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HomeMy WebLinkAboutGilman Builders Inc; 2024-06-11; PWS24-2272FAC (Volume 1 of 4)00 52 00 CONTRACT This Project No. 4715 ("Contract") is made and entered into this / /t/a day of 0( )..().s2.,... , 2024, by and between the City of Carlsbad ("Agency") and Gilman Builders, Inc., a California corporation ("Contractor"), whose principal place of business is 21 Sanctuary, Irvine, CA 92620. The parties agree: 1. SCOPE OF WORK. The Contractor shall perform all Work within the time stipulated in the Contract, and shall provide all labor, materials, equipment, tools, utility services, and transportation to complete all the Work required in strict compliance with the Contract Documents for the following Project: NAME OF PROJECT: Carlsbad EOC Reconfiguration Project The Contractor and its surety shall be liable to the Agency for any damages arising as a result of the Contractor's failure to comply with the obligation described in this Section 1. 2. TIME OF COMPLETION. Time is of the essence in the performance of the Work. The Work shall be commenced on the date stated in the Agency's Notice to Proceed. The Contractor shall complete all Work requ ired by the Contract Documents within 150 working days from the commencement date stated in the Notice to Proceed. Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work. 3. CONTRACT PRICE. The Agency shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions made in accordance with the Contract Documents, and including all applicable taxes ahd costs, the sum of TWO MILLION SIX HUNDRED SIXTEY ONE THOUSAND Dollars ($2,661,000.00). Payment shall be made as set forth in the General Conditions. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. The Agency shall withhold retention as required by Public Contract Code Section 9203. 4. LIQUIDATED DAMAGES. In accordance with Government Code Section 53069.85, it is agreed that the Contractor will pay the Agency the sum set forth in Section 00 73 00 Supplemental General Provisions for each and every Calendar Day of delay beyond the time of completion prescribed in this Contract as Liquidated Damages and not as a penalty or forfeiture. If this sum is not paid, the Contractor agrees the Agency may deduct that amount from any money due or that may become due the 00 52 00 CONTRACT Document Version: 1.0 Page 44 Date Printed: April 17, 2024 Current Update: October 2022 Contractor under the Contract. This Section does not exclude recovery of other damages specified in the Contract Documents. 5. CONTRACT DOCUMENTS. The "Contract Documents" include the following: • 00 1110 Notice Inviting Bids • 00 2110 Instructions to Bidders • 00 41 00 Bid Form • 00 42 10 Bid Bond or 00 43 20 Bid Security • 00 43 30 Proposed Subcontractors • 00 43 40 Bidder Information and Experience • 00 45 10 Non-Collusion Affidavit • 00 45 15 Iran Contracting Act Certification • 00 45 20 Public Works Contractor Registration Certification • 00 45 30 Statement of Regarding Debarment • 00 45 35 Disclosure of Discipline Record • 00 52 10 Contract • 00 6110 Labor and Materials Bond • 00 61 20 Faithful Performance and Warranty Bond • 00 61 30 Optional Escrow Agreement (if applicable) • 00 73 00 Supplemental General Provisions • Technical Specifications for the Project • All Addenda • Plans and Drawings • Permits • 00 74 00 Supplemental Technical Provisions • "Standard Specifications and Drawings," as last revised • Standard Specifications for Public Works Construction "Greenbook," latest edition and including all errata o Part 1 General Provisions o Part 2 to Part 8 (Construction Materials, Construction Methods, Existing Improvements, Pipeline System Rehabilitation, Temporary Traffic Control, Street Lighting and Traffic Signal Systems, Landscaping and Irrigation) • Standard Plans for Public Works Construction, latest edition and including all errata • Applicable Local Agency Standards and Specifications, as last revised • Approved and fully executed change orders 00 52 00 CONTRACT Document Version: 1.0 Page 45 Date Printed: April 17, 2024 Current Update: October 2022 • Any other documents contained in or incorporated by reference into the Contract Documents The Contractor shall complete the Work in strict accordance with the Contract Documents. The requirements of the various sections or documents comprising the Contract Documents are intended to be complementary. Work required by 1 of the Contract Documents and not by others shall be done as if required by all. This Contract shall supersede any prior agreement of the parties. 6. PROVISIONS REQUIRED BY LAW AND CONTRACTOR COMPLIANCE. Every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the Labor Code and Public Contract Code which are applicable to the Work. 7. INDEMNIFICATION. Contractor shall provide indemnification and defense as set forth in the 00 73 00 Agency Supplemental General Provisions. 8. PREVAILING WAGES. Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates may be obtained online at http://www.dir.ca .gov and which must be posted at the job site. Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill 00 52 00 CONTRACT Document Version: 1.0 Page 46 Date Printed: April 17, 2024 Current Update: October 2022 NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED {CORPORATE SEAL) CONTRACTOR By: (sign here) I ~\,~ 1'.I :~se-(='~ 1 -er"e s,c:L,,.,,._ t (print name/title) By: (sign here) (print name/title) City of Carlsbad By: G~n~ for Sherry Freisinger, City Clerk If required by the Agency, proper notarial acknowledgment of execution by contractor must be attached. If a corporation. the Contract must be signed by 1 corporate officer from each of the following 2 groups. Group A Chairman, President, or Vice-President Group B Secretary, Assistant Secretary, CFO or Assistant Treasurer Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation. APPROVED AS TO FORM: CINDIE K. McMAHON, City Attorney END OF SECTION 00 52 00 CONTRACT Document Version: 1.0 Page 47 Date Printed: April 17, 2024 Current Update: October 2022 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 1111880800111 a § J D B.offlllilJI 11:io:oo J J Dl:88 £1iJllllU!OlOOOJ DD ]II : j ]II llOOlO [in D ElD6 ]11]1111 DDll88ll D D J J D Oi8 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of D Y:t?t.~ L On CJ.A/{ C( / before m } G\(;1?{ ~b 1 ~oiz<K-1 Pu~l, , Her Insert Name and Title of the6fficer Date personally appeared -..L------'-------''--_;__-'---'--~;::::?:.t:!:1:::?::-....:.....,/ ______________ _ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 1,, -·~ ·······••[ tf , GINA AUH r _ •' • .,. • Notary Pub11, a,ifornia I I . ~ Orange Cunty _ i • • -,J Comml111on :/ 2400717 • , "-Y Comm. Expires ~ay 6. 2026 .._ _ _.g.,,-.;, Place Notary Seal and/or Stamp Above I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Title or Type of Do Signer(s) Other Than Named Above: _....'.!:=====================:_ __ _ Capacity(ies) Claimed by Signer(s) Signer's Name: □ Corporate Officer -Title(s): ______ _ □ Partner -□ Limited □ General Signer's Name: ____________ _ o Corporate Officer -Title(s): ______ _ o Partner -o Limited o General □ Individual □ Attorney in Fact o Trustee o Guardian or Conservator o Individual o Attorney in Fact o Trustee o Guardian or Conservator D Other: □ Other: Signer is Representing: -============--Signer is Representing: ....::=========-- 800008(] o u a a a ll8tll • o r1J o EJ1 a OM Ra a I IOOI~ rsa s a o Bt8008CI 1008081 r080( : l8080lJ J [)O(I cfl01 OllWi ©2019 National Notary Association M1304-09 (11/20) Bond No. WCN7458374 00 6110 LABOR AN D MATER IALS BOND KNOW ALL PERSONS BY THESE PRESENTS THAT: WHEREAS, the City of Carlsbad ( "Agency") has awarded to Gilman Builders, Inc., a California corporation ("Principal,") a Contract for the Work described as follows: Contract No PWS24- 2272FAC, Project No. 4715, Carlsbad EOC Reconfiguration Project (the "Project") in strict conformity with the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are incorporated by this reference; and WHEREAS, Principal is required to furnish a bond in connection with the Contract providing that if Principal or any of its Subcontractors fail to pay (1) for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the Work contracted to be done, (2) for any Work or labor of any kind performed under the Contract, (3) for amounts due under the Unemployment Insurance Code for any Work or labor of any kind performed under the Contract, or (4) for any amounts required to be deducted, withheld, and paid over to the Employment Development Department under Unemployment Insurance Code Section 13020 or to the Franchise Tax Board under Revenue and Taxation Code Section 18663 from the wages of employees of Principal and its Subcontractors with respect to the Work or labor, the Surety on this bond will pay for the same to the extent set forth below. NOW THEREFORE, we, Principal and Old Republic Surety Company , as Surety, are held and firmly bound unto the Agency in the penal sum of TWO MILLION SIX HUNDRED SIXTEY ONE THOUSAND Dollars ($2,661,000.00), for the payment of which sum being an amount equal to 100% of the total amount payable under the terms of the Co ntract by the Agency, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if Principal, or its Subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Civil Code Section 9100; fail to pay for any materials, provisions, provender, equipment, or other supplies, used in, upon, for or about the performance of the Work contracted to be done; fa il to pay for any Work or labor of any kind performed under the Contract; fail to pay amounts due under the Unemployment Insurance Code for any Work or labor of any kind performed under the Contract; or fail to pay for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of em ployees of Principal or its Subcontractors pursuant to Unemployment Insurance Code Section 13020 or Revenue and Taxation Code Section 18663, with respect to the Work or labor, then the Surety will pay for the same, in an amount not exceeding the penal sum specified above, and also, in case suit is brought upon this bond, all litigation expenses incurred by the Agency in the suit, including reasonable attorneys' fees, court costs, expert witness fees and investigation expenses to be fixed by the court consistent with Civil Code Section 9554. 00 6110 LABOR AND MATERIALS BOND Document Version 1.0 Page 48 Date Printed: April 17, 2024 Current Update: October 2012 This bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon this bond. The Surety stipulates and agrees that this bond shall not be exonerated or released from the obligation of this bond by: l. Any change, extension of time for performance, addition, alteration or modification in, to, or of any Contract, Plans, Specifications, or agreement pertaining or relating to any scheme or Work of improvement described above, or the furnishing of labor, materials, or equipment pertaining or relating to any scheme or Work of improvement described above. 2. Any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or Work of improvement described above. 3. Any rescission or attempted rescission or attempted rescission of the Contract, agreement or bond. 4. Any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such Contract or agreement or under the bond. 5. Any fraud practiced by any person other than the claimant seeking to recover on the bond. The Surety also stipulates and agrees that this bond shal l be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit this bond has been given by reason of any breach of contract between the Agency and Principal or on the pa rt of any obligee named in this bond. Finally, the Surety waives notice of any such change, extension of time, addition, alteration or modification mentioned in this bond, including but not limited to the provisions of Civil Code Sections 2819 and 2845. If Principal is an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this bond. This payment surety bond may be approved as to form by the Agency in counterpart, and the counterparts shall all constitute a single, original instrument. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK] 00 6110 LABOR AND MATERIALS BOND Document Version. 1.0 Page 49 Date Printed. April 17. 2024 Current Update: Octobe, 2022 l·a fie Executed by PRINCIPAL this __ ., __ day of ____ f'r~P-"_,-f __ ~, 20 Z 4 . PRINCIPAL: {J,.-1..--Bv,lder5 1lv--c . (name of Contractor) By: ___ c....~-----"-_L•_•<_ .. _~_,_L----"--- (sign here) (print name here) pre;~1 (title and organization of signatory) Executed by SURETY this 17th day ----- of April , 201.1.._. ---------- SURETY: Old Republic Surety Company (name of Surety) 14728 Pipeline Avenue, Suite E. Chino Hills, CA 91709 (address of Surety) 909-367-2015 (telephone number of Surety) (signature of Attorney-in-Fact) Andrew Sysyn, Attorney-in-Fact (printed name of Attorney-in-Fact) (attach corporate resolution showing current power of attorney) (Proper notarial acknow ledgment of execution by CONTRACTOR and SURETY must be attached.) (President or vice-president and secretary or assistant secretary must sign for corporations. If only 1 officer signs, the corporation must attach a reso lution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporat ion.) APPROVED AS TO FORM: CINDIE K. McMAHON, City Attorney END OF SECTION 00 6110 LABOR ANO MATERIALS BONO Document Version: 1.0 Page 50 Dale Printed April 17, 2024 Current Update: October 2022 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 11 89 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Q \r~hfc:j::f ) . On Cid/I Cf ( '2-~ before me, _8_Vl&\_---'-{¼---'-"---h__,_, _._N_o__.__C@_1-1-+--1P_tAb_Vt,_l _ Date Al , N, Here Insert Name and Title of the Officer personally appeared _ _,_ __ ..:...c\,_t:_:.c_;-'--]-t,\~-'---'----'--t f;'--=S=---.:,(2.=-,...+~-=--=---'T .____ _________ _ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/t heir signature(s) on the instrument the person(s). or the entity upon behalf of which the person(s) acted, executed the instrument. Place Notary Seal Above I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ---------------OPTIONAL ______________ _ Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Docur;ne'lt __ ...1. 1 A,AI __ • __ ,J r~c.+ l I ~ -, I Title or Type of DOCl:Jfl7ent: \_,0.\1\!f ~Y'(.{ IV IVttWlC\15 ~W\ 'Docu ment Date: O\..t {q 1 -i.,ovy., Number of Pages: "3b_'l-<Q_ Signer(s) Other Than Named Above: _____________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: ____________ _ D Corporate Officer -Title(s): _ __:~---- □ Partner -0 Limited D General D Individual D Attorney in Fact D Trustee D Guardian or Conservator D Other: _______________ _ Signer Is Representing: ------==-- Signer's Name: ____________ _ D Corporate Officer -Title(s): __:,,,,,_===--- □ Partner -0 Limited D General D Individual D Attorney in Fact D Trustee D Guardian or Conservator D Other: =----:------.:======::----Signer Is Representing: _________ _ :(,'C(.;C(,'C(,.'C<.,'C(,.'<X)'< X;'C<.,'C(,'<X,'C(,'<XJC<;,'C(,'C(,.'C<,'<X,'C{,'C{,'C(;~'C(,'C(,'C(,'C(,'C(,'C<;,~'C(,'C{,~'C(;.=~'C(;== ©2014 National Notary Association· www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On _...:...A_P_R_--=-_7_2_0_2_4 __ before me, --"--i'v---''la'--r---'ia'--S"-')'-"1s_,_v __ n-'-, N----"-o"'""la_r-'-y -'--P--"u-"-b_l i-'--c ________ _ Date Here Insert Name and Title of the Officer personally appeared _A_n_d_r_e_w_· S_\._'S__.)_'n ________________________ _ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. ········~ MARIASYSYM Notary Public • California : Orange County s: Commission J 2468022 - y Comm. Exptm Nov 7, 2027 Place Notary Seal Above I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ___ ~----~A Afl~-~------- ~~tary Public ---------------OPTIONAL--------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: ____________________________ _ Document Date: ___________________ Number of Pages: _____ _ Signer(s) Other Than Named Above: _______________________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: ____________ _ Signer's Name: ____________ _ □ Corporate Officer -Title(s): ______ _ □ Corporate Officer -Title(s): ______ _ □ Partner -□ Limited □ General □ Partner -□ Limited □ General □ Individual □ Attorney in Fact □ Individual □ Attorney in Fact □ Trustee □ Guardian or Conservator D Trustee D Guardian or Conservator □Other: ______________ _ □ Other: ______________ _ Signer Is Representing: _________ _ Signer Is Representing: _________ _ ,1(,~~~~~~~'<.:x,'<;X,'g,'C{,'<,X,'<.X,'Q(,"CCC<.,~'<;<,t-<,'C(,-q:,"C(,"<.~~'C<,'U<,"C<;'e::<,"C;(,'C(;c:(,-CZ,'CCC<.,'U()C<,'C(,-.:X,'C(,'<X,'< ©2016 National Notary Association · www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 •**• * * ! OLD REPUBLIC SURETY COMPANY ***** POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That OLD REPUBLIC SURETY COMPANY. a Wisconsin stock insurance corporation, does make. constitute and appoint. Andrew Sysyn of San Juan Capistrano CA its true and lawful Attorney(s)-in-Fact, with full power and authority for and on behalf of the company as surety. to execute and deliver and affix the seal or the company thereto (if a seal is required) bonds, undertakings, recognizances or other written obligations 1n the nature thereof (other than bail bonds, bank depository bonds, mortgage deficiency bonds, mortgage guaranty bonds, guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, asbestos abatement contract bonds, waste management bonds, hazardous waste remediation bonds or black lung bonds), as follows ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby. and all of the acts of said Attorneys-in-Fact, pursuant to these presents, are ratified and confirmed This appointment is made under and by authority of the board of directors at a special meeting held on February 18 1982. This Power of Attorney is signed and sealed by facs1m1le under and by the authority of the following resolutions adopted by the board of d1recto1 s of the OLD REPUBLIC SURETY COMPANY on February 18, 1982. RESOLVED that the president any vice-president or assistant vice president. m conjunction with the secretary or any assistant sec,etary may appoint attorneys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the company to execute and deliver and affix the seal of the company to bonds, L111dertak1ngs. recognizances, and suretyship obligations of all k111ds, and said officers may remove any such attorney-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER. that any bond, undertaking, recognizance, or suretysh1p obligation shall be valid and binding upon the Company (1) when signed by the president. any vice president or assistant vice president. and attested and sealed (if a seal be required) by any secretary or assistant secretary: or (11) when signed by the president. any vice president or assistant vice president. secretary or assistant secretary, and countersigned and sealed (if a seal be required) by a duly authorized attorney-in-fact or agent; or (iii) when duly executed and sealed (if a seal be required) by one or more attorneys-in-fact or agents pursuant to ancl within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons. RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking. recognizance. or other suretysl11p obligations of the company, and such signature and seal when so used shall have the same force and effect as though manually affixed. IN wtTNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer. and its corporate seal to be affixed this 9th day of October 2020 OLD REPUBLIC SURETY COMPANY ~~111Secre1a - Ak President STATE OF WISCONSIN, COUNTY OF WAUKESHA-SS On this 9th dav of October 2020 personally came before me, Alan Payljc and Karen J Haffner , to me known to be the ind1v1duals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument, and they each acknowledged the execution of the same, and bemg by me duly sworn, did severally depose and say that ll1ey are lhe said officers of the corporation aforesaid, and that the seal affixed to the above instrument ,s the seal of the corporation, and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. My Commission Expires. September 28. 2022 CERTIFICATE (Expiration of notary's commission does not invalidate this instrument) I, the undersigned, assistant secretary of the OLD REPUBLIC SURETY COMPANY. a Wisconsin corporation, CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked: and furthermore that the Resolutions of the board of directors set forth in the Power of Attorney, are now 111 force. ,,1•1••..-,.,, 74 7199 ORSC 22262 (3-061 ,) • .-~,G SU1tE,.J- ;;," ,. ~ ,! coflf'0.1t,1,rf" o ::; SEAL :: ·.,,_o ,,,, ~ .. ,, Artisan Bonding & Ins Services LLC Signed and sealed at tne City ot Brookfield WI this __ 1_?_t_h __ day of ___ A_p_r_i I ___ _ 2024 ---~~~-- I,. CALIFORNIA ' DEPARTMENT OF IHSURAUCE Company Profile Company Search Company Search Results Company Information Old Company Names Agent for Service Reference Information NAIC Group List Lines of Business Workers' Compensation Complaint and Request for Action/ Appeals Contact Information Financial Statements PDF's Annual Statements Quarterly Statements Company Complaint Company Performance & Comparison Data Company Enforcement Action Composite Complaints Studies Additional Info Find A Company Representative In Your Area View Financial Disclaimer COMPANY PROFILE Company Information Old Company Names Agent For Service Melissa DeKoven OLD REPUBLIC SURETY COMPANY P.O. BOX 1635 MILWAUKEE, WI 53201 Effective Date 2710 Gateway Oaks Drive, Suite 150N Sacramento CA 95833-3505 Reference Information INAIC #: 40444 I California Company ID #: 3254-0 I Date Authorized in California: 12/14/1990 I License Status: UNLIMITED-NORMAL I Company Type: Property & Casualty I State of Domicile: WISCONSIN back to top NAIC Group List NAIC Group#: 0150 OLD REPUBLIC GRP Lines Of Business The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. back to top LIABILITY MISCELLANEOUS SURETY © 2008 California Department of Insurance Bond No. WCN 7458374 00 61 20 FAITHFUL PERFOR MANCE AND WARRANTY BOND KNOW ALL PERSONS BY THESE PRESENTS THAT: WHEREAS, the City of Carlsbad ( "Agency") has awarded to Gilman Builders, Inc., a California corporation ("Principal,") a Contract for the Work described as follows: Contract No PWS24- 2272FAC, Project No. 4715, Carlsbad EOC Reconfiguration Project (the "Project") in strict conformity with the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are incorporated by this reference; and WHEREAS, the Principal is required by the Contract Documents to perform the terms of them and to furnish a bond for the faithful performance and warranty of t he Contract Documents. NOW THEREFORE, we, Principal, and Old Republic Surety Company ,as Surety, are held and firmly bound unto the Agency in the penal sum of TWO MILLION SIX HUNDRED SIXTEY ONE THOUSAND dollars ($2,661,000.00), which is equal to 100% of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and ass igns, jointly and severally, f irmly by these presents. THE CONDITION OF THIS OBLI GATION IS SUCH, that, if Principal, its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration of the Contract Documents made as provided in the Contract Documents, on its part, to be kept and performed at the time and in the manner specified in the Contract Documents, and in all respects according to their true intent and meaning; and shall indemnify and save harmless the Agency, its Board, members of the Board, officers, directors, managers, employees, agents, and authorized volunteers, as stipulated in the Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect. As a part of the obligation secured by this bond and in addition to the face amount specified in this bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by Agency in enforcing such obligation, all to be taxed as costs and included in any judgment rendered. As a condition precedent to the satisfactory completion of the Work unless otherwise provided for in the Contract Documents, the above obligation sha ll hold good for a period of 1 year after the acceptance of the Work by the Agency. During this 1-year period, if Contractor fails to make full, complete, and satisfactory repair and replacements and totally protect the Agency from loss or damage resulting from or caused by defective materials or faulty workmanship in connection with Contractor's Work on the Project, the obligations of Surety under this bond shall continue so long as any obligation of Principal remains to the Agency. Nothing in this bond shall limit the 14600 61 20 FAITHFUL PERFORMANCE AND WARRANTY BOND Document Version: 1.0 Page 51 Date Prtnted: Ap11I 17, 2024 Current Upddte. October 2022 Agency's rights or the Principal's or Surety's obligations under the Contract, law or equity, including, but not limited to, Code of Civil Procedure Section 337.15. Whenever Principal shall be, and is declared by the Agency to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the Agency's option: i. Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; ii. Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder, the Surety and the Agency, and make available as Work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the Contract Price, including other costs and damages for which Surety may be liable. The term "balance of the Contract Price" as used in this paragraph shall mean the total amount payable to Principal by the Agency under the Contract and any modification to the Contract, less any amount previously paid by the Agency to the Principal and any other set offs pursuant to the Contract Documents. Or iii. Permit the Agency to complete the Project in any manner consistent with Applicable Law and make available as Work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the Contract Price, including other costs and damages for which Surety may be liable. The term "balance of the Contract Price" as used in this paragraph shall mean the total amount payable to Principal by the Agency under the Contract and any modification to the Contract, less any amount previously paid by the Agency to the Principal and any other set offs pursuant to the Contract Documents. Surety expressly agrees that the Agency may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Principal. Surety shall not utilize Principal in completing the Project, nor shall Surety accept a bid from Principal for completion of the Project, if the Agency, when declaring the Principal in default, notifies Surety of the Agency's objection to Principal's further participation in the completion of the Project. The Surety, for value received, stipulates and agrees that no change, extension of time, alt eration or addition to the terms of the Contract Documents or to the Project to be performed under the Contract Documents shall in any way affect Surety's obligations on this bond, and Surety waives notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project. 14600 61 20 FAITHFUL PERFORMANCE AND WARRANTY BOND Document Version: 1.0 Page 52 Date Printed: April 17, 2024 Current Update: October 2022 If Principal is an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this bond. This payment surety bond may be approved as to form by the Agency in counterpart, and the counterparts shall all constitute a single, original instrument. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK] 14600 61 20 FAITHFUL PERFORMANCE AND WARRANTY BOND Document Version· 1.0 Page 53 Date Pnnted: April 17, 2024 Current Update: October 2022 / /.1/1-Executed by PRINCIPAL this __ -, __ day of Executed by SURETY this __ 17_t_h __ day ____ A~P_r,_1 __ ~ 201-4. PRINCIPAL: /? (Jl.."I.-- (name of Contractor) By: __ ~ ___ -_i'-S_«_<_::,,._ ... ________ _ (sign here) f!t l , -re 2.:i- (print name here) pre5'~ I (title and organization of signatory) of _____ A~p_ri_l ____ , 20 24 . SURETY: Old Republic Surety Company (name of Surety) 14728 Pipeline Avenue, Suit e E, Chino Hills, CA 91709 (address of Surety) 909-367-2015 (telephone number of Surety) By ;ek:h-.cS;v---- (signature of Attorney-in-Fact) Andrew Sysyn. Attorney-in-Fact (printed name of Attorney-in-Fact) (attach corporate resolution showing current power of attorney) (Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.) (P resident or vice-president and secretary or assist ant secretary must sign for corporations. If only 1 officer signs, the corporation must attach a resolution certified by t he sec retary or assistant secretary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM : END OF SECTION 14600 61 20 FAITHFUL PERFORMANCE AND WARRANTY BOND Document Version: 1.0 Page 54 Date Printed: April 17, 2024 Current Update October 20n CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of C) l vl \1 &} e__ On O Lt-/ I C\ / 2-0:z++:: before me, Date Ar ... personally appeared 0. \ l r Qq ) G 't~ bh, N ot-C{~ ~~ f\ ._Here Insert Name and Title of the Officer ~ \ K efut Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. • GINAAUH ~ Notary Pubuc • California ~ I Orana• County ~ j Commission # 2'400717 .. / . My Comm. Exoire~ .'.J.ay 6. 2026 ~ ~= U W'"~ • • ~---..1 .... ,..,. ..... _,, . •. ,, Place Notary Seal Above I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ----------------OPTIONAL--------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document a l Title or Type of Do~ment: firt::IA:ful ~fr~t¼:r, . Docume:n:t _:D:a.:::te::._: -=t='-t-;:=::/=(=""l::!::::::~;,:,---=-...L... Number of Pages: t=1'1A t Signer(s) Ottierlltfifan ~r&a ove: ____________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: ---"'----::::::::::=:====~--□ Corporate Officer -Title(s): ______ _ D Partner -0 Limited D General D Individual D Attorney in Fact D Trustee D Guardian or Conservator 0 Other: le~;;;;~:;=~~~==~== Signer Is Representing: Signer's Name: ____________ _ D Corporate Officer -Title(s): ---======~ □ Partner -0 Limited D General D Individual D Attorney in Fact D Trustee D Guardian or Conservator D Other: r-" Signer Is R;;;:e_p_r_e_s_e_n-:-:ti-ng-: -;::========::- l<.,'<X,'C(,'C(,'C(';'C(.,'<.X$C(,'C<,'<X,'C(,'<X,'C<,'C(,'C<;'C(,'C<.,"<X,'<X,~~'<,OC(,'G<,'C(,'C<;,~'Cs,'C(XO(.,,-cx;c(,'C(,'g{,'<;:<;,"C(,~'C(,'C<,~~= ©2014 National Notary Association · www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827} Item #5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On __ A_P_R __ 1_7 __ 2_0_2_4_ before me, __ M_a_n_· a_S ___ v __ sv_·n~, _N_o_ta_ry..._' _P_ub_l_ic ________ _ Date Here Insert Name and Title of the Officer personally appeared __ A_n_d_r_e_w_· _S)~'s~y_n ________________________ _ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. oo e o o e••~ MARIA SYSYN Notary Public • Caltfornta : Oranje Coi.nty ► Commission f 2◄68022 - y Comm. Exptm Nov 7, 2027 Place Notary Seal Above I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. :~::~:: my ha~~•-'-__ Signature of Notary Public ----------------OPTIONAL---------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: ____________________________ _ Document Date: ___________________ Number of Pages: _____ _ Signer(s) Other Than Named Above: ________________________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: ____________ _ Signer's Name: ____________ _ □ Corporate Officer -Titl e(s): ______ _ □ Corporate Officer -Title(s): ______ _ □ Partner -□ Limited D General D Partner -D Limited D General □ Individual D Attorney in Fact lJ Individual ll Attorney in Fact □ Trustee □ Guardian or Conservator D Trustee □ Guardian or Conservator □Other: ______________ _ D Other: ______________ _ Signer Is Representing: _________ _ Signer Is Representing: _________ _ ,<,'C(,~~"'4<;,"C<,,~'<".,(,,'q<,"C(,,'<:.(,< '.(,'{,X,'g,'<.X,'<C'VX,'C{,'C(,'<.,(,'C(,'<X;<X.,'<X,"<X,'<".,(,~.,(,"G(;,"C(,'C(,.~'('<,'C(,'<:.(..'C<,'<.X,'C(,'{:.(,'<."-,<:.(,'C<;.'C<,'<.:<,'C(,< ©2016 National Notary Association · www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 ***• * * ! OLD REPUBLIC SURETY COMPANY * ** ** POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS· That OLD REPUBLIC SURETY COMPANY. a Wisconsin stock insurance corporation. does make, constitute and appoint Andrew Sysyn of San Juan Capistrano CA its true and lawful Attorney(s)-in-Fact, with full power and authority for and on behalf of the company as surety, to execute and deliver and affix the seal of the company thereto (if a seal is required), bonds, undertakings, recognizances or other written obligations 111 the nature thereof, (other than bail bonds, bank depository bonds, mortgage deficiency bonds, mortgage guaranty bonds, guarantees of Installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, asbestos abatement contract bonds, waste management bonds, hazardous waste remediation bonds or black lung bonds), as follows. ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby and all of the acts of said Attorneys-in-Fact, pursuant to these presents are ratified and confirmed This appointment is made under and by authority of the board of directors at a special meeting held on February 18. 1982. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982. RESOLVED that the president, any v1ce-presIdent or assistant vice president. 111 conjunction with the secretary or any assistant secretal)'. may appoint attorneys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment 111 each case for and on behalf of the company to execute and deliver and affix the seal of the company to bonds, undertakings. recognizances. and suretyshIp obligations of all kinds: and said officers may remove any such attorney-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER that any bond, undertaking, recognizance. or suretysh1p obligation shall be valid and binding upon the Company ii) when signed by the president any vice president or assistant vice president and attested and sealed (if a seal be requ1redl by any secretary or assistant secretary or (11) when signed by the president. any vice president or assistant vice president. secretary or assistant secretary and countersigned and sealed (If a seal be required) by a duly authorized attorney-in-fact or agent: or (111) when duly executed and sealed (if a seal be required) by one 01 more attorneys.in-fact or agents pursuant to and within the llm1ls of tl1e authority evidenced by the Power of Attorney issued by the company to such person or persons RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond. undertaking recogrnzance, or other suretysh1p obligations of the company, and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer. and its corporate seal to be affixed this 9th day of October 2020 OLD REPUBLIC SURETY COMPANY t.k President STATE OF WISCONSIN, COUNTY OF WAUKESHA-SS on this 9th dav of October 2020 personally came before me. Alan Pav!jc and Karen J Haffner , to me known to be the 111d1v1duals and officers of the OLD REPUBLIC SURETY COMPANY wl10 executed the above instrument, and they each acknowledged the execution of the same, and being by me duly sworn, did severally depose and say: that they are the said officers of the corporation aforesaid, and that the seal affixed to the above instrument Is the seal of the corporation, and that said corporate seal and their signatures as such officers were duly affixed and subscribed to tile said instrument by the authority of tile board of directors of said corporation My Commission Expires. September 28, 2022 CERTIFICATE (Expiration of notory's commission does not involidote this instrument) I, the undersigned, assistant secretary of the OLD REPUBLIC SURETY COMPANY, a Wisconsin corporation, CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked: and furthermore. that the Resolutions of the board of directors set forth in tile Power of Attorney, are now in force. _. ~~•\ ~~~;·r, ~:~(b~ ,, C) '•. :' :: c.Ofl,.(HtA.r,-~ -~ ·C SEAL :. • ~ " 0 , •• , ,. .. 74 7199 ORSC 222G2 (3-06) Signed anc sealed at the C1ty 0t Brookfield WI t111s __ 1_?_t_h __ day of ___ A...c..p_r_il ___ _ --~~~-- 2024 Artisan Bonding & Ins Services LLC .. CALIFORNIA ' DEPARTMENT OF msURAl~CE Company Profile Company Search Company Search Results Company Information Old Company Names Agent for Service Reference Information NAIC Group List Lines of Business Workers' Compensation Complaint and Request for Action/Appeals Contact Information Financial Statements PDF's Annual Statements Quarterly Statements Company Complaint Company Performance & Comparison Data Company Enforcement Action Composite Complaints Studies Additional Info Find A Company Representative In Your Area View Financial Disclaimer COMPANY PROFILE Company Information Old Company Names Agent For Service Melissa DeKoven OLD REPUBLIC SURETY COMPANY P.O. BOX 1635 MILWAUKEE, WI 53201 Effective Date 2710 Gateway Oaks Drive, Suite 150N Sacramento CA 95833-3505 Reference Information I NAIC #: 40444 I California Company ID #: 3254-0 I Date Authorized in California: 12/14/1990 I License Status: UNLIMITED-NORMAL I Company Type: Property & Casualty I State of Domicile: WISCONSIN back to top NAIC Group List NAIC Group#: 0150 OLD REPUBLIC GRP Lines Of Business The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. back to top LIABILITY MISCELLANEOUS SURETY © 2008 California Department of Insurance 00 61 30 OPTIONAL ESCROW AGREEMENT NAME OF PROJECT: Carlsbad EOC Reconfiguration Project NAME OF BIDDER: Gi IW\,()...,,.. r5v ,·Jk..--s J g~<. This Escrow Agreement is made and entered into by and between the City California, 92008 ("Agency"), __________ whose addr ______________ ("Contractor") and _____ .__ ________ _ whose address is ("Escrow Agent"). ----------------------- Agency, Contractor and Escrow Agent agree as follows: 1. Pursuant Public Contract Code Section 22300, Con~ra or has the option to deposit securities with Escrow Agent as a substitute for retention ea ings required to be withheld by Agency pursuant to the construction contract ente~ed i o between Agency and Contractor for the Carlsbad EOC Reconfiguration Project in the mount of _____ dated ____ _ ("Contract"). Alternatively, on written requ t of Contractor, Agency shall make payments of the retention earnings directly to Escrow ;/gent. When the Contractor deposits the securities as a substitute for Contract earnings, ~!crow Agent shall notify Agency within 10 Calendar Days of the deposit. The market val~~,6f the securities at the time of the substitution shall be at least equal to the cash amount t hin required to be withheld as retention under the terms of the Contract. Securities shall !J/held in Agency's name and shall designate Contractor as the beneficial owner. / 2. Agency shall make progress p yments to Contractor for those funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that Escrow Agent holds secur' ,es in the form and amount specified above. 3. When Agency makes pa ment of retentions earned directly to Escrow Agent, Escrow Agent shall hold them for th benefit of Contractor until the time that the escrow created under this Escrow Agre~m nt is terminated. The Contractor may direct the investment of the payments into sec ities. All terms and conditions of this Escrow Agreement and the rights and responsibiliti, s of the parties shall be equally applicable and binding when Agency pays Escrow Agent di/ectly. 4. Contractor sh7t( be responsible for paying all fees for the expenses incurred by Escrow Agent in administer ing the Escrow Account and all expenses of Agency. These expenses and payment t ms shall be determined by Agency, Contractor, and Escrow Agent. 5. The inter t earned on the securities or the money market accounts held in escrow and all interes arned on that interest shall be for the sole account of Contractor and shall be subject to wit drawal by Contractor at any time and from time to time without notice to Agency. 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from Agency to Escrow Agent that Agency consents to the withdrawal of the amount sought to be withdrawn by Contractor. 00 61 30 OPTIONAL ESCROW AGREEMENT Document Version: 1.0 Page 55 Date Printed: October 20, 2023 Current Update: October 2022 7. Agency shall have a right to draw upon the securities in the event of default by the Contract . Upon 7 Calendar Days' written notice to Escrow Agent from Agency of a default, Escrow ent shal l immediately convert the securities to cash and shall distribute the cash as instr ted by Agency. 8. Upon receipt of written notification from the Agency certifying that the Work r Contract is final and complete and that Contractor has complied with all r uirements and procedures applicable to the Contract, Escrow Agent shall release to Con ctor all securities and interest on deposit less escrow fees and charges of Escrow Accou . The escrow shall be closed immediately upon disbursement of all moneys and securities deposit and payments of fees and charges. 9. Escrow Agent shall rely on the written notifications from Agenc and Contractor pursuant to Sections (5) to (8), inclusive, of this Escrow Agreement and A ency and Contractor shall hold Escrow Agent harmless from Escrow Agent's release, co ersion and disbursement of the securities and interest as set forth above. 10. The names of the persons who are authorized to giv ritten notices or to receive written notice on behalf of Agency and on behalf of Contrac~ r in connection with the foregoing, and exemplars of their respective signatures are as folli ws: For Agency Title----------+----------------- (Finance Director) Name Signature Address For Contractor Signature 00 61 30 OPTIONAL ESCROW AGREEMENT Document Version: 1.0 Page 56 Date Printed: October 20, 2023 Current Update: October 2022 Address For Escrow Title Agent Name Signature Address At the time the Escrow Account is openedz:Ag cy and Contractor sha ll deliver to the Escrow Agent a fully executed counterpart of this Esc w Agreement. IN WITNESS WHEREOF, the parties have e cuted this Escrow Agreement by their proper officers on the date first set forth above. For Agency Title Name Address 00 61 30 OPTIONAL ESCROW AGREEMENT Document Version: 1.0 Page 57 Date Printed: October 20, 2023 Current Update: October 2022 For Contractor Title For Escrow Agent Name Signature Address Name Signature Address APPROVED AS TO FORM : CINDIE K. McMAHON,~ y Attorney BY: __ __,_/ __ _ ity Attorney 00 61 30 OPTIONAL ESCROW AGREEMENT Document Version: 1.0 Page 58 Date Printed: October 20, 2023 Current Update: October 2022 Bid No. PWS24-2272FAC Addendum No. 2 CITY OF CARLSBAD Carlsbad Emergency Operations Center Reconfiguration CONTRACT NO. 4715 PWS24-2272FAC Addendum No. 2 From: No. of Pages: Date: Bid Due Janean Hawney, Contract Administrator Phone: 442-339-2795 janean.hawney@carlsbadca.gov 1635 Faraday Ave Carlsbad, CA 92008 1031 (including this page and all attachments) December 1, 2023 December 19, 2023 January 10, 2024 - 11:00 a.m. (changed) Notice: This Addendum forms a part of the Contract Documents for the above identified project and modifies portions of the original Contract Documents. Documents not specifically mentioned in this Addendum remain in full force. Contractor must acknowledge receipt of this Addendum with RFP response by submitting signed cover page of issued Addendum. Failure to do so may subject bidder to disqualification. I.Edits and Clarifications to Bid Documents: 1.The attendee list at the mandatory job walk was previously uploaded to PlanetBids. 2.For materials and contractor temporary facilities staging area, please see Attachment to this Addendum No. 2 3.For the city signed Issued for Construction (IFC) drawings, please see Attachment to this Addendum No. 2. These drawings shall supersede the drawings previously posted on PlanetBids. 4.For city IT standards, please see Attachment to this Addendum No. 2. 5.For city Facility standards, please see Attachment to this Addendum No. 2. Should there be a conflict between the specifications that these standards, the standards shall take precedence. 6.Contractor to add to Contract paragraph 7-3.4 regarding Mobilization, the following paragraph: Bid No. PWS24-2272FAC Addendum No. 2 a. When a Bid item in Contractor Proposal Schedule “A” has been provided for “Mobilization,” payment for mobilization Work shall be distributed equally over the first 2 progress payments up to the Bid amount of the “Mobilization.” Bid item but shall not exceed 3% of the Contract Price. If Contractor’s Bid item for “Mobilization” exceeds 3% of the Contract Price, then anything above 3% of the Contract Price shall be paid as a part of the Final Payment. 7. Material staging and construction trailer can be located in parking lot behind EOC as shown in Attachment to this Addendum No. 2. 8. Special security clearances will not be required of the contractor for this unoccupied portion of the work; however, any access to the adjacent headquarters building will require security clearance. 9. The Audio-Visual drawings and specifications will be posted before the start of construction. Accordingly, Contractors shall include the following allowance of Seven Hundred and Fifty Thousand dollars ($750,000) for the Audio/Visual (AV) System in their bid. The specifications for the AV bid will include a two-part qualification process for the AV Subcontractor. The successful Contractor for this project will be responsible for obtaining qualified AV Subcontractor bids and presenting them to the City. The City will make the final selection of the best-qualified Subcontractor after reviewing the bids for the AV System. The Contractor will be responsible for managing the AV Subcontractor’s Work as part of the contracted Work. Time and costs for the supervision and management of AV System subcontract, including any allowance items, shall be included in Contractor’s Base Bid. 10. Please replace page 31 of the 00 43 40 Bidder Information and Experience Form attached to this Addendum No. 2. 11. IT gear switch standard is Cisco. 12. The deadline to submit questions has now been changed to December 12, 2023, at 5 p.m. 13. The bid opening date has now been changed from December 19, 2023, to January 10, 2024 at 11 a.m. II. Questions and Answers: 1. Is the Audio-Visual scope included in this project, and will there be an AV eqp list and wiring diagrams added to the bid docs? Answer: See Edits and Clarifications to Bid Documents, item no. 9 above. 2. Spec section 07 26 00 item 3.2.B states to install vapor barrier directly on top of 4 inches of compacted rock per the requirements of the Geotechnical Report. I did not see a Geotechnical report provided in the bid documents. Structural details show compacted soil no Rock. Please provide a Geotechnical report and clarify is there rock under the slab patches. Answer: The soils report dated August 14th, 2020, has been provided as part of Addendum 2. It does not address vapor barrier; however, Contactor shall install a vapor barrier over the recompacted soil. Specification section 07 26 00 3.2 B has been revised. No rock material is to be placed under the slab patches. (IDS/SILLMAN) Please see Attachments to this Addendum No. 2. 3. Spec 05 12 00 section 1.6 is requiring a AISC Fabricator with a Category of STD and the Installer to have an AISC Certification with Category ACSE. With the small amount of steel on this project, I don’t believe a structural steel company that has AISC Certification for building hi-rise steel Bid No. PWS24-2272FAC Addendum No. 2 structures or steel bridges will want to bid this renovation. Please clarify if the AISC requirements can be removed from this project. Answer: Steel fabricator with a certification from AISC, or a qualified quality assurance and control plan to be reviewed and approved by the structural engineer of record and the governing jurisdiction, shall suffice in lieu of the certification requested in the bid documents. Or a well- recognized approval such as “City of Los Angeles Department of Building and Safety Approved Steel Fabricators.” Specification section 05 12 00 has been revised. (IDS) Please see Attachments to this Addendum No. 2. 4. Spec 05 40 00 and 05 50 00 notes they are from Addendum 01. I could not find Addendum 01 in the bid documents. Please clarify or provide the addendum. Answer: These references refer to the AWS codes in the California Building Code (Welding Requirements). 5. Several spec sections have reference to LEED Requirements. Please confirm there are no LEED requirements on this project. Answer: The extent of LEED requirements for this project will be those required by City Ordinance which state that LEED Silver equivalency is the minimum requirement on this project. 6. Spec section 270500 is asking “furnish a listing of the names of full-time employees that will work on the project and list their training and certification in the installations and testing of structured cabling. At all times through the duration of the project a minimum of 50% of the on-site cabling personnel including the project lead will be BICSI Certified Installers (ITS Installer 1). Submit the BICSI Installer Certificates with bid”. It also ask, “The bidder shall have a Registered Communication Distribution Designer (RCDD) with five (5) years of experience, on staff. Submit the RCDD Certificate and project information with bid” Personnel trained and certified in the design of the Commscope Cabling System. Submit the Cabling System Design Certificates with bid. Personnel trained and certified to install the Commscope Cabling System. Submit the Cabling System Installation Certificates with bid. This spec is written as if there is only one trade bidding the work, Cabling. At time of bid we may not know who will be on the project and between Bid Date and actual work date, employees may come and go, so asking for these documents at bid time does nothing to help select the low bidder. Asking for these documents in the submittal process is a much better time and much closer to the time to do the work. Please remove this document requirement at Bid Time. Answer: A BICSI certified RCDD is required to be on the project at all times. 7. In the bid docs we found form Optional Escrow Agreement that should be with the list of bid documents .So the question is how we have to provide it as we do not have project ? So we can not complete it. Please advise. Answer: The Optional Escrow Agreement should be signed and submitted at the time of bid. The city will only execute the form and open the Escrow account with the awarded contractor. The form is listed on Planetbids as an attachment, but it is not a required form. Bid No. PWS24-2272FAC Addendum No. 2 8. Is there a scope of work for relocation of staff within this RFP or will that be done by the City of Carlsbad separately? If separate, is there an open solicitation for these services? Answer: City staff will have vacated the work area prior to the start of the project. 9. Is there a scope of work for furniture removal and replacement, or new furniture purchase associated within this RFP or will that be done by the City of Carlsbad separately? If separate, is there an open solicitation for these services? Answer: All furniture remaining in work area is to be recycled/removed off site by Contractor as an item included in bid price. New furniture will be purchased and installed by City in coordination with contractor. Any new equipment specified in bid documents shall be purchased and installed by Contractor. 10. The specifications on page 714 (section 27 05 00 - 2) and the drawings page 60 (section T001) mention an Audiovisual Contractor, however we have yet to find the A/V scope, drawings, equipment list, etc. Can the City of Carlsbad clarify whether the A/V is in included within this project? Or, will the A/V be bid out at a later date? Or, has the City already awarded an AV contractor for this project? Answer: See Edits and Clarifications to Bid Documents, item no. 9 above. 11. Documents provided state "Bid set only - not for construction." When will "for construction" bid set be provided? Answer: Updated signed drawings have been included with this Addendum. The AV Drawings will be forthcoming per Edits and Clarifications to Bid Documents, item no. 9 above. 12. Demo drawing A200 item # 2.411 ask to remove, store and reinstall a vending machine. We are assuming this vending machine is serviced and supplied by an outside 3rd party service company. Please clarify will the City of Carlsbad remove and store this vending machine. Answer: Vending machine will be removed and reinstalled by City staff/vendors. 13. There is a large amount of furniture, AV equipment, etc. in the existing meeting rooms. Please clarify will the City be removing all the equipment and furniture before the demo is to begin or will the GC be required to demo/remove equipment, furniture, left at time of demo. If existing furniture/equipment is to be removed by the GC, please provide a list of equipment to be removed. Answer: See Questions and Answers, item no. 9 above. The City intends to remove all IT equipment from the work area and some of the furniture; however, some furniture items will be left behind for Contractor disposal/recycling. No list of materials will be provided prior to bid. 14. Finish Plan A600 shows new flooring in hallway E172. The demo plan A200 shows “Not in Contract” for hallway E172. Please clarify is their demo in E172 and does it get new flooring and wall base. Answer: Hallway E172 is in scope and will receive new flooring, baseboards, thresholds, paint, and door frame paint per Finish Plan. Corresponding drawings reflect this revision. Bid No. PWS24-2272FAC Addendum No. 2 15. Detail 8/A820 indicates new aluminum thresholds at existing doors to E103, E173 and E174. Both of these rooms are labeled as “Not in Contract”. Please clarify do these rooms get new aluminum thresholds? Please clarify is there existing thresholds to be removed or any other demo at these locations. Answer: The thresholds at the following existing doors are to be demolished: E172B, E173, E174, E100A, E100B, E187, E177, E179, E181, E183. These doors shall receive new thresholds per detail 8/A820. See new note 9 added to A600, Finish Floor Plan Notes. 16. At the site visit it was mentioned the AV part of this project is not ready and will be provided by November 29th. This project bids early on the 12th and that does not provide enough time to review the additional information. It is also after the RFI deadline. We need to have time to review and ask questions as needed. Please extend the bid date so we have time to review and send RFI’s if needed. Answer: See Edits and Clarifications to Bid Documents, item no. 9 above. Also, see revised bid due date. 17. Drawing M201, general note #1 “Patch and repair all un-used Openings to match adjacent construction”. Un-used openings are not shown on the drawings, In order to price this general note, please provide the number of un-used openings and what the adjacent construction materials are. Answer: General note # 1 removed and added to keynote #5. 18. Detail 5/S501 calls for compact soil per Geotech Report. There is no Geotech report provided with the bid documents. Please clarify the requirements for compaction or provide the Geotech report. Answer: Please see Attachments to this Addendum No. 2. 19. Spec section 072600 Vapor Retarder under section 3.2.B states to install vapor barrier directly on top of 4 inches of compacted rock per Geotechnical report. The structural details do not show any rock under new concrete and there is no Geotech report. Please clarify if there is rock and if so what is the rock size and depth. Answer: See Questions and Answers, item no. 2 above. 20. May we view the Pre-Bid meeting sign-in sheet? Answer: The attendee list at the mandatory job walk was previously uploaded to PlanetBids. 21. Bid Schedule line item A-15 Punchlist work, has an assigned value of $20,000. Is this an allowance or a fixed amount. Please clarify or explain the reasoning for a value assigned to this line item. The same thing for A-16 Closeout Documents. Answer: Reasoning is to ensure adequate Contractor attention to the timeliness of completing punchlist work. The same thought is behind the Closeout Documents valuation. Bid No. PWS24-2272FAC Addendum No. 2 22. Drawing M201 shows the removal of a vent. General note #1 states Patch and Repair all un-used Openings to match. Is there a roof warranty that needs to be maintained? Answer: General note # 1 removed and added to keynote #5. (IDS) 30-year roof warranty to be maintained. 23. Does the City have a roofing subcontractor that maintains this roof? Answer: The city has a roofing maintenance contract with Tremco Roofing, represented by Sten Johnson (stentalk@aol.com) 24. What is the roof material and assembly? Please provide a detail of how these openings are to be repaired and what roofing materials are to be used for the repair. Answer: Existing roof will be TremPly KEE 60 Mil Fleece Back Membrane. See details 11 & 12/A820 for typical roof penetrations. Repair and patch per manufacturer recommendations. 25. If our EMR rate is an average if 1.3% for the last 5 years, but we submit a letter of explanation written by our insurance broker explaining the situation that was caused by fraudulent claims, would the city consider the circumstances and accept our bid? Answer: Please submit the letter of explanation with your bid package written by your insurance broker. If you are the lowest bid, the city will review upon Award of the contract to confirm if you are also responsive and responsible. 26. Cabinet details 3, 6/A900 state “Base, Do Not Apply Rubber Base”. Detail 7/A900 states see Finish schedule. The finish schedule calls out IB-10 Rubber Base. Please clarify what base is to be used at the cabinets. Answer: Base at cabinets to match laminate faces. Rubber base to be used at walls. Detail 7/A900 revised. Please see Attachments to this Addendum No. 2. 27. General notes on S201.1 “Remove (E) Furring, Decorations, Roofing, Ceiling, Equipment, Fixtures, Utilities, Conduits, Piping & Arch. Items where necessary for new construction. Then install new finishes per Arch Dwgs”. These items are not quantifiable. We don’t know what decorations need to be removed. We don’t know what fixtures need to be removed that are not shown on the demo drawings, etc. Please provide a list of items to removed and salvaged. If you don’t know what will need to be removed and saved, please provide an allowance so all contractors are bidding the same scope of work. Thanks for your time. Answer: Note on S201.1 to stay. (IDS) Note 10 added to sheet A200 Demolition Floor Notes (SILLMAN) Please see Attachments to this Addendum No. 2. 28. Spec section 095423 Linear Metal Ceilings calls for the Linear plank system by Certain Teed Architectural. Detail 15/A850 calls out Hunter Douglas 300c. Please clarify product. Thanks Answer: Product to match ceiling in adjacent public entrance to the building: Hunter Douglas from Certainteed. 300C Linear Plank – Interior, Color: Anigre 8453, non-perforated, 20” module Bravo. Bid No. PWS24-2272FAC Addendum No. 2 This additional information has been added to finish schedule IC-30. Please see Attachments to this Addendum No. 2. 29. Spec Section 233300 has a reference to section 230923 Direct Digital Control System for HVAC. This section does not exist in the bid documents. Please clarify this missing spec section. Answer: Specification Section 23 33 00 updated. Reference to 230923 replaced with text "specified in other sections of these specifications and/or as required by the California Electrical Code.” (IDS) Please see Attachments to this Addendum No. 2. 30. Contract says 150 Working Days from March 2024- September 6,2024. March 1, 2024-September 6, 2024 is only 131 Working days. Please clarify. Answer: Contractor to provide schedule matching intent of bid documents. 31. Please provide what the existing BAS/DDC system brand is. (Distech, Niagara, Etc.) Answer: BAS/DDC is Carrier’s i-Vu system 32. What communication protocol: Open BACnet, Lonworks, or Proprietary based product? Answer: BACnet protocols for communication 33. Page M203 Note 11, requests a new DCV control sequence. Based on Note 13 does the unit already have DCV controls? Answer: Note 11 is correct. One (1) new CO2 sensor added. (IDS) Please see Attachments to this Addendum No. 2. 34. Page M203 shows two T-stat/Co2 locations for AC-4. Note 13 are the relocation notes for these sensors. Based on Note 13 does the unit already have DCV controls? Answer: AC- 4 has (1) thermostat and (2) CO2 sensors located in Conference room 107 (new) and EOC 106 (existing). Yes, the unit has DCV controls recently installed. 35. This room depicts 2 added air distribution devices. These devices are without a “Tag”, or a CFM requirement. In addition, the plans do not indicate where these ducts come from. or how long these duct runs would be. There is also a “Match Line” indicated at this same location. I do not see an M Sheet to match that line to. Are these air distribution devices intended to be a new install, as part of this project? Answer: Shaded area is not in scope of this project. Match line has been removed. (IDS) Please see Attachments to this Addendum No. 2. 36. Is Builder's Risk required on this project? Answer: No Bid No. PWS24-2272FAC Addendum No. 2 37. This project requires $2.0M per occurrence primary General Liability limit - - - and $2.0M CSL per accident Auto Liability limit. Can an Excess Liability policy be used to meet this limit? Answer: Yes, excess liability may be used to meet the requirements. 38. Drawing page A-501, acoustic wall panels with Z-Clip attachment require about a 5/8” gap at the top of the panels between ceiling to allow the panel clip to lift over the wall clip and set into place. (Please confirm 5/8” gap between panels and ceiling is acceptable Answer: A 5/8” gap at the top of the panels and between panels vertically is acceptable. 39. On page A-501, the wall panels come pre-manufactured at 48" wide. Is there a specific panel layout required for any elevations or can we start with 48" wide from either wall and finish opposite wall with whatever panel size it may be. Answer: Panel layout added to sheet A 501. Please see Attachments to this Addendum No. 2. 40. Drawing page A501. please clarify do panels sit on top of base or are panels going to floor with base over panels? Answer: Wall base to sit against wall, panels to stop short of wall base. 41. Please confirm a standard 7/8” wall angle with Armstrong BERC2 seismic perimeter clips are acceptable as listed in specification 2.3-F. 1.a. in lieu of detail 1 on page A850? Answer: A 1” wall angle with BERC 2 Clips per ESR 1308 is an acceptable alternate to the code requirement for a 2” wall angle. See attached EDR 1308 and revised Specification Section 09 51 00. Please see Attachments to this Addendum No. 2. 42. Please confirm that standard 12’x12’ – 144 SF in acceptable for seismic bracing at areas over 1,000 SF and that no seismic bracing is required at areas under 1,000 SF per CBC code requirements, In lieu of detail 6 page A850? Answer: Based on the requirements of essential facilities, the detail 6 on A850 should be followed. (IDS) - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 10.06.2023 07.28.2023 BUILDING PERMIT SUBMITTAL 02 10.06.2023 ISSUED FOR CONSTRUCTION G001 COVER SHEET CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 CARLSBAD EOC WING RENOVATION PROJECT PROJECT DIRECTORY MECHANICAL: IDS GROUP 9636 TIERRA GRANDE ST. SUITE 200 SAN DIEGO, CA 92126 TEL: (949) 387-8600 EXT 428 CONTACT: RONNIE JIMENEZ EMAIL: ronnie.jimenez@idsgi.com STRUCTURAL ENGINEER: IDS GROUP 9636 TIERRA GRANDE ST. SUITE 200 SAN DIEGO, CA 92126 TEL: (949) 387-8500 EXT 133 CONTACT:MATT MICHNEWICH EMAIL: matthew.michnewich@idsgi.com ELECTRICAL ENGINEER: IMEG 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 TEL: (858) 368-2401 CONTACT: MATT M. SAMAR EMAIL: matt.m.samar@imegcorp.com COST ESTIMATOR: CUMMING 15015 AVENUE OF SCIENCE, SUITE #160 SAN DIEGO, CA 92108 TEL: (858) 217-3583 CONTACT: ASHOK PATEL EMAIL: APATEL@CCORPUSA.COM ARCHITECTURAL: SILLMAN 7515 METROPOLITAN DR. SUITE 400 SAN DIEGO, CA 92108 TEL: (619) 294-7515 CONTACT: JULIO MEDINA EMAIL: jmedina@sillmanwright.com TECHNOLOGY ENGINEER: NV5 15070 AVENUE OF SCIENCE, SUITE #100 SAN DIEGO CA, 92108 TEL: (213) 412-4863 CONTACT: TIM WATERS EMAIL: TIM.WATERS@NV5.COM ACOUSTICS ENGINEER: IMEG 10920 VIA FRONTERA, SUITE #200 SAN DIEGO CA, 92127 TEL: (317) 580-6923 CONTACT: DAVID WRIGHT EMAIL: M.D.WRIGHT@IMEGCORP.COM SPEC WRITING: PS SPECIFICATIONS 8741 SALVADA AVENUE LAS VEGAS, NV 89148 TEL: (702) 941-7766 CONTACT: PATRICIA SMITH EMAIL: PATRICIA.SMITH415@GMAIL.COM 06.30.23 BUILDING PERMIT SUBMITTAL CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM 1 77 PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM G001 COVER SHEET DEPUTY CITY ENGINEER 10/30/2023 LICENSE # C61909 EOC CENTER - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 10.06.2023 07.28.2023 BUILDING PERMIT SUBMITTAL 02 10.06.2023 ISSUED FOR CONSTRUCTION 06.30.23 BUILDING PERMIT SUBMITTAL NOT TO SCALE G002 SHEET INDEX CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: NOT TO SCALEG002 1 PARCEL MAP Sheet Number Sheet Name GENERAL G001 COVER SHEET G003 PROJECT INFO / GENERAL NOTES G004 GENERAL NOTES / CALIFORNIA GREEN BUILDING STANDARDS G005 EGRESS/CODE ANALYSIS - EOC WING G006 CALGREEN CHECKLIST G007 CALGREEN CHECKLIST G008 CALGREEN CHECKLIST G010 ACCESSIBLE DETAILS ARCHITECTURAL A100 SITE PLAN A101 SWPP (E-29) A200 DEMOLITION FLOOR PLAN A201 DEMOLITION REFLECTED CEILING PLAN A203 PROPOSED FLOOR PLAN A203A DIMENSION FLOOR PLAN A203B PROPOSED FURNITURE PLAN A204 REFLECTED CEILING PLAN A205 PROPOSED ROOF PLAN A300 EXTERIOR ELEVATIONS - DEMOLITION AND NEW A310 BUILDING SECTIONS A500 INTERIOR ELEVATIONS A501 INTERIOR ELEVATIONS A600 FINISH PLAN, SCHEDULE, AND LEGEND A601 SIGNAGE PLAN AND SCHEDULE A700 DOOR & STOREFRONT SCHEDULE & LEGEND A801 DETAILS - FRAMING A802 DETAILS - FRAMING & WALL TYPES A820 DETAILS - DOORS, THRESHOLDS, FLOORS, & ROOF A830 DETAILS - STOREFRONT A831 DETAILS - STOREFRONT A850 DETAILS - CEILING A851 DETAILS - CEILING A890 DETAILS - BUILDING SIGNAGE A891 DETAILS - BUILDING SIGNAGE A900 DETAILS - CASEWORK STRUCTURAL S001 GENERAL NOTES S002 GENERAL NOTES S101 TYPICAL CONCRETE DETAILS S201.1 FOUNDATION PLAN - EOC WING S204.1 ROOF FRAMING PLAN - EOC WING S501 EQUIPMENT ANCHORAGE DETAILS S501.1 DETAILS MECHANICAL M001 NOTES, LEGEND, AND ABBREVIATIONS M002 SCHEDULES M200 DEMOLITION FLOOR PLAN - EOC WING M201 DEMOLITION ROOF PLAN - EOC WING M203 FLOOR PLAN - EOC WING M204 ROOF PLAN - EOC WING M801 DETAILS M802 DETAILS M821 CONTROL DIAGRAMS ELECTRICAL E000 ELECTRICAL COVERSHEET E100 ELECTRICAL SITE PLAN E201 ELECTRICAL POWER FLOOR PLAN E202 ELECTRICAL LIGHTING FLOOR PLAN E300 TITLE 24 FORMS E400 ELECTRICAL DIAGRAMS E500 ELECTRICAL SCHEDULES E700 ELECTRICAL DETAILS TECHNOLOGY T001 TECHNOLOGY INFRASTRUCTURE LEGENDS AND NOTES T002 TECHNOLOGY INFRASTRUCTURE LEGENDS AND LEGEND NOTES T203 TECHNOLOGY INFRASTRUCTURE PLAN - EOC WING T204 TECHNOLOGY INFRASTRUCTURE REFLECTED CEILING PLAN - EOC WING T205 TELECOM PLAN - EOC WING T401 TELECOM ENLARGED PLANS AND ELEVATIONS T501 AUDIOVISUAL INFRASTRUCTURE ROOM RISERS T601 TELECOM BUILDING RISER T602 TYPICAL TELECOM RISER T701 TECHNOLOGY INFRASTRUCTURE ELEVATIONS T801 TECHNOLOGY INFRASTRUCTURE DETAILS T901 TELECOM DETAILS T902 TELECOM DETAILS SECURITY Y001 SECURITY SYMBOLS, LEGEND, NOTES AND SCHEDULES Y203 SECURITY PLAN - EOC WING Y801 SECURITY DETAILS Y802 SECURITY DETAILS YD203 SECURITY/TELECOM DEMO PLAN - EOC WING TOTAL SHEET COUNT: 76 SHEET INDEX G002 SHEET INDEX G003 PROJECT INFO / GENERAL NOTES G004 GENERAL NOTES / CALIFORNIA GREEN BUILDING STANDARDS G005 EGRESS/CODE ANALYSIS - EOC WING G006 CALGREEN CHECKLIST G007 CALGREEN CHECKLIST G008 CALGREEN CHECKLIST G010 ACCESSIBLE DETAILS ARCHITECTURAL A100 SITE PLAN A101 SWPP (E-29) A200 DEMOLITION FLOOR PLAN A201 DEMOLITION REFLECTED CEILING PLAN A203 PROPOSED FLOOR PLAN A203A DIMENSION FLOOR PLAN A203B PROPOSED FURNITURE PLAN A204 REFLECTED CEILING PLAN A205 PROPOSED ROOF PLAN A300 EXTERIOR ELEVATIONS - DEMOLITION AND NEW A310 BUILDING SECTIONS A500 INTERIOR ELEVATIONS A501 INTERIOR ELEVATIONS A600 FINISH PLAN, SCHEDULE, AND LEGEND A601 SIGNAGE PLAN AND SCHEDULE A700 DOOR & STOREFRONT SCHEDULE & LEGEND A801 DETAILS - FRAMING A802 DETAILS - FRAMING & WALL TYPES A820 DETAILS - DOORS, THRESHOLDS, FLOORS, & ROOF A830 DETAILS - STOREFRONT A831 DETAILS - STOREFRONT A850 DETAILS - CEILING A851 DETAILS - CEILING A890 DETAILS - BUILDING SIGNAGE A891 DETAILS - BUILDING SIGNAGE A900 DETAILS - CASEWORK STRUCTURAL S001 GENERAL NOTES S002 GENERAL NOTES S101 TYPICAL CONCRETE DETAILS S201.1 FOUNDATION PLAN - EOC WING S204.1 ROOF FRAMING PLAN - EOC WING S501 EQUIPMENT ANCHORAGE DETAILS S501.1 DETAILS MECHANICAL M001 NOTES, LEGEND, AND ABBREVIATIONS M002 SCHEDULES M200 DEMOLITION FLOOR PLAN - EOC WING M201 DEMOLITION ROOF PLAN - EOC WING M203 FLOOR PLAN - EOC WING M204 ROOF PLAN - EOC WING M801 DETAILS M802 DETAILS M821 CONTROL DIAGRAMS ELECTRICAL E000 ELECTRICAL COVERSHEET E100 ELECTRICAL SITE PLAN E201 ELECTRICAL POWER FLOOR PLAN E202 ELECTRICAL LIGHTING FLOOR PLAN E300 TITLE 24 FORMS E400 ELECTRICAL DIAGRAMS E500 ELECTRICAL SCHEDULES E700 ELECTRICAL DETAILS TECHNOLOGY T001 TECHNOLOGY INFRASTRUCTURE LEGENDS AND NOTES T002 TECHNOLOGY INFRASTRUCTURE LEGENDS AND LEGEND NOTES T203 TECHNOLOGY INFRASTRUCTURE PLAN - EOC WING T204 TECHNOLOGY INFRASTRUCTURE REFLECTED CEILING PLAN - EOC WING T205 TELECOM PLAN - EOC WING T401 TELECOM ENLARGED PLANS AND ELEVATIONS T501 AUDIOVISUAL INFRASTRUCTURE ROOM RISERS T601 TELECOM BUILDING RISER T602 TYPICAL TELECOM RISER T701 TECHNOLOGY INFRASTRUCTURE ELEVATIONS T801 TECHNOLOGY INFRASTRUCTURE DETAILS T901 TELECOM DETAILS T902 TELECOM DETAILS SECURITY Y001 SECURITY SYMBOLS, LEGEND, NOTES AND SCHEDULES Y203 SECURITY PLAN - EOC WING Y801 SECURITY DETAILS Y802 SECURITY DETAILS YD203 SECURITY/TELECOM DEMO PLAN - EOC WING TOTAL SHEET COUNT: 7677 - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 2 77 G002 SHEET INDEX DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 REVISION NUMBER KEYNOTE REFERENCE PROPERTY LINE REVISION CLOUD INTERIOR ELEVATION REFERENCE ELEVATION NUMBER & SHEET NUMBER WINDOW REFERENCE DOOR REFERENCE N DETAIL REFERENCE SHEET NUMBER EXTERIOR ELEVATION REFERENCE SHEET NUMBER SHEET NUMBER SECTION REFERENCE NORTH ARROW CENTER LINE WALL TYPE REFERENCE A101 1 Ref 1Re f 1 Ref 1Re f ? 1 Room name 101 150 SF 1 A101 SIM 1 A101 SIM ROOM NAME M888 150 SF E 888 300 TOTAL OCC RM 1i 1t A.F.F. 1i 1'-0" 101 1 A101 SIM 1 OCCUPANCY TAG ROOM TAG SQUARE FOOTAGE SPOT ELEVATION CEILING TAG W/ HEIGHT PL 2560 ORION WAY CARLSBAD, CA 92010 NORTH 5 F W Y P A L O M A R A I R P O R T R D EL C A M I N O R E A L FARADAY AVE O RI ON WA Y - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 12" = 1'-0" G003 PROJECT INFO / GENERAL NOTES CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 ACOUS. ACOUSTICAL A.T. ACOUSTICAL TILE ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR AGR. AGGREGATE ALUM. ALUMINUM ANG., < ANGLE APPROX. APPROXIMATE ARCH. ARCHITECTURAL A.D. AREA DRAIN ASB. ASBESTOS ASPH. ASPHALT @ AT AHU. AIR HANDLING UNIT BM. BEAM BITUM. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BD. BOARD BTM. BOTTOM BLDG. BUILDING BIOHAZ. BIOHAZARD CAB. CABINET C.I. CAST IRON C.B. CATCH BASIN CBC CALIFORNIA BUILDING CODE CLKG. CAULKING CLG. CEILING CEM. CEMENT CHILL. CHILLER CT. CENTER CER. CERAMIC C.T. CERAMIC TILE CL CENTER LINE CLR. CLEAR CLO. CLOSET COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CORR. CORRIDOR CNTR. COUNTER CTSK. COUNTERSUNK C.U. CLEAN UTILITY DBL. DEG. DEPT. DET. DF. DIA. DIM. DISP. D.O. DN. DS. DWR. DWG. DR. FTN. D.S.P. (E). EA. E. E.W.C. ELEC. E.P. EL. ELEV. EMER. ENCL. EQ. EQPT. DOUBLE DEGREE DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIMENSION DISPENSER DOOR OPENING DOWN DOWNSPOUT DRAWER DRAWING DRINKING FOUNTAIN DRY STANDPIPE EXISTING EACH EAST ELECTRIC WATER COOLER ELECTRICAL ELECTRICAL PANEL BOARD ELEVATION ELEVATOR EMERGENCY ENCLOSURE EQUAL EQUIPMENT SST.,S.S., S.STL STD. STA. STL. STOR. STRUCT. SUSP. SYM. SUPV. S.U. TEL. T.V. TER. THK. T.P.D. T. & G. T.O.C. T.O.P. T.O.W. T.B. T. TYP. TOI. U/D. UNF. U.N.O. UR. U.C. US. VERT. VEST. V.A.V. V.C.T. V.G.D.F. V.I.F. VAT WSCT. W.C. WP. WRB WS WT. W. W/ W/O WD. W/D STAINLESS STEEL STANDARD STATION STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL SUPERVISOR SOILED UTILITY TELEPHONE TELEVISION TERRAZZO THICK TOILET PAPER DISPENSER TONGUE AND GROOVE TOP OF CURB TOP OF PAVEMENT TOP OF WALL TOWEL BAR TREAD TYPICAL TOILET UNDERCUT DOOR UNFINISHED UNLESS NOTED OTHERWISE URINAL URGENT CARE ULTRASOUND VERTICAL VESTIBULE VARIABLE AIR VOLUME VINYL COMPOSITE TILE VERTICAL GRAIN DOUGLAS FIR VERIFY IN FIELD VINYL ASBESTOS TILE WAINSCOT WATER CLOSET WATERPROOF WATER RESISTANT GYPSUM BOARD WOOD SCREW WEIGHT WEST WITH WITHOUT WOOD WASHER & DRYER EXST.,EXIST EXP. E.J. EXPO. EXT. E.W. F.O.C. F.O.C.D. F.O.F. F.O.G. F.O.S. FI. FT. F.A. F.E. F.E.C. FF&E F.H.C. FPRF. FLASH. F.B. FL. F.L.S. EXISTING EXPANSION EXPANSION JOINT EXPOSED EXTERIOR EACH WAY FACE OF CONCRETE FACE OF CABINET DOOR FACE OF FINISH FACE OF GYP. BD. FACE OF STUD FINISH FEET, FOOT FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FURNITURE AND EQUIPMENT FIRE HOSE CABINET FIRE PROOF FLASHING FLAT BAR FLOOR FIRE AND LIFE SAFETY F.D. FLUOR. FTG. FDN. F.S. FURR. FUT. GALV. GA. GL. G.B. GRG GR. GND. GYP. GYP.BD. G/C HDWR. HDWD. HGT.,HT H.C. H.M. HORZ. H.B. HR. I.D. INSUL. INT. ISOL. JAN. JT. KIT. LAB. LAM. LAV. LT. LKR. MAT. M.H. MFR. FLOOR DRAIN FLUORESCENT FOOTING FOUNDATION FULL SIZE FURRING FUTURE GALVANIZED GAUGE GLASS GRAB BAR GLASS FIBER REINFORCED GYPSUM GRADE GROUND GYPSUM GYPSUM WALLBOARD GENERAL CONTRACTOR HARDWARE HARDWOOD HEIGHT HOLLOW CORE HOLLOW METAL HORIZONTAL HOSE BIBB HOUR INSIDE DIAMETER INSULATION INTERIOR ISOLATION JANITOR JOINT KITCHEN LABORATORY LAMINATE LAVATORY LIGHT LOCKER MATERIAL MANHOLE MANUFACTURER M.O. MAX. MECH. M.B. M.C. MEMB. MTL. MIN. MIR. MISC. M.R. MTD. MUL. (N). NOM. N. N.I.C. N.T.S. NO. # N.S. NST. OBS. OFF. O.C. OPNG. OPP. O.D. O.F.C.I. O.F.O.I. P. P.C. PR. P.T.D. PTN. PLAS. P.LAM. PL. PLYWD. PT. P.T. PRCST. PTS. Q.T. MASONRY OPENING MAXIMUM MECHANICAL MECHANICAL BOLT MEDICINE CABINET MEMBRANE METAL MINIMUM MIRROR MISCELLANEOUS MOISTURE RESISTANT MOUNTED MULLION NEW NOMINAL NORTH NOT IN CONTRACT NOT TO SCALE NUMBER NUMBER NURSE STATION NON STRESS TEST OBSERVATION OFFICE ON CENTER OPENING OPPOSITE OUTSIDE DIAMETER OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED PANTRY POLISHED CHROME PAIR PAPER TOWEL DISPENSER PARTITION PLASTER PLASTIC LAMINATE PLATE PLYWOOD POINT POINT PRECAST PNEUMATIC TUBE STATION QUARRY TILE RAD. R.W.L. REF. REFR. RGST. REINF. REQ. RES. R. R.D. RM. R.O. SCHED. SECT. SHT. SH. SHRW. SIM. S.D. S.C. S. SPEC. SQ. RADIUS RAIN WATER LEADER REFERENCE REFRIGERATOR REGISTER REINFORCED REQUIRED RESILIENT RISER ROOF DRAIN ROOM ROUGH OPENING SCHEDULE SECTION SHEET SHELF SHOWER SIMILAR SOAP DISPENSER SOLID CORE SOUTH SPECIFICATION SQUARE SYMBOLS ABBREVIATIONS DISABLED ACCESS REQUIREMENTS APPLICABLE CODES LIST OF 2022 CALIFORNIA CODE OF REGULATIONS APPLICABLE CODES AS OF JANUARY 1, 2023: 2016 AMERICANS WITH DISABILITIES ACT, (A.D.A) CALIFORNIA CODE OF REGULATIONS • 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)..........(PART 1, TITLE 24, CCR) • 2022 CALIFORNIA BUILDING CODE (CBC), VOLS 1 & 2..........(PART 2, TITLE 24, CCR) (2021 EDITION INTERNATIONAL BUILDING CODE) • 2022 CALIFORNIA ELECTRICAL CODE (CEC)..........(PART 3, TITLE 24, CCR) (2020 EDITION NATIONAL BUILDING CODE) • 2022 CALIFORNIA MECHANICAL CODE (CMC)..........(PART 4, TITLE 24, CCR) (2021 EDITION UMC UNIFORM MECHANICAL CODE) • 2022 CALIFORNIA PLUMBING CODE (CPC)..........(PART 5, TITLE 24, CCR) (2021 EDITION UPC UNIFORM PLUMBING CODE) • 2022 CALIFORNIA ENERGY CODE..........(PART 6, TITLE 24, CCR) (2021 EDITION IECC INTERNATIONAL ENERGY CONSERVATION CODE) • 2022 CALIFORNIA FIRE CODE (CFC)..........(PART 9, TITLE 24, CCR) (2021 EDITION IFC INTERNATIONAL FIRE CODE) • 2022 CALIFORNIA EXISTING BUILDING CODE..........(PART 10, TITLE 24, CCR) (2021 IEBC INTERNATIONAL EXISTING BUILDING CODE) • 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE..........(PART 11, TITLE 24, CCR) (2021 IBC INTERNATIONAL BUILDING CODE) • 2022 CALIFORNIA REFERENCED STANDARDS CODE..........(PART 12, TITLE 24, CCR) NFPA 13 -2019 NFPA 72 -2019 PARTIAL LIST OF APPLICABLE STANDARDS: ADA STANDARDS FOR ACCESSIBLE DESIGN (UPDATED TITLE II & III)2016 EDITION 2022 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTER 35 NFPA 10 PORTABLE FIRE EXTINGUISHERS 2022 EDITION NFPA 13 AUTOMATIC SPRINKLER SYSTEMS (CALIFORNIA AMENDED)2022 EDITION NFPA 14 STANDPIPE SYSTEMS (CALIFORNIA AMENDED)2019 EDITION NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2021 EDITION NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2021 EDITION NFPA 20 STATIONARY PUMPS 2022 EDITION NFPA 22 WATER TANKS FOR PRIVATE PROTECTION 2023 EDITION NFPA 24 PRIVATE FIRE SERVICE MAINS (CALIFORNIA AMENDED)2022 EDITION NFPA 72 NATIONAL FIRE ALARM CODE AND SIGNALING CODE (CALIFORNIA AMENDED) (NOTE:SEE UL STANDARD 1971 FOR "VISUAL DEVICES")2022 EDITION NFPA 80 FIRE DOOR & OTHER OPENING PROTECTIVES 2022 EDITION NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS 2021 EDITION NFPA 110 EMERGENCY & STANDBY POWER SYSTEMS 2022 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2023 EDITION UL 464 AUDIBLE SIGNAL APPLIANCES 2021 EDITION UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS 2021 EDITION CITY OF CARLSBAD: ALL CONSTRUCTION WILL COMPLY WITH ALL CURRENT CODES: 2022 CA BUILDING, MECHANICAL, ELECTRICAL, PLUMBING, ENERGY, GREEN AND FIRE CODES, AND THE CITY OF CARLSBAD MUNICIPAL CODE. • MINIMUM SUBMITTAL REQUIREMENTS (B-46) • CAP BUILDING PLAN TEMPLATE (B-55) • STORM WATER TIER 1 SWPPP (E-29) • DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL (E-32) GENERAL NOTES 1. THESE DRAWINGS AND SPECIFICATIONS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTORS, SUBCONTRACTORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK, AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THE WORK REGARDLESS OF WHERE THE INFORMATION OCCURS IN THE DRAWINGS. 2. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS, UNLESS OTHERWISE NOTED ON THE DRAWINGS; WALLS ON CONCRETE CURBS ARE DIMENSIONED TO FACE OF CONCRETE CURB, ALL OTHER STUD WALLS ARE DIMENSIONED TO FACE OF STUD, AND STEEL COLUMNS ARE DIMENSIONED TO CENTERLINE. DO NOT SCALE THE DRAWINGS. 3. THE ARCHITECT ASSUMES RESPONSIBILITY ONLY FOR CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF DRAWING REVISIONS AND ASSUMES NO RESPONSIBILITY FOR ANY CONSTRUCTION BASED ON BID SETS OR ANY DRAWINGS WHICH DO NOT REFLECT APPROVAL FROM THE AUTHORITY HAVING JURISDICTION. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY ITEMS AND PROCEDURES FROM THE START OF CONSTRUCTION THROUGH OCCUPANCY. 5. THE GENERAL CONTRACTOR SHALL VERIFY LOCATION OF TRANSFORMERS AND UNDERGROUND UTILITIES WITH APPLICABLE UTILITY COMPANIES. 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED ROUGH OPENINGS, TOLERANCES, AND CLEARANCES NECESSARY TO COMPLETE THE CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 7. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS. SUBCONTRACTORS SHALL VERIFY THAT ANY WORK RELATED TO THEM, WHICH MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. 8. THE GENERAL CONTRACTOR SHALL VERIFY, AT THE SITE, ALL CONDITIONS AFFECTING WORK AND SHALL REVIEW THE CONTRACT DOCUMENTS FOR ANY AREAS OF QUESTION AFFECTING COST, CONSTRUCTION AND GUARANTEE, AND ANY DRAWING, DIMENSIONAL, DETAIL OR NOTE CONFLICT, DISCREPANCY, ILLEGIBILITY OR OMISSION. ALL AREAS OF QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING BEFORE COMMENCING ANY WORK AND/OR SUBMITTING ANY BID. COMMENCEMENT OF ANY WORK SHALL CONSTITUTE ACCEPTANCE BY THE CONTRACTOR OF ALL CONDITIONS AFFECTING WORK. 9. ALL CONSTRUCTION SHALL BE IN STRICT CONFORMANCE WITH THE MANUFACTURERS' LATEST SPECIFICATION. ALL DISCREPANCIES BETWEEN THESE SPECIFICATIONS AND THE CONTRACT DOCUMENTS PREPARED BY THE ARCHITECT AND HIS CONSULTANTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE COMMENCING WORK. 10. CONCRETE PAVING AND CONCRETE FINISHES WITH GRADIENTS UNDER 5% SHALL HAVE A NON-SLIP MEDIUM BROOM FINISH, WITH BROOM STROKES PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL. CONCRETE PAVING WITH GRADIENTS OVER 5% SHALL HAVE A NON-SLIP HEAVY BROOM FINISH. A ROCK SALT FINISH IS NOT ACCEPTABLE. 11. COMPLY WITH 2019 CFC CHAPTER 14 DURING ALL PHASES OF PROJECT. DISABLED ACCESS PARKING SPACES: (PER SEC. 11B-208, 11B-502 & 11B-503) A. ACCESSIBLE SPACES SHALL BE LOCATED AS FOLLOWS PER SECTION 11B-208: 1. ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE WHEN SERVING A PARTICULAR BUILDING. 2. ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE OF A PARKING FACILITY. 3. DISPERSED AND LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO ACCESSIBLE ENTRANCES WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING. B. VAN SPACES SHALL BE A MINIMUM OF 216 INCHES LONG AND 144 INCHES WIDE AND SHALL HAVE AN ADJACENT ACCESS AISLE. SEE SECTION 11B-502.2 1. VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCHES WIDE MINIMUM. HERE THE ACCESS AISLE IS 96 INCHES WIDE MINIMUM. C. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. SEE SECTION 11B-502.3 1. ACCESS AISLES SHALL BE A MINIMUM OF 60 INCHES WIDE AND EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE. 2. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR PERIMETER WITH A BLUE HATCH INSIDE AND "NO PARKING" IN WHITE LETTERING. 3. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY AND ARE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING, EXCEPT FOR VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. 4. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. D. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. SLOPES NOT STEEPER THAT 1:48 SHALL BE PERMITTED. SEE SECTION 11B-502.4 E. PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES. SEE SECTION 11B-502.5 F. PERMANENT PARKING SPACE IDENTIFICATION SIGNS SHALL MEET THE FOLLOWING REQUIREMENTS PER SECTION 11B-502.6: 1. INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND ON A REFLECTORIZED SIGN 36 INCHES WIDE BY 36 INCHES HIGH. 2. HAVE A MINIMUM AREA OF 70 SQUARE INCHES. 3. BE LOCATED 60 INCHES FROM THE CENTERLINE OF THE PARKING SPACE WITH ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE LENGTH. 4. BE LOCATED 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, UNLESS LOCATED WITHIN A CIRCULATION PATH, SIGNS SHALL BE AT 80 INCHES MINIMUM. 5. CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SIGN OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250". 6. CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN WITH THE DESIGNATION "VAN ACCESSIBLE" TO IDENTIFY VAN PARKING SPACES. 7. BE VISIBLE FROM EACH PARKING SPACE AS PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE. G. EACH ACCESSIBLE PARKING SPACE SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON THE SURFACE. SEE SECTION 11B-502.4 H. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. SEE SECTION 11B-502.7 1. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING SPACES IN WHICH THEY PARKED. 2. A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. I. AN ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES WIDE BY 22 INCHES HIGH AND CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT OF 1 INCH PER SECTION 11B-502.8: ""UNAUTHORIZED" VEHICLES IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: _________ OR BY TELEPHONING: _________. " (BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN) THE ADDITIONAL SIGN SHALL BE POSTED EITHER: 1. IN A CONSPICUOUS PLACE A EACH ENTRANCE TO AN OFF- STREET PARKING FACILITY 2. OR IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE. J. PROVIDE A PASSENGER ACCESS AISLE, 60 INCHES WIDE AND THE FULL LENGTH OF THE VEHICLE SPACES THEY SERVE, AND PARALLEL TO THE PASSENGER LOADING SPACE PER SECTION 11B - 503.3 THE FOLLOWING DISABLED ACCESS ITEMS ARE TAKEN FROM THE 2022 EDITION OF CALIFORNIA ADMINISTRATIVE CODE TITLE 24, 2022 CBC PER CHAPTER 11B ALL PUBLICLY AND PRIVATELY FUNDED PUBLIC ACCOMMODATIONS AND COMMERCIAL FACILITIES SHALL BE ACCESSIBLE TO PERSONS WITH PHYSICAL DISABILITIES AS FOLLOWS: 1. ANY BUILDING, STRUCTURE, FACILITY, COMPLEX, OR IMPROVED AREA, OR PORTIONS THEREOF, WHICH ARE USED BY THE GENERAL PUBLIC. 2. ANY SANITARY FACILITIES WHICH ARE MADE AVAILABLE FOR THE PUBLIC, CLIENTS, OR EMPLOYEES IN SUCH ACCOMMODATIONS OR FACILITIES. 3. ANY CURB OR SIDEWALK INTENDED FOR PUBLIC USE THAT IS CONSTRUCTED WITH PRIVATE FUNDS. 4. ALL EXISTING ACCOMMODATION WHEN ALTERATIONS, STRUCTURAL REPAIRS OR ADDITIONS ARE MADE TO SUCH ACCOMMODATIONS. GENERAL: TO ASSURE THAT BARRIER-FREE DESIGN IS INCORPORATED IN ALL BUILDINGS, FACILITIES, SITE WORK AND OTHER IMPROVEMENTS, THESE STANDARDS APPLY TO ALL ADDITIONS, ALTERATIONS AND STRUCTURAL REPAIRS. THESE STANDARD INCORPORATE THE REQUIREMENTS COVERED IN TITLE II AND III OF THE AMERICAN WITH DISABILITIES ACT OF 1990. NOTE: ALL FIGURES AND TABLES REFERENCED IN THIS CHECKLIST ARE PRINTED IN CALIFORNIA ADMINISTRATIVE CODE, TITLE 24. SITE ACCESSIBILITY: A. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC. B. WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED ON A SITE, ACCESSIBLE ROUTES OF TRAVEL SHALL BE PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES. C. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR FUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES PROJECT SCOPE OF WORK INCLUDES BUT NOT LIMITED TO THE LIST BELOW, SEE DRAWINGS FOR ADDITIONAL SCOPE. ARCHITECTURAL CONVERSION OF EXISTING MEETING ROOM E185, AND A/V EQUIPMENT ROOM E186 INTO NEW COMMUNITY RISK OFFICE SPACE. COMMUNITY RISK SPACE INCLUDES 2 PRIVATE OFFICES, 9 CUBICLES, AND A CONFERENCE ROOM SHARED WITH THE NEW EOC SPACE. CONVERSION OF EXISTING MEETING ROOMS E183 & E184 INTO NEW EOC SPACE. NEW EOC SPACE INCLUDES 6 BANKS PODS OF WORKSTATIONS AND 2 ADDITIONAL WORKSTATIONS FOR MANAGEMENT PERSONNEL. CONVERSION OF EXISTING STORAGE E182 SPACE INTO NEW AV/IT ROOM AND SMALLER CONFERENCE ROOM WITH MILLWORK TO SUPPORT NEW EOC SPACE. CONVERSION OF OFFICE E180 INTO OFFICE FOR EOC DIRECTOR. NEW OFFICE WILL INCLUDE OFFICE DESK WITH MONITORS. STRUCTURAL NEW A/V EQUIPMENT TO BE SEISMICALLY BRACED. ELECTRICAL TRANSFORMER TO BE SEISMICALLY BRACED IN E108. ELECTRICAL NEW TRANSFORMER IN EXISTING ELECTRICAL ROOM. NEW LIGHTING LAYOUT AND POWER TO BE PROVIDED. MECHANICAL NEW MECHANICAL DUCT DISTRIBUTION SYSTEM, NEW MINI SPLIT FOR AV/IT ROOM. TECHNOLOGY NEW TECHNOLOGY INFRASTRUCTURE INCLUDING DISPLAYS, NETWORK EQUIPMENT. SECURITY NEW CARD READERS, UPDATED SECURITY SYSTEMS WITH NEW PANELS. NO SITE OR LANDSCAPE SCOPE AS PART OF THIS PROJECT. DISABLED ACCESS REQUIREMENTS SCOPE OF WORK PROJECT INFORMATION PROPERTY ADDRESS: 2560 ORION WAY CARLSBAD, CA 92010 PROPERTY OWNER: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE, CARLSBAD, CA 92008 STEVEN STEWART -FACILITIES ENGINEERING DIV. (760) 602-7543 STEVEN.STEWART@CARLSBADCA.GOV APN: 209-050-26-00 YEAR BUILT:1985 LEGAL DESCRIPTION:LOT B*DOC82-201566 IN ACREAGE: 26.28 TOTAL BLDG AREA:53,207 SQ. FT (NO CHANGE) P&FH 1ST FLOOR AREA:32,305 SQ. FT. (NO CHANGE) EOC WING 1ST FLOOR AREA: 6,350 SQ. FT. (NO CHANGE) TOTAL 1ST FLOOR AREA:38,655 SQ. FT. (NO CHANGE) TOTAL ALLOWABLE AREA (TABLE 506.2):69,000 SQ. FT. -TYPE II-B (FULLY SPRINKLERED) BUILDING HEIGHT:30 FT (TOP OF PARAPET) NO CHANGE TOTAL ALLOWABLE HEIGHT (TABLE 504.3):75' FT -TYPE II-B (FULLY SPRINKLERED) REMODELED AREA: EOC WING 6,350 SQ. FT. SPRINKLERED: FULLY SPRINKLERED USE AND OCCUPANCY CLASSIFICATION: EOC WING B (BUSINESS), S-1 (STORAGE) CONSTRUCTION TYPE CLASSIFICATION: TYPE II-B (EOC WING) WATER / WASTE: CARLSBAD MUNICIPAL WATER DISTRICT BASED ON THE ANALYTICAL RESULTS FROM THIS SURVEY, PREPARED BY NINYO & MOORE (08.21.20), HAZARDOUS MATERIALS (HAZMAT) ARE LOCATED IN THE SUBJECT BUILDING. MATERIALS, WHICH WERE NOT SAMPLED AS PART OF THIS ASSESSMENT, THAT ARE UNIFORM IN COLOR, TEXTURE, CONSTRUCTION OR APPLICATION DATE, AND/OR GENERAL APPEARANCE TO MATERIALS FOUND TO CONTAIN HAZMAT, SHOULD BE ASSUMED TO BE HAZARDOUS. THE IDENTIFIED HAZMAT SHOULD NOT BE DISTURBED. PRIOR TO BUILDING RENOVATION AND/OR DEMOLITION ACTIVITIES, A LICENSED HAZMAT ABATEMENT CONTRACTOR SHOULD REMOVE THE HAZMAT IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO CONFIRM HAZMAT LOCATIONS AND QUANTITIES PRIOR TO BID SUBMITTALS AND INITIATING RENOVATION AND/OR DEMOLITION ACTIVITIES FOR THE SUBJECT BUILDING. CONTRACTOR TO REVIEW FULL REPORT FOR ADDITIONAL INFORMATION: HAZARDOUS MATERIALS HAZARDOUS BUILDING MATERIALS SURVEY CARLSBAD SAFETY CENTER RENOVATION 2560 ORION WAY CARLSBAD, CALIFORNIA CITY OF CARLSBAD 1635 FARADAY AVENUE | CARLSBAD, CALIFORNIA AUGUST 21, 2020 | PROJECT NO. 108715012 • REVISE SPRINKLER SYSTEM LAYOUT • SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFERRED SUBMITTAL VICINITY MAP - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 3 77 G003 PROJECT INFO / GENERAL NOTES DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION G004 GENERAL NOTES / CALIFORNIA GREEN BUILDING STANDARDS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 THE FOLLOWING NON-RESIDENTIAL GREEN BUILDING STANDARDS ARE TAKEN FROM THE 2022 EDITION OF CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES: A.PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. (CGC 102.3) B.ELECTRIC VEHICLE (EV) CHARGING: [N] CONSTRUCTION SHALL COMPLY WITH SECTION 5.106.5.3.1 OR SECTION 5.106.5.3.2. OF 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE TO FACILITATE FUTURE INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). WHEN EVSE(S) IS/ARE INSTALLED, IT SHALL BE IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE, THE CALIFORNIA ELECRICAL CODE AND AS FOLLOWS: 1.SINGLE CHARGING SPACE REQUIRMENTS:[N] WHEN ONLY A SINGLE CHARGING SPACE IS REQUIRED PER TABLE 5.106.5.3.3, A RACEWAY IS REQUIRED TO BE INSTALLED AT THE TIME OF CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: • THE TYPE AND LOCATION OF THE EVSE. • A LISTED RACEWAY CAPABLE OF ACCOMMODATING A 208/240- VOLT DEDICATED BRANCH CIRCUIT. • THE RACEWAYSHALL NOT BE LESS THAN TRADE SIZE 1". • THE RACEWAY SHALL ORIGINATE AT A SERVICE PANEL OR A SUBPANEL SERVING THE AREA, AND SHALL TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING EQUIPMENT AND INTO A LISTED SUITABLE CABINET, BOX, ENCLOSURE OR EQUIVALENT. • THE SERVICE PANEL OR SUBPANEL SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE A MINIMUN 40-AMPRERE DEDICATED BRANCH CIRCUIT FOR THE FUTURE INSTALLATION OF THE EVSE. 2.MULTIPLE CHARGING SPACE REQUIRMENTS:[N] WHEN MULTIPLE CHARGING SPACES ARE REQUIRED PER TABLE 5.106.5.3.3 RACEWAY(S) IS/ARE REQUIRED TO BE INSTALLED AT THE TIME OF CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: • THE TYPE AND LOCATION OF THE EVSE. • THE RACEWAY(S) SHALL ORIGINATE AT A SERVICE PANEL OR A SUBPANEL(S) SERVING THE AREA, AND SHALL TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING EQUIPMENT AND INTO LISTED SUITABLE CABINET(S), BOX(S), ENCLOSURE(S) OR EQUIVALENT. • PLAN DESIGN SHALL BE BASED UPON 40-AMPRERE MINIMUN BRANCH CIRCUITS. • ELECTRICAL CALCULATIONS SHALL SUBSTANTIATE THE DESIGN OF THE ELECTRICAL SYSTEM, TO INCLUDE THE RATING OF EQUIPMENT AND ANY ON-SITE DISTRIBUTION TRANSFORMERS AND HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL REQUIRED EVS AT ITS FULL RATED AMPERAGE. • THE SERVICE PANEL OR SUBPANEL(S) SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE THE REQUIRED NUMBER OF DEDICATED BRANCH CIRCUIT(S) FOR THE FUTURE INSTALLATION OF THE EVSE. 3.EV CHARGING SPACE CALCULATIONS: [N] TABLE 5.106.5.3.3 SHALL BE USED TO DETERMINE IF SINGLE OR MULTIPLE CHARGING SPACE REQUIREMENTS APPLY FOR THE FUTURE INSTALLATION OF EVSE. EXCEPTIONS: ON A CASE-BY-CASE BASIS WHERE THE LOCAL ENFORCING AGENCY HAS DETERMINED EV CHARGING AND INFRASTRUCTURE IS NOT FEASIBLE BASED UPON ONE OR MORE OF THE FOLLOWING CONDITIONS: • WHERE THERE IS INSUFFICIENT ELECTRICAL SUPPLY. • WHERE THERE IS EVIDENCE SUITABLE TO THE LOCAL ENFORCING AGENCY SUBSTANTIATING THAT ADDITIONAL LOCAL UTILITY INFRASTRUCTURE DESIGN REQUIREMENTS, DIRECTLY RELATED TO THE IMPLEMENTATION OF SECTION 5.106.5.3, MAY ADVERSELY IMPACT THE CONSTRUCTION COST OF THE PROJECT. NON-RESIDENTIAL GREEN BUILDING STANDARDS 3.FOR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE TENANT-OCCUPANT VEHICULAR PARKING SPACES, PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT OF THE VEHICULAR PARKING SPACES BEING ADDED, WITH A MINIMUM OF ONE BICYCLE PARKING FACILITY. 4.FOR NEW SHELL BUILDINGS IN PHASED PROJECTS PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT OF THE ANTICIPATED TENANT-OCCUPANT VEHICULAR PARKING SPACES WITH A MINIMUM OF ONE BICYCLE PARKING FACILITY. 5.ACCEPTABLE PARKING FACILITIES SHALL BE CONVENIENT FROM THE STREET AND SHALL MEET ONE OF THE FOLLOWING: • COVERED, LOCKABLE ENCLOSURES WITH PERMANENTLY ANCHORED RACKS FOR BICYCLES; • LOCKABLE BICYCLE ROOMS WITH PERMAMENTLY ANCHORED RACKS; OR • LOCKABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS. D.DESIGNATED PARKING FOR CLEAN AIR VEHICLES: IN NEW PROJECTS OR ALTERATIONS THAT ADD 10 OR MORE VEHICULAR PARKING SPACES, PROVIDE DESIGNATED PARKING FOR ANY COMBINATION OF LOW-EMITTING, FUEL-EFFICIENT AND CARPOOL/VAN VEHICLES AS FOLLOW: • PARKING STALL MARKING: PAINT, IN THE PAINT USED FOR STALL STRIPING, THE FOLLOWING CHARACTERS SUCH THAT THE LOWER EDGE OF THE LAST WORD ALIGNS WITH THE END OF THE STALL STRIPING AND IS VISIBLE BENEATH A PARKED VEHICLE:CLEAN AIR / VANPOOL / EV • NOTE: VEHICLES BEARING CLEAN AIR VEHICLE STICKERS FROM EXPIRED HOV LANE PROGRAMS MAY BE CONSIDERED ELIGIBLE FOR DESIGNATED PARKING SPACES. E.LIGHT POLLUTION REDUCTION: [N] OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH THE FOLLOWING: • THE MINIMUM REQUIREMENTS IN THE CALIFORNIA ENERGY CODE FOR LIGHTING ZONES 0-4 AS DEFINED IN CHAPTER 10, SECTION 10-114 OF THE CALIFORNIA ADMINISTRATIVE CODE; AND • BACKLIGHT (B) RATINGS AS DEFINED IN IES TM-15-11 (SHOWN IN TABLE A-1 IN CHAPTER 8); • UPLIGHT AND GLARE RATINGS AS DEFINED IN CALIFORNIA ENERGY CODE (SHOWN IN TABLES 130.2-A AND 130.2-B IN CHAPTER 8) AND • ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN TABLE 5.106.8 [N], OR COMPLY WITH A LOCAL ORDINANCE LAWFULLY ENACTED PURSUANT TO SECTION 101.7, WHICHEVER IS MORE STRINGENT. EXCEPTIONS: [N] • LUMINAIRES THAT QUALIFY AS EXCEPTIONS IN SECTION 140.7 OF THE CALIFORNIA ENERGY CODE • EMERGENCY LIGHTING. • BUILDING FACADE MEETING THE REQUIREMENTS IN TABLE 140.7-B OF THE CALIFORNIA ENERGY CODE, PART 6. • CUSTOM LIGHTING FEATURES AS ALLOWED BY THE LOCAL ENFORCING AGENCY, AS PERMITTED BY SECTION 101.8 ALTERNATE MATERIALS, DESIGNS AND METHODS OF CONSTRUCTION. F.MOISTURE CONTROL: EMPLOY MOISTURE CONTROL MEASURES BY THE FOLLOWING METHODS: 1.SPRINKLERS: DESIGN AND MAINTAIN LANDSCAPE IRRIGATION SYSTEMS TO PREVENT SPRAY ON STRUCTURES. 2.ENTRIES AND OPENINGS:DESIGN EXTERIOR ENTRIES AND/OR OPENINGS SUBJECT TO FOOT TRAFFIC OR WIND- DRIVEN RAIN TO PREVENT WATER INTRUSION INTO BUILDINGS AS FOLLOWS: • EXTERIOR DOOR PROTECTION: PRIMARY EXTERIOR ENTRIES SHALL BE COVERED TO PREVENT WATER INTRUSION BY USING NONABSORBENT FLOOR AND WALL FINISHES WITHIN AT LEAST 2 FEET AROUND AND PERPENDICULAR TO SUCH OPENINGS PLUS AT LEAST ONE OF THE FOLLOWING: a. AN INSTALLED AWNING AT LEAST 4 FEET IN DEPTH. b. THE DOOR IS PROTECTED BY A ROOF OVERHANG AT LEAST 4 FEET IN DEPTH. c. THE DOOR IS RECESSED AT LEAST 4 FEET. d. OTHER METHODS WHICH PROVIDE EQUIVALENT PROTECTION. • FLASHING: INSTALL FLASHINGS INTEGRATED WITH A DRAINAGE PLANE. G.CONSTRUCTION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.2 OR 5.408.1.3; OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT. 1. CONSTRUCTION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.2 OR 5.408.1.3; OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT. • CONSTRUCTION WASTE MANAGEMENT PLAN: WHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE THAT IS MORE STRINGENT, SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN THAT a. IDENTIFIES THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY EFFICIENT USAGE, RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. b. DETERMINES IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE- SEPARATED) OR BULK MIXED (SINGLE STREAM). c. IDENTIFIES DIVERSION FACILITIES WHERE CONSTRUCTION AND DEMOLITION WASTE MATERIAL COLLECTED WILL BE TAKEN. d. SPECIFIES THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. 2.WASTE STREAM REDUCTION ALTERNATIVE: THE COMBINED WEIGHT OF NEW CONSTRUCTION DISPOSAL THAT DOES NOT EXCEED TWO POUNDS PER SQUARE FOOT OF BUILDING AREA MAY BE DEEMED TO MEET THE 65 PERCENT MINIMUM REQUIREMENT AS APPROVED BY THE ENFORCING AGENCY. 3.DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTIONS 5.408.1.1 THROUGH 5.408.1.3. THE WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE ACCESSIBLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. H.EXCAVATED SOIL AND LAND CLEARING DEBRIS: 100 PERCENT OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION AND SOILS RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. FOR A PHASED PROJECT, SUCH MATERIAL MAY BE STOCKPILED ON SITE UNTIL THE STORAGE SITE IS DEVELOPED. EXCEPTION:REUSE, EITHER ON-OR OFF-SITE, OF VEGETATION OR SOIL CONTAMINATED BY DISEASE OR PEST INFESTATION. I.RECYCLING BY OCCUPANTS: PROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE ENTIRE BUILDING AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A MINIMUM) PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE, AND METALS OR MEET A LAWFULLY ENACTED LOCAL RECYCLING ORDINANCE, IF MORE RESTRICTIVE. EXCEPTION: RURAL JURISDICTIONS THAT MEET AND APPLY FOR THE EXEMPTION IN PUBLIC RESOURCES CODE 42649.82 (A)(2)(A) ET SEQ. SHALL ALSO BE EXEMPT FROM THE ORGANIC WASTE PORTION OF THIS SECTION. J.DOCUMENTATION AND TRAINING: [N]A SYSTEMS MANUAL AND SYSTEMS OPERATIONS TRAINING ARE REQUIRED, INCLUDING OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS IN CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. 1.SYSTEMS MANUAL: [N]DOCUMENTATION OF THE OPERATIONAL ASPECTS OF THE BUILDING SHALL BE COMPLETED WITHIN THE SYSTEMS MANUAL AND DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE. THE SYSTEMS MANUAL SHALL INCLUDE THE FOLLOWING: a. SITE INFORMATION, INCLUDING FACILITY DESCRIPTION, HISTORY AND CURRENT REQUIREMENTS. b. SITE CONTACT INFORMATION. c. BASIC OPERATIONS AND MAINTENANCE, INCLUDING GENERAL SITE OPERATING PROCEDURES, BASIC TROUBLESHOOTING, RECOMMENDED MAINTENANCE REQUIREMENTS, SITE EVENTS LOG. d. MAJOR SYSTEMS. e. SITE EQUIPMENT INVENTORY AND MAINTENANCE NOTES. f. A COPY OF VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. g. OTHER RESOURCES AND DOCUMENTATION, IF APPLICABLE. K.COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION: AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. L.FINISH MATERIAL POLLUTANT CONTROL: FINISH MATERIALS SHALL COMPLY WITH SECTIONS 5.504.4.1 THROUGH 5.504.4.5 OF CGC. ( ADHESIVES, SEALANTS AND CAULKS, PAINTS AND COATINGS, CARPET SYSTEMS AND COMPOSITE WOOD PRODUCTS) M.FILTERS: IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. EXCEPTION:EXISTING MECHANICAL EQUIPMENT. N.ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL: WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT SMOKING WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE WINDOWS AND WITHIN THE BUILDING AS ALREADY PROHIBITED BY OTHER LAWS OR REGULATIONS; OR AS ENFORCED BY ORDINANCES, REGULATIONS OR POLICIES OF ANY CITY, COUNTY, CITY AND COUNTY, CALIFORNIA COMMUNITY COLLEGE, CAMPUS OF THE CALIFORNIA STATE UNIVERSITY, OR CAMPUS OF THE UNIVERSITY OF CALIFORNIA, WHICHEVER ARE MORE STRINGENT. WHEN ORDINANCES, REGULATIONS OR POLICIES ARE NOT IN PLACE, POST SIGNAGE TO INFORM BUILDING OCCUPANTS OF THE PROHIBITIONS. O.EXTERIOR NOISE TRANSMISSION, PRESCRIPTIVE METHOD: WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MAKING UP THE BUILDING OR ADDITION ENVELOPE OR ALTERED ENVELOPE SHALL MEET A COMPOSITE STC RATING OF AT LEAST 50 OR A COMPOSITE OITC RATING OF NO LESS THAN 40, WITH EXTERIOR WINDOWS OF A MINIMUM STC OF 40 OR OITC OF 30 IN THE FOLLOWING LOCATIONS: • WITHIN THE 65 CNEL NOISE CONTOUR OF AN AIRPORT. • WITHIN THE 65 CNEL OR LDN NOISE CONTOUR OF A FREEWAY OR EXPRESSWAY, RAILROAD, INDUSTRIAL SOURCE OR FIXED- GUIDEWAY SOURCE AS DETERMINED BY THE NOISE ELEMENT OF THE GENERAL PLAN. P.INTERIOR SOUND TRANSMISSION: WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES AND TENANT SPACES AND PUBLIC PLACES SHALL HAVE AN STC OF AT LEAST 40. Q.OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS 1. CHLOROFLUOROCARBONS (CFCS): INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCS. 2.HALONS: INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS. R.WATER REDUCTION MAXIMUM FIXTURE FLOW RATES SHALL COMPLY WITH THE FOLLOWING: C.BICYCLE PARKING: [BSC-CG] COMPLY WITH SECTIONS 5.106.4.1.1 AND 5.106.4.1.2; OR MEET THE APPLICABLE LOCAL ORDINANCE, WHICHEVER IS STRICTER. 1.SHORT-TERM BICYCLE PARKING:IF THE NEW PROJECT OR AN ADDITION OR ALTERATION IS ANTICIPATED TO GENERATE VISITOR TRAFFIC, PROVIDE PERMANENTLY ANCHORED BICYCLE RACKS WITHIN 200 FEET OF THE VISITORS' ENTRANCE, READILY VISIBLE TO PASSERS-BY, FOR 5 PERCENT OF NEW VISITOR MOTORIZED VEHICLE PARKING SPACES BEBING ADDED, WITH A MINIMUM OF ONE TWO-BIKE CAPACITY RACK. EXCEPTION: ADDITIONS OR ALTERATIONS WHICH ADD NINE OR LESS VISITOR VEHICULAR PARKING SPACES. 2. LONG-TERM BICYCLE PARKING: FOR NEW BUILDINGS WITH TENANT SPACES THAT HAVE 10 OR MORE TENANT-OCCUPANTS OR FOR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE TENANT VEHICULAR PARKING SPACES, PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT OF THE TENANT-OCCUPANT VEHICULAR PARKING SPACES BEING ADDED, WITH A MINIMUM OF ONE VEHICLE PARKING FACILITY. FIRE PENETRATION GENERAL NOTES • PENETRATIONS OF FIRE WALLS SHALL BE PROTECTED WITH THROUGH-PENETRATION FIRE STOPS AND MEMBRANE- PENETRATION FIRE STOPS IN ACCORDANCE WITH IBC SECTION 714. • PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 714 • STEEL ELECTRICAL OUTLET BOXES AT FIRE BARRIER WALLS SHALL NOT EXCEED 16 SQ IN, SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQ FT OF WALL, AND SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF TWENTY-FOUR INCHES WHEN ON OPPOSITE SIDES OF A WALL. SECTION 714.4.2 - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 4 77 G004 GENERAL NOTES / CALIFORNIA GREEN BUILDING STANDARDS DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 +2 5 +2 5 45.5" WS EXIST'G TB PER CLIENT 10 11 12 13 G H J K L 14 15 16 607 SF 5 HALLWAY 101-150 241 SF 2 MEN E105-150 183 SF 2 E.O.C. DIRECTOR 109B100 2052 SF 42 E.O.C. 106B50 47 SF ELECT. E108-0 97 SF 1 CUST. E187S-1 300 271 SF 2 ENTRY 100-150 160 SF 2 WOMEN E104-150 REQUIRED PROVIDED DOOR 6.2"34" REQUIRED PROVIDED DOOR 4.8"34"REQUIRED PROVIDED DOOR 8" 68" 23 21 + 2 129 SF 9 CONFERENCE ROOM 107B15 10 21 21 31 21 + 10 237 SF 16 CONFERENCE ROOM 105B15 885 SF 6 COMMUNITY RISK 102B150 17 2 2 136 SF 1 OFFICE 103B150 136 SF 1 OFFICE 104B150 6 8 6 + 2 10 8 + 2 27 10 + 17 38 27 + 11 147 SF 1 AV/IT 108S-1 3001 2 24 23 + 1 1 193 SF HALLWAY E172-0 55 SF GENDER NEUTRAL E174-0 52 SF GENDER NEUTRAL E173-0 171 SF 2 RECORDS SUPERVISOR 110B150 474 SF 4 LOBBY E101B150 64' - 11"/3 = 21' - 8" 64' - 11" (80.50') (37.00') EXIT A EXIT B EXIT C FE FE R 75' - 0" R 75' - 0" (91.75') EQUIPPED WITH PANIC HARDWARE EQUIPPED WITH PANIC HARDWARE EQUIPPED WITH PANIC HARDWARE > 2 1 ' - 8 ", O K 4 3 ' - 1 1 " 2 5 2 28 SF 1 VESTIBULE E177-150 2 3 2 + 1 7 5 + 2 40 38 + 2 10 7 + 3 Sign: 105D Sign: 105C Sign: 102B Sign: 100B Sign: 106B Sign: 106C Sign: E172 Sign: 101C OCCUPANT GROUP ROOM NUMBER OCCUPANT LOAD FACTOR ROOM FLOOR AREACALCULATED OCCUPANT LOAD ROOM NUMBER, WHERE FULL TAG NOT SHOWN (SEE TABLE FOR OCCUPANT LOAD CALCULATION) REQUIRED PROVIDED DOOR 9.8"0" EXIT AEXIT DOOR I.D. # # # + # OCCUPANT LOAD CUMULATIVE OCCUPANT LOAD 0.2" X OCCUPANT LOAD SERVED DOOR CLEARANCE PROVIDED ACCESSIBLE MEANS PATH OF TRAVEL FARTHEST POINT (XX.00) FARTHEST TRAVEL DISTANCE EXISTING FIRE EXTINGUISHER CABINET (DECIMAL FEET) FE ILLUMINATED EXIT SIGN, SEE E202 FOR MORE INFORMATION - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated G005 EGRESS/CODE ANALYSIS -EOC WING CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 G005 1 EGRESS PLAN - EOC WING 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) EXIT "A" OCCUPANT LOAD = 13 OCCUPANTS 40 X 0.2 = 8" EXIT DOOR REQUIRED; 68" CLEAR PROVIDED BETWEEN 2 EXIT DOORS EXIT "B" OCCUPANT LOAD = 24 OCCUPANTS 24 X 0.2 = 4.8" EXIT DOOR REQUIRED; 34" CLEAR PROVIDED EXIT "C" OCCUPANT LOAD = 31 OCCUPANTS 31 X 0.2 = 6.2" EXIT DOOR REQUIRED; 34" CLEAR PROVIDED EXIT ACCESS DOORWAYS (1005.3.2 EGRESS WIDTH PER OCCUPANT SERVED) EGRESS ANALYSIS ROOM # ROOM NAME OCC. GROUP (CBC 303.4)AREA ROOM FUNCTION (CBC 1004.5) OCC. LOAD FACTOR (CBC 1004.5) O.L.F. TYPE OCC. LOAD COMMENTS 100 ENTRY B 271 SF - 150 GROSS 2 101 HALLWAY B 607 SF - 150 GROSS 5 102 COMMUNITY RISK B 885 SF BUSINESS AREA 150 GROSS 6 103 OFFICE B 136 SF BUSINESS AREA 150 GROSS 1 104 OFFICE B 136 SF BUSINESS AREA 150 GROSS 1 105 CONFERENCE ROOM B 237 SF BUSINESS AREA 15 GROSS 16 106 E.O.C. B 2052 SF BUSINESS AREA - CONCENTRATED BUSINESS USE AREA PER CBC 2022 SEC.1004.8 50 GROSS 42 107 CONFERENCE ROOM B 129 SF BUSINESS AREA 15 GROSS 9 108 AV/IT S-1 147 SF ACCESSORY STORAGE AREAS, MECH. EQUIP. ROOM 300 GROSS 1 109 E.O.C. DIRECTOR B 183 SF BUSINESS AREA 150 GROSS 2 E104 WOMEN B 160 SF - 150 GROSS 2 E105 MEN B 241 SF - 150 GROSS 2 E177 VESTIBULE B 28 SF - 150 GROSS 1 E187 CUST. S-1 97 SF ACCESSORY STORAGE AREAS, MECH. EQUIP. ROOM 300 GROSS 1 5310 SF 91 RELEVENT CODE SECTIONS EGRESS PLAN LEGEND EXIT ACCESS DOORWAYS SIGN #.ROOM NAME SIGN DESCRIPTION DETAIL USER SPECIFIED TEXT 100B ENTRY TACTILE EXIT SIGN 1A/A891 (Room Name) 101C HALLWAY TACTILE EXIT SIGN 1A/A891 (Room Name) 102B COMMUNITY RISK TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 105C CONFERENCE ROOM TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 105D CONFERENCE ROOM TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 106B E.O.C. TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 106C E.O.C. TACTILE EXIT SIGN 1A/A891 (Room Name) E172 HALLWAY TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) EXIT SIGNAGE NOTE: SEE A601 FOR FULL SIGNAGE PLAN AND SCHEDULE, AND SIGNAGE DETAILS ON A891. - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 5 77 G005 EGRESS/CODE ANALYSIS - EOC WING DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION G006 CALGREEN CHECKLIST CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 6 77 G006 CALGREEN CHECKLIST DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION G007 CALGREEN CHECKLIST CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 7 77 G007 CALGREEN CHECKLIST DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION G008 CALGREEN CHECKLIST CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 8 77 G008 CALGREEN CHECKLIST DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 1' -6" 24 " M A X . 38 " -43 " A . F . F . HI-LOW DRINKING FOUNTAIN FACE OF WALL FACE OF WALL FACE OF WALL FACE OF WALL 30" x 48" FLOOR SPACE ELEVATION PLAN SIDE VIEW 27 " M I N . 36 " M A X . 16" MIN.1' - 4" MIN. EQ EQ FLOOR SPACE 32" CLR MIN. 1' - 6" 5" MAX. A. ALL ACCESSORIES TO BE ACCESSIBLE UNLESS NOTED OTHERWISE. B. ALL ITEMS SHOWN NOT NECESSARILY USED. C. FOR MIRROR INSTALLATION ABOVE CERAMIC TILE (CT) PROVIDE HARDBOARD FURRING BEHIND MIRROR FLUSH WITH FACE OF CT WAINSCOT. HOLD EDGE BACK FROM EDGE OR MIRROR. SEAL THE RESULTING REVEAL WITH SANITARY SEALANT. D. PROVIDE MOUNTING SUPPORTS AT ALL SHELVES, TOILET ACCESSORIES, MIRRORS, CLOCKS, CHALK BOARDS, MARKER BOARDS, WALL HOOKS, COAT RACKS/HOOKS, WOOD TRIM, DOOR BUMPERS, FIRE EXTINGUISHERS AND OTHER ITEMS TO BE SECURED TO WALL UNLESS OTHER MEANS OF SUPPORT ARE INDICATED. E. PROVIDE MOUNTING SUPPORTS AT LOCATIONS REQUIRED BY OWNER FOR OWNER INSTALLED ITEMS. CONTRACTOR TO COORDINATE WITH OWNER. F. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MARKING LOCATIONS OF ITEMS REQUIRING MOUNTING SUPPORTS. G. ALL PLAN DIMENSIONS SHOWN HERE ARE TYPICAL UNLESS NOTED OTHERWISE. REFERENCE FLOOR PLANS FOR ADDITIONAL ROOM DIMENSIONS. H. DOOR LOCATIONS SHOWN HERE ARE FOR EXAMPLE ONLY, REFERENCE FLOOR PLANS FOR ACTUAL DOOR LOCATION AND SWING. I. ALL FIXTURES AND ACCESSORIES AT T-24 & ADA ACCESSIBLE ROOMS TO MEET ACCESSIBLE CODE REQUIREMENTS. J. FAUCET CONTROLS & OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 lb/ft LEVER OPERATED, PUSH-TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. K. FLUSH CONTROL SHALL BE ON WIDE SIDE OF TOILET COMPARTMENT AT ALL ACCESSIBLE STALLS. L. WHERE ONLY ONE TYPE OF TOILET FIXTURE OR ACCESSORY IS USED IT SHOULD BE ACCESSIBLE FOR DISABLED PERSONS. M. "STD." INDICATES STANDARD DIMENSIONS. MECHANISMS SHALL BE OPERABLE W/ ONE HAND & SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS. LEVER OPERATED, PUSH-TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE SINK SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE OBJECTS OR SURFACES UNDER SINK. AREA NOT HATCHED BELOW COUNTER MUST BE ACCESSIBLE AND CLEAR. FIN. FLOOR 7" NO BASE 2' - 1 0 " 2' - 1 0 " 9"8" MIN. 1' - 5" CL R . 9" ELEVATION SECTION INSULATION PER WALL TYPE 2A10BC SQUARE TRIM ROUGH OPENING: 25"H X 101/2"W X 4"D WALL PER PLAN PULL HANDLE PULL HANDLE HIGHEST PART OF OPERATING HANDLE MA X . 4' - 0 " 4' - 0 " TY P . 1 1 / 4 " 1' - 1" 27 " 4" MAX. TO FACE OF HANDLE STEEL, WHITE, SEMI-RECESSED ROLLED EDGE (NOT TO EXCEED 4" PROJECTION), FULL GLASS WITH TEMPERED SAFETY GLASS WALL TYPE PER PLAN MIN 1' - 6" 1' - 0" MIN PU L L S I D E PU S H S I D E 60 " M I N 48 " M I N FRONT APPROACH HINGE APPROACH 3' - 0" MIN 60 " M I N . 48 " M I N * 44 " M I N LATCH APPROACH 60 " M I N * 48" MIN.* 44" MIN. 2' - 0" MIN 2' - 0" MIN 1' - 10" MIN 32" CLR MIN ** 32" CLR MIN ** 32" CLR MIN ** NOTES: * IF BOTH LATCH AND CLOSER ARE PROVIDED ** CLEAR WIDTH SHALL COMPLY WITH LOCAL CODE AMENDMENT REQUIREMENTS 1. EXTERIOR DASH LINE INDICATES (E) ACCESSIBLE CLEAR LEVEL LANDING AREA, 1:48 MAX SLOPE 24" MINCLEAR AT EXTERIOR DOORS CLEAR AT INTERIOR DOORS PROVIDE ADDITIONAL SPACE IF DOOR HAS BOTH LATCH AND CLOSER 54"MIN FRONT 1' - 3" MIN 4' - 0" MAX FRONT OBSTRUCTED 44" MAX w/ PROJECTIONS > 20" - 25" MAX 4' - 0" MAX w/ PROJECTIONS 20" MAX PROJECTIONS SIDE 1' - 3" MIN 4' - 0" MAX 0' - 10" MAX SIDE HIGH SIDE OBSTRUCTED 2' - 10" MAX 4' - 0" MAX 0' - 10" MAX SIDE HIGH SIDE OBSTRUCTED 2' - 10" MAX 3' - 10" MAX >10"- 2' - 0" MAX Y. CLR. 27" MIN. X Z 48" MIN. 34" MAX. 28" MIN. MIN. 30". X Z 48" MIN. NOTE:X SHALL BE LESS THAN OR EQUAL TO 25 INCHES. Z SHALL BE GREATER THAN OR EQUAL TO X. WHEN X IS LESS THAN 20 INCHES, THEN Y SHALL BE 48 INCHES MAX. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM FORWARD REACH OVER AN OBSTRUCTION 30" MIN. 30" MIN. 19" MIN. 48" MIN.19" MIN. 30" MIN. 48" MIN. 30" MIN.42" MIN. ACCESSIBLE PATH OF TRAVEL 27"-28" 12" MAX 12" MAX 27"-80" THAN 12" GREATER POST POST POST-MOUNTED PROTRUDING OBJECTS LOBBY 4" MAX. 80" MIN. HIGHER 27" OR ANY AMOUNT BELOW 27" OR WALKING PARALLEL TO WALL MAX 27". WALKING PERPENDICULAR TO WALL THAN 27" WHEN GREATER. POST 12" MAX. OBJECTS MOUNTED ON POSTS OR PYLONS NOTE: TOP OF DOOR HARDWARE 44" MAX. AND BOTTOM OF DOOR HARDWARE 34" MIN. ELECT. OUTLET WHERE OCCURS EDGE OF DOOR FRAME, OR WALL IN CASE OF GLASS SIDELITE @ DOOR, MOUNT SWITCHES & THERMOSTAT ON ADJ. WALL. MOUNT GANGED COVER PLATE BEHIND DOOR SWING & THERMOSTAT 6" BEYOND EDGE OF DOOR IN OPEN POSITION W/ STROBE ALIGNED ABOVE (IF REQ'D) ADDITIONAL 6" OFFSETS TO OCCUR ONLY IF MULTIPLE DEVICES ARE REQ'D, OTHERWISE ALIGN DEVICES VERTICALLY TO BOTTOM OF BOX (CONFIRM W/ LOCAL CODE) LAST SWITCH W/ EDGE MULTIPLE LIGHT SWITCHES, DIMMERS, EXHAUST FANS, ELECTRIC SCREENS, & MECHOSHADES GANGED UNDER ONE COVER PLATE AS REQ'D DOTTED LINE INDICATES SWITCHBANK LOCATIONS ON OPP. SIDE IF SWITCHBANKS ARE REQ'D @ BOTH SIDES OF PARTITION TH E R M O S T A T CL CL CL 0' - 6"0' - 6" EQ.EQ. 6" 0' - 6" 38 " A F F 80 " M I N . T O B O T T O M O F L E N S 15". 48" MAX. TO TOP OF BOX (44" @ OBTRUCTION) WALL MOUNTED EXIT SIGN ON THE SIDE OF THE DOOR COUNTER OBSTRUCTION 44" MAX. FRONT APPROACH CENTERLINE OF DOOR HARDWARE , LIGHT SWITCHES, THERMOSTATS DIMMERS, EXHAUST FANS, ELECTRIC SCREENS, ETC. FIRE STROBE 10 4 " 4" 4" EXIT SIGN ABOVE DOOR, WALL MOUNTED OR PENDANT, WHERE OCCURS PER ELECTRICAL DRAWINGS THERMOSTAT CARD READER FIRE EXTINGUISHER CABINET WHERE OCCURS, SEMI RECESSED, 4" MAX PROJECTION FROM WALL WALL DATA TELEPHONE OUTLET PULL STATION - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated G010 ACCESSIBLE DETAILS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/2" = 1'-0" G010 7 DRINKING FOUNTAIN SCALE: 12" = 1'-0" G010 3 MOUNTING HEIGHT GENERAL NOTES SCALE: 3/4" = 1'-0" G010 8 UNDER SINK CLEARANCES SCALE: 3/4" = 1'-0" G010 9 FIRE EXTINGUISHER CABINET DETAIL SCALE: 3/8" = 1'-0" G010 1 ACCESSIBLE DOOR SWING CLEARANCES SCALE: 3/8" = 1'-0" G010 4 ACCESSIBLE REACH RANGES SCALE: 3/16" = 1'-0" G010 6 MINIMUM CLEARANCES FOR SEATING AND TABLES SCALE: 3/8" = 1'-0" G010 2 ACCESSIBLE PROTRUDING OBJECT SCALE: 1/2" = 1'-0" G010 5 TYPICAL MOUNTING HEIGHTS - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 9 77 G010 CALGREEN CHECKLIST DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 (E) FH FH POLICE + FIRE HEADQUARTERS 50' - 0" 20 ' - 0 " 2 0 ' - 0 " 1 5 0' - 0 " R 15' - 0" R 15' - 0" 1 EV 2 EV 3 EV 4 EV / ACCESSIBLE 1 ADA VAN 2 ADA 3 ADA EOC WING (NOT IN SCOPE) (E) PARKING (NOT IN SCOPE) (E) PARKING COUNT: 12 (E) PARKING COUNT: 7 (E) PARKING COUNT: 18 (E ) P A R K I N G C O U N T : 8(E ) P A R K I N G C O U N T : 4 (E) PARKING COUNT: 2 STANDARD 3 ELECTRIC VEHICLE 1 ADA ELECTRIC VEHICLE 1 ADA VAN 2 ADA STANDARD 02.20602.20802.20202.202 TYP 02.202 TYP 02.205 02.20402.204 02.203 TYP 01.411 02.203 TYP 02.207 02.210 02.211 02.212 (E) PARKING COUNT: 10 (E) PARKING (NOT IN SCOPE) (E ) P A R K I N G (N O T I N S C O P E ) 02.215 TR-1 WM-1 WM-5 WM-6 WM-8 WM-9 SE-1 SE-7 02.227 --- - 01.501 (E) FH SYMBOL DESCRIPTION (N) EXISTING NEW (E) ACCESSIBLE PATH OF TRAVEL MAIN BUILDING ENTRY(E) (E) FIRE HYDRANT (E) LIGHT POLE (E) FENCE LINE (E) GATE (E) CONCRETE PATH (E) FIRE LANE (E) BUILDING, NOT IN CONTRACT BUILDING RENOVATION AREA (E) SIDEWALK (E) LANDSCAPE SE-1 SE-5 EC-2 SE-10 SE-6 EC-1, EC-4 TR-1 WM-1 WM-5 WM-6, WM-8 WM-9 SE-7 SILT FENCE FIBER ROLL PRESERVATION OF EXISTING INLET PROTECTION GRAVEL BAG BERM / BARRIER DIRECTION/ COURSE OF FLOW HYDRAULIC MULCH / HYDROSEED STABILIZED CONSTRUCTION ENTRANCE MATERIALS DELIVERY AND STORAGE AREA TEMPORARY TRASH / SOLID WASTE HAZARDOUS AND CONCRETE WASTE MANAGEMENT SANITARY WASTE (PORTABLE TOILET) STREET SWEEPING AND VACUUMING WM-1 WM-5 WM-6 WM-8 WM-9 SE-7 SCALE: 1" = 20'-0" REF: A300 A100 1 CAMPUS SITE PLAN - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A100 SITE PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SITE PLAN LEGEND SCALE: 1" = 20'-0" (1:240) N 0'10 20 40 80 KEYNOTES 01.411 (E) ACCESSIBLE PARKING SPACE AND ACCESSIBLE AISLE STRIPING TO REMAIN 01.501 PROPOSED CONSTRUCTION LAYDOWN AREA 02.202 (E) BOLLARDS TO REMAIN 02.203 (E) FIRE HYDRANT TO REMAIN 02.204 (E) FIRE LANE TO REMAIN 02.205 (E) EV PARKING TO REMAIN 02.206 (E) PUBLIC BIKE PARKING TO REMAIN 02.207 (E) CARPOOL PARKING AND SIGNAGE TO REMAIN 02.208 (E) CONCRETE RETAINING WALLS TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION 02.210 (E) MEN'S RESTROOM TO REMAIN 02.211 (E) WOMEN'S RESTROOM TO REMAIN 02.212 (E) DRINKING FOUNTAIN TO REMAIN 02.215 (E) BICYCLE LOCKERS TO REMAIN 02.227 (E) TRUNCATED DOMES TO REMAIN PARKING COUNT SITE PLAN NOTES PARKING @ FRONT: 2 4 3 0 PARKING @ REAR: 47 0 0 6 TOTALS: 49 4 3 6 TOTAL PARKING REQUIRED PER CARLSBAD MUNICIPAL CODE 21.44.020: 1 SPACE PER 250 S.F. GROSS FLOOR AREA = 53,207/250 = 212 MIN. NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES (TABLE 11B-208.2): TOTAL PARKING STALLS: 56 (INCLUDING 4 EVCS & 3 ADA STALLS) REQUIRED ADA STALLS: 3 (1 VAN) (E) STANDARD (E) EV (E) ADA (E) MOTORCYCLE NO PROPOSED CHANGES TO PARKING COUNTS. 1. ALL LANDSCAPE SHOWN IN THE SITE PLAN IS EXISTING TO REMAIN. PROTECT DURING CONSTRUCTION. 2. NO EASEMENTS ON PROPERTY. 3. NO GRADING WORK IN SCOPE. 4. ALL PROPERTY LINES AND BUILDINGS ARE SHOWN ON THIS SITE PLAN. SEE SHEET G-002 FOR PARCEL MAP. 5. ACCESSIBLE PATH OF TRAVEL TO BE 5% MAXIMUM RUNNING SLOPE WITH 2% MAXIMUM CROSS SLOPE PER CBC 11B-403.3. BMP LEGEND - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 10 77 A100 SITE PLAN DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION A101 SWPP (E-29) CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 STEVEN STEWART 2560 ORION WAY X X X X X XXX X X X X X XX X X XXX XXX 209-050-26-00 - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 11 77 A101 SWPP (E-29) DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 10 11 12 13 G H J K L 14 15 16 TYP 02.402 TYP 02.402 STORAGE E182 322 SF A/V EQUIP. E186 236 SF MEETING ROOM E185 1068 SF MEETING ROOM E184 1057 SF MEETING ROOM E183 1068 SF OFFICE E180 181 SF HALLWAY E176 613 SF ENTRY E175 271 SF 02.403 E186 E185B E185A E184B E184A E183B E183A E182A E182 E183 ELECT. E188 50 SF VESTIBULE E177 28 SF MEN E105 241 SF WOMEN E104 158 SF CUST. E187 95 SF A300 2 E180 02.406 02.406 E187 E186 E188 E177 E178 E179 E174E173 E110E101B LOBBY E101 HALLWAY E172 GENDER NEUTRAL E173 GENDER NEUTRAL E174 RECORDS SUPERVISOR 110 E181 E172B 02.214 02.409 02.409 02.409 02.409 02.216 02.410 02.411 6' - 10 3/8" 02.412 12 ' - 6 " 5 ' - 1 0 " 5 ' - 4 " 6 ' - 2 1 / 2 " 5 ' - 4 " 6 ' - 2 1 / 2 " 5 ' - 4 " 5' - 0 1/2"3' - 0 1/2"5' - 0" 6' - 3" 02.418 A891 9 A891 11 A891 10 1. COORDINATE WITH POLICE DEPARTMENT (PD) TO PROTECT IN PLACE OR REMOVE, STORE AND REINSTALL ALL EXISTING EXHIBITS, MEMORABILIA, SIGNAGE, PHOTOS, PICTURE FRAMES, WALL MOUNTED ITEMS AND WAYFINDING SIGNAGE DURING CONSTRUCTION. 2. V.I.F. LOCATION OF (E) FIRE EXTINGUISHERS. IF A CABINET IS NOT SHOWN ON PLANS COORDINATE WITH ARCHITECT TO DETERMINE WHETHER IT SHOULD REMAIN OR BE DEMOLISHED. 3. ALL EQUIPMENT, DEVICES, AND APPURTENANCES SHALL BE RELOCATED IF FOUND TO CONFLICT WITH INTERIOR MODIFICATIONS. THIS INCLUDES HVAC, LIFE SAFETY DEVICES, POLICE RADIOS. 4. ALL EXISTING ELECTRICAL LINES, CONDUIT, PIPES, AC DUCTING AND INFRASTRUCTIRE THAT ARE FOUND DEFECTIVE SHALL BE IDENTIFIED AND BROUGHT TO THE ATTENTION OF THE ARCHITECT AND CITY PROJECT MANAGER. 5. CONTRACTOR TO REMOVE ALL EXISTING WINDOW SHADES AND INSTALL NEW, SEE A600 FOR LOCATIONS. 6. CONTRACTOR TO DEMOLISH NECESSARY WALL FINISHES TO INSTALL BACKING FOR NEW WALL MOUNTED EQUIPMENT. 7. CONTRACTOR TO DEMOLISH EXISTING FLOORING IN ROOMS RECEIVING NEW FLOORING, SEE FINISH PLAN A600 FOR EXTENT OF NEW FLOORING. 8. DEMOLISH WALLS, CASEWORK, PLUMBING AND ANY OTHER ITEMS NECESSARY TO BUILD OUT NEW PLAN. 9. REMOVE ALL EXISTING BASEBOARD AND REPLACE WITH NEW, REFER TO FINISH SCHEDULE ON A600. SYMBOL DESCRIPTION WALL / ITEM TO BE DEMOLISHED NOT IN CONTRACT WALL / ITEM TO REMAIN DOOR, FRAME, AND HARDWARE TO BE DEMOLISHED DOOR, FRAME, AND HARDWARE TO REMAIN EXISTING STRUCTURAL K-BRACE TO REMAIN, REFER TO STRUCTURAL DRAWINGS SAW CUT AND DEMOLISHED EXIST. PORTION OF SLAB - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A200 DEMOLITION FLOOR PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 A200 1 DEMOLITION FLOOR PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) DEMOLITION FLOOR PLAN LEGEND KEYNOTES DEMOLITION FLOOR PLAN NOTES 02.214 (E) REFRIGERATOR TO BE REMOVED AND PROTECTED DURING CONSRUCTION, REINSTALL PER PLANS 02.216 (E) DRAIN TO REMAIN 02.402 (E) DOOR, FRAME, AND HARDWARE TO BE DEMOLISHED 02.403 (E) CASEWORK, COUNTERTOP, SINK, AND RELATED ACCESSORIES TO BE DEMOLISHED, CAP EXISTING WASTE AND WATER LINES 02.406 (E) OPERABLE PARTITION WALL TO BE DEMOLISHED IN ITS ENTIRETY 02.409 (E) PORTION OF SLAB TO BE DEMOLISHED FOR NEW POWER/DATA TRENCHING 02.410 (E) EQUIPMENT AND WIRING TO BE PROTECTED IN PLACE DURING DEMOLITION OF WALLS AND DOOR. COORDINATE WITH CITY IT, ARCHITECT, AND CITY CONSTRUCTION MANAGER ASAP IF ANY EQUIPMENT BECOMES DAMAGED DURING DEMOLITION. 02.411 (E) VENDING MACHINE TO BE REMOVED, STORED, AND REINSTALLED AT A DIFFERENT LOCATION 02.412 (E) PROJECTION SCREEN WINDOW TO BE DEMOLISHED IN ITS ENTIRETY 02.418 (E) DRINKING FOUNTAIN TO BE DEMOLISHED, CAP EXISTING WASTE AND WATER LINES - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 12 77 A200 DEMOLITION FLOOR PLAN DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 FD FD FD FD FD FD 10 11 12 13 G H J K L 14 15 16 A.F.F.13' -0" A.F.F.8' -0" A.F.F.11' -9"A.F.F.11' -9"A.F.F.11' -9" A.F.F.9' -0" A.F.F.9' -0" A.F.F.9' -0" A.F.F.13' -0"A.F.F.13' -0" 9' -0" LOBBY E101 HALLWAY E172 GENDER NEUTRAL E173 GENDER NEUTRAL E174 RECORDS SUPERVISOR 110 STORAGE E182 322 SF MEETING ROOM E185 1068 SF MEETING ROOM E184 1057 SF MEETING ROOM E183 1068 SF HALLWAY E176 613 SF ELECT. E188 50 SF VESTIBULE E177 28 SF MEN E105 241 SF WOMEN E104 158 SF ENTRY E175 271 SF A/V EQUIP. E186 236 SF OFFICE E180 181 SF CUST. E187 95 SF 02.41302.413 EQ 8 ' - 1 " 3 ' - 2 " 8 ' - 1 " EQ 02.415 02.415 02.415 02.416 02.416 02.416 TYP 02.417 TYP 02.417 TYP 02.417 02.415 EXISTING ACT SUSPENDED CEILING SYSTEM - 2 X 2 ACOUSTIC LAY-IN TO REMAIN EXISTING GYPSUM BOARD CEILING - SUSPENDED CEILING SYSTEM TO REMAIN SUPPLY AIR DIFFUSER -TO BE DEMOLISHED 2'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN RETURN AIR GRILLE -TO BE DEMOLISHED 1'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED SUPPLY AIR DIFFUSER -EXISTING TO REMAIN 2'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED RETURN AIR GRILLE -EXISTING TO REMAIN 1'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN EXHAUST FAN -EXISTING TO REMAIN EXHAUST FAN DIFFUSER -TO BE DEMOLISHED EXISTING SLOTTED METAL CEILING TO REMAIN SYMBOL DESCRIPTION WALL / ITEM TO BE DEMOLISHED NOT IN CONTRACT WALL / ITEM TO REMAIN EXISTING ACT SUSPENDED CEILING SYSTEM - 2 X 2 ACOUSTIC LAY-IN TO BE DEMOLISHED EXISTING GYPSUM BOARD CEILING - SUSPENDED CEILING SYSTEM TO BE DEMOLISHED - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A201 DEMOLITION REFLECTED CEILING PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 A201 1 DEMOLITION REFLECTED CEILING PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) DEMOLITION REFLECTED CEILING PLAN LEGEND KEYNOTES DEMOLITION REFLECTED CEILING PLAN NOTES 02.413 (E) EXISTING OPERABLE PARTITION WALL TRACK, METAL FRAMING, AND SOFFIT TO BE DEMOLISHED 02.415 (E) HARDLID SOFFIT TO BE DEMOLISHED, REPAIR ADJACENT WALL AS NECESSARY 02.416 (E) CEILING DEMOLISHED AS PART OF PREVIOUS PROJECT, NO CEILING DEMOLITION WORK IN THIS AREA 02.417 (E) DUCT WORK, GRILLES, AND DIFFUSERS TO BE DEMOLISHED AS INDICATED PER MECHANICAL DRAWINGS 02.413 (E) EXISTING OPERABLE PARTITION WALL TRACK, METAL FRAMING, AND SOFFIT TO BE DEMOLISHED 02.415 (E) HARDLID SOFFIT TO BE DEMOLISHED, REPAIR ADJACENT WALL AS NECESSARY 02.416 (E) CEILING DEMOLISHED AS PART OF PREVIOUS PROJECT, NO CEILING DEMOLITION WORK IN THIS AREA 02.417 (E) DUCT WORK, GRILLES, AND DIFFUSERS TO BE DEMOLISHED AS INDICATED PER MECHANICAL DRAWINGS 1. DEMOLITION OF THE CEILING AND ASSOCIATED LIGHTING IN HALLWAY E176 TO BE COMPLETED AS PART OF PHASE 3 OF THE POLICE AND FIRE HEADQUARTERS PROJECT. NO CEILING DEMOLITION WORK IN HALLWAY E176 AS A PART OF THE CURRENT SCOPE. 2. THE CONTRACTOR IS RESPONSIBLE FOR CONDUTING THE REQUIRED DEMOLITION OF (E) GYP. BD. CEILINGS TO ACCOMMODATE THE INSTALLATION OF NEW EQUIPMENT. REFER TO THE REFLECTED CEILING PLAN (RCP) FOR ADDITIONAL INFORMATION. 3. FOR ADDITIONAL INFORMATION REFER TO ELECTRICAL, TECHNOLOGY, MECHANICAL, AND STRUCTURAL DRAWINGS FOR EXTENT OF DEMOLITION. 4. REMOVE AND REPLACE ALL EXISTING ILLUMINATED EXIT SIGNS AT DOOR EXITS WITHIN SCOPE WITH NEW, REFER TO ELECTRICAL. - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 13 77 A201 DEMOLITION REFLECTED CEILING PLAN DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 T T T T T T DOOR PER SCHEDULE. SEE SHEET A700### EXISTING WALL TO REMAIN DOOR WITH ACCESSIBILITY CLEARANCE NOT IN CONTRACT NEW WALL SYMBOL DESCRIPTION s000 STOREFRONT WINDOW PER SCHED. SEE SHEET A700### KEYNOTE TAG. SEE KEYNOTES LEGEND ABOVE##.### NEW TRENCHED DATA RACEWAY WALL TYPE. SEE SHEET A802W# EXISTING STRUCTURAL K-BRACE TO REMAIN, REFER TO STRUCTURAL DRAWINGS NEW WALL UP TO STRUCTURAL DECK NEW CONCRETE INFILL WITH INTEGRATED DATA RACEWAY, REFER TO STRUCTURAL AND TECHNOLOGY DRAWINGS 10 11 12 13 G H J K L 14 15 16 1 A310 1A300 4 A310 2 A310 E110 E101B E173 E174 E177 E178 E179 E181 E187 E188 E183 ER ER ER ER VESTIBULE E177 28 SF MEN E179 241 SF WOMEN E178 158 SF CUST. E187 95 SF 136 SF OFFICE 103 136 SF OFFICE 104 47 SF ELECT. E108 885 SF COMMUNITY RISK 102 237 SF CONFERENCE ROOM 105 2052 SF E.O.C. 106 129 SF CONFERENCE ROOM 107 147 SF AV/IT 108 183 SF E.O.C. DIRECTOR 109 102 105A 105B 104 103 108 109 E177 A500 A500 2 3 A500 A501 A5004 A500 5 A500 7 9 10 11 A501 1 2 3 4 A501 5 67 8 3 A310 E100A E100B 107B 607 SF HALLWAY 101 106A 6 8 LOBBY E101 HALLWAY E172 GENDER NEUTRAL E173 GENDER NEUTRAL E174 RECORDS SUPERVISOR 110 109 106 105A 105B 103B 104B 103A 104A 102 27.202 TYP 27.401 27.401 TYP 27.401 107 27.102 27.102 27.102 27.102 107A E172B 10.402 10.402 A900 4 02.218 02.220 02.220 02.220 02.220 02.220 TYP 02.220 02.220 02.220 02.220 02.220 A300 3 A3004 A300 5 E172A 1 271 SF ENTRY 100 12.302 12.306 12.304 11 S501 11 S501 TYP 03.301 TYP 03.301 TYP 03.301 TYP 27.102 A900 1 09.202 A891 9 A891 11 A891 10 22.102 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. UNLESS OTHERWISE INDICATED, ALL WALL DIMENSIONS ARE TO FACE-OF-STUD AT NEW WALLS OR FACE OF FINISH AT EXISTING WALLS TO REMAIN. 3. ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE VERIFIED ON SITE AS NECESSARY. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. 4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY. 5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE. ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION. 6. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 7. PREP, PRIME AND PATCH EXISTING WALL AND SURFACE OF STRUCTURE TO REMAIN EXPOSED TO PREPARE FOR NEW PAINT. 8. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, AND TECHNOLOGY DESIGN DRAWINGS. 9. SEE DETAIL SHEETS A801 & A802 FOR NEW WALL AND FRAMING DETAILS. 10. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOOR OPENING FORCE IS 5-POUNDS MAXIMUM FOR INTERIOR AND EXTERIOR DOORS PER CBC 11B-404.2.9. 11. ALL DISCRETE ARCHITECTURAL ITEMS SHALL BE ANCHORED TO THE STRUCTURE IN ACCORDANCE WITH DETAILS ON A801 & S501, INCLUDING STORAGE CABINETS, REFRIGERATORS, ETC. FURNITURE, TEMPORARY OR MOVEABLE ITEMS, AND COMPONENTS WEIGHING 20 LBS OR LESS MAY BE EXEMPT FROM THE ANCHORAGE DETAIL REQUIREMENTS. 12. ALL RECESSED EQUIPMENT SHALL BE INSTALLED WITHIN THE DEPTH OF THE WALL OR CEILING PER THE MANUFACTURER'S RECOMMENDATIONS. VERIFY WALL DEPTH AS NECESSARY. 13. FOR ROOM FINISHES, SEE FINISH PLAN AND SCHEDULE. 14. SEE INTERIOR ELEVATIONS AND TECHNOLOGY DRAWINGS FOR EXTENT OF WALL MOUNTED MONITOR LOCATIONS. PROVIDE BACKING, POWER AND DATA. - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A203 PROPOSED FLOOR PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 FLOOR PLAN LEGEND KEYNOTES FLOOR PLAN NOTES 02.218 (E) ROOF ACCESS LADDER AND HATCH TO REMAIN 02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT PER SPECIFICATION 03.301 CONCRETE INFILL PER 5/S501 AND 10/A820 09.202 WALL ABOVE STOREFRONT CONTINUES FULL HEIGHT TO DECK 10.402 SEMI-RECESSED FIRE EXTINGUISHER CABINET, PER DETAIL 9/G010 12.302 18" DEEP LOWER CABINET PER FINISH SCHEDULE 12.304 42" DEEP TALL CABINET PER FINISH SCHEDULE 12.306 18" DEEP CASEWORK SHELVING 22.102 CONNECT NEW CONDENSAET LINE FROM FC #13 AND #14 TO EXISTING SINK, PER MECHANICAL 27.102 DATA RACEWAY PER TECHNOLOGY DRAWINGS 27.202 TELECOM RACK PER TECHNOLOGY DRAWINGS 27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS. SEE 3/S501 FOR MOUNTING DETAIL SCALE: 1/8" = 1'-0" REF: A300 A203 1 FLOOR PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 14 77 A203 PROPOSED FLOOR PLAN DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 10 11 12 13 G H J K L 14 15 16 ER ER ER ER VESTIBULE E177 28 SF MEN E179 241 SF WOMEN E178 158 SF CUST. E187 95 SF 136 SF OFFICE 103 136 SF OFFICE 104 47 SF ELECT. E108 885 SF COMMUNITY RISK 102 237 SF CONFERENCE ROOM 105 2052 SF E.O.C. 106 129 SF CONFERENCE ROOM 107 147 SF AV/IT 108 183 SF E.O.C. DIRECTOR 109 12' - 0"12' - 0"12' - 0"4' - 0"28' - 0"28' - 0" W2 W1 W1 W1 W2 W1 W1W1 W1 W1W1 607 SF HALLWAY 101 LOBBY E101 HALLWAY E172 GENDER NEUTRAL E173 GENDER NEUTRAL E174 RECORDS SUPERVISOR 110 W1 8' - 1 " 3 ' - 2 " 8 ' - 1 " E Q EQ 30' - 7 1/4" 14' - 10 3/4" 10 ' - 8 " 1 7 ' - 8 1 / 2 " 1' - 2" 9' - 9 " 2' - 2" EQ EQ 271 SF ENTRY 100 W1 3' - 6" 5' - 0 1/2"3' - 0 1/2" 5' - 4 " 6 ' - 2 1 / 2 " 5 ' - 4 " 6 ' - 2 1 / 2 " 5 ' - 4 " 5' - 0" 6' - 3" 5' - 4 " TO C . L . 8' - 0 " TO C . L . 11 ' - 6 1 / 2 " TO C . L . 11 ' - 6 1 / 2 " TO C.L. 11' - 9 1/2" 2' - 2 1 / 2 " 1' - 8" W2 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. UNLESS OTHERWISE INDICATED, ALL WALL DIMENSIONS ARE TO FACE-OF-STUD AT NEW WALLS OR FACE OF FINISH AT EXISTING WALLS TO REMAIN. 3. ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE VERIFIED ON SITE AS NECESSARY. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. 4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY. 5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE. ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION. 6. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 7. PREP, PRIME AND PATCH EXISTING WALL AND SURFACE OF STRUCTURE TO REMAIN EXPOSED TO PREPARE FOR NEW PAINT. 8. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, AND TECHNOLOGY DESIGN DRAWINGS. 9. SEE DETAIL SHEETS A801 & A802 FOR NEW WALL AND FRAMING DETAILS. 10. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOOR OPENING FORCE IS 5-POUNDS MAXIMUM FOR INTERIOR AND EXTERIOR DOORS PER CBC 11B-404.2.9. 11. ALL DISCRETE ARCHITECTURAL ITEMS SHALL BE ANCHORED TO THE STRUCTURE IN ACCORDANCE WITH DETAILS ON A801 & S501, INCLUDING STORAGE CABINETS, REFRIGERATORS, ETC. FURNITURE, TEMPORARY OR MOVEABLE ITEMS, AND COMPONENTS WEIGHING 20 LBS OR LESS MAY BE EXEMPT FROM THE ANCHORAGE DETAIL REQUIREMENTS. 12. ALL RECESSED EQUIPMENT SHALL BE INSTALLED WITHIN THE DEPTH OF THE WALL OR CEILING PER THE MANUFACTURER'S RECOMMENDATIONS. VERIFY WALL DEPTH AS NECESSARY. 13. FOR ROOM FINISHES, SEE FINISH PLAN AND SCHEDULE. 14. SEE INTERIOR ELEVATIONS AND TECHNOLOGY DRAWINGS FOR EXTENT OF WALL MOUNTED MONITOR LOCATIONS. PROVIDE BACKING, POWER AND DATA. EXISTING WALL TO REMAIN DOOR WITH ACCESSIBILITY CLEARANCE NOT IN CONTRACT NEW WALL SYMBOL DESCRIPTION WALL TYPE. SEE SHEET A802W# EXISTING STRUCTURAL K-BRACE TO REMAIN, REFER TO STRUCTURAL DRAWINGS NEW WALL UP TO STRUCTURAL DECK NEW CONCRETE INFILL WITH INTEGRATED DATA RACEWAY, REFER TO STRUCTURAL AND TECHNOLOGY DRAWINGS - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A203A DIMENSION FLOOR PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 FLOOR PLAN NOTES DIMENSION FLOOR PLAN LEGEND FLOOR PLAN NOTES SCALE: 1/8" = 1'-0" REF: A300 A203A 1 DIMENSION FLOOR PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 15 77 A203A DIMENSION FLOOR PLAN DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 10 11 12 13 G H J K L 14 15 16 PR I N T PL A N N I N G ( 7 / 7 ) LO G I S T I C S ( 5 / 5 ) OP E R A T I O N S ( 6 / 1 2 ) PRINT PL O T T E R OP E R A T I O N S ( 6 / 1 2 ) ER ER ER ER LOBBYLOBBY HALLWAY WOMEN'S RR MEN'S RR RECORD SUPERVISOR VESTIBULE E103 28 SF MEN E105 241 SF WOMEN E104 158 SF CUST. E102 95 SF PO D I U M 136 SF OFFICE 103 136 SF OFFICE 104 47 SF ELECT. E108 885 SF COMMUNITY RISK 102 237 SF CONFERENCE ROOM 105 2052 SF E.O.C. 106 129 SF CONFERENCE ROOM 107 147 SF AV/IT 108 271 SF ENTRY 100 183 SF E.O.C. DIRECTOR 109 FI N A N C E ( 4 / 4 ) MA N A G E M E N T ( 7 / 7 ) OPEN (1) OPEN (1) 607 SF HALLWAY 101 OPEN (1) OP E N ( 5 ) WS 1 WS 2 WS 3 WS4 WS5 WS 6 WS 7 WS 8 WS 9 16 ' - 7 " 1. THIS PLAN SHOWN FOR REFERENCE ONLY. SEE A203 & A203A FOR MORE INFORMATION. EXISTING WALL TO REMAIN DOOR WITH ACCESSIBILITY CLEARANCE NOT IN CONTRACT NEW WALL SYMBOL DESCRIPTION EXISTING STRUCTURAL K-BRACE TO REMAIN, REFER TO STRUCTURAL DRAWINGS - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A203B PROPOSED FURNITURE PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 A203B 1 PROPOSED FURNITURE PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) FURNITURE PLAN LEGEND FURNITURE PLAN NOTES - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 16 77 A203B PROPOSED FURNITURE PLAN DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 180 270 270 180 180 180 DUO CR CR CR CR FIX CR CR FIX CR OC OC OC OC OC OC OC OC OC OC OC OCOC OCOC OC 10 11 12 13 G H J K L 14 15 16 1 A310 4 A310 2 A310 3 A310 136 SF OFFICE 103 136 SF OFFICE 104 47 SF ELECT. E108 885 SF COMMUNITY RISK 102 237 SF CONFERENCE ROOM 105 2052 SF E.O.C. 106 129 SF CONFERENCE ROOM 107 147 SF AV/IT 108 271 SF ENTRY 100 183 SF E.O.C. DIRECTOR 109 LOBBYLOBBY WOMEN'S RR MEN'S RR RECORD SUPERVISOR MEN E105 241 SF WOMEN E104 158 SF VESTIBULE E103 28 SF 607 SF HALLWAY 101 97 SF CUST. E187 A.F.F.9' -6" A.F.F.10' -0"A.F.F.13' -0" A.F.F.9' -6" TYP 27.101 TYP 27.202 TYP 26.501 TYP 26.501 A.F.F.10' -0" A.F.F.9' -6" A.F.F.9' -6" 02.218 TYP 26.501 A.F.F.9' -0" 02.222 11 S501 11 S501 26.501 CASEWORK CENTER L LIGHT IN TYP 26.501 26.501 9' -0" A.F.F. TYP 28.201 HALLWAY E172 15 A850 1 A850 TYP. 09.501 NEW ACT SUSPENDED CEILING SYSTEM - 2 X 2 ACOUSTIC LAY-IN. SEE A600 FOR TILE SELECTION NEW GYPSUM BOARD CEILING - SUSPENDED CEILING SYSTEM NEW SLOTTED METAL CEILING (AT INTERIOR ONLY) SYMBOL DESCRIPTION EXISTING ACT SUSPENDED CEILING SYSTEM TO REMAIN EXISTING GYPSUM BOARD CEILING TO REMAIN NEW WALL / ITEM WALL / ITEM EXISTING TO REMAIN OPEN TO STRUCTURE ABOVE EXIT SIGN, REFER TO ELECTRICAL DRAWINGS CAMERA, REFER TO TECHNOLOGY DRAWINGS180 OCCUPANCY SENSOR, REFER TO ELECTRICAL DRAWINGS NEW LED LIGHT FIXTURES, REFER TO ELECTRICAL DRAWINGS OC 1. FOR ADDITIONAL INFORMATION REFER TO ELECTRICAL, MECHANICAL, AND TECHNOLOGY DRAWINGS. 2. CENTER SUSPENDED CEILING FRIS EACH WAY WITHIN SPACE, U.N.O. 3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF EXIT LIGHTS. 4. FOR TYPICAL CEILING NOTES AND DETAILS, SEE SHEETS A850 & A851. 5. ROUTING OF BUILDING SERVICES SUCH AS PIPES, CONDUITS, TACKS, AND FITTINGS SHOWN IN ENGINEERING DRAWINGS ARE DIAGRAMMATIC IN NATURE, AND, UNLESS OTHERWISE NOTED OR OBVIOUSLY SHOWN OTHERWISE, SHALL BE CONCEALED. 6. WHERE BUILDING SERVICES ARE INTENDED TO REMAIN VISIBLE IN THE FINISHED PRODUCT, THEY SHALL BE ORGANIZED, ROUTED, AND INSTALLED IN A MANNER THAT REFLECTS AN ARCHITECTURAL FINISHED CONDITION, WITH ROUTING THAT IS ORTHOGONAL TO BUILDING GEOMETRIES, REGARDLESS OF WHETHER THIS ADDS TO THE ROUTING LENGTH. DIAGANOL OR RANDOM ROUTING IS NOT ACCEPTABLE WITHOUT ARCHITECT APPROVAL. 7. IN PUBLICLY ACCESSIBLE AREAS, ALL VISIBLE EQUIPMENT, FIXTURES, DEVICES, SPRINKLER HEADS, AND SIGNAGE SHALL BE MOUNTED IN THE CENTER OF CEILING PANELS, GEOMETIC ZONE/ROOM, OR STRUCTURAL BAY, AS APPLICABLE. IN CASES WHERE TWO OR MORE ITEMS OF A SIMILAR NATURE OCCUR WITHIN A SINGLE PANEL OR ZONE, SPECIAL CASE SHALL BE TAKEN TO ENSURE ALIGNMENT. 8. CLEAN DUCT WORK AFTER CONSTRUCTION ACTIVITY. - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A204 REFLECTED CEILING PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 A204 1 REFLECTED CEILING PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) REFLECTED CEILING PLAN LEGEND KEYNOTES REFLECTED CEILING PLAN NOTES 02.218 (E) ROOF ACCESS LADDER AND HATCH TO REMAIN 02.222 (E) EXTERIOR SOFFIT AND SLOTTED METAL CEILING TO REMAIN 09.501 ACCESS PANEL, SEE 12/A851 26.501 LIGHT FIXTURE, SEE ELECTRICAL 27.101 LADDER CABLE TRAY PER TECHNOLOGY DRAWINGS 27.202 TELECOM RACK PER TECHNOLOGY DRAWINGS 28.201 CAMERA PER TECHNOLOGY DRAWINGS - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 17 77 A204 REFLECTED CEILING PLAN DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 10 11 12 13 G H J K L 14 15 16 1 A310 4 A310 2 A310 3 A310 23.70102.21702.21702.217 02.218 02.21902.219 02.21902.219 02.21902.219 02.217 02.223 02.225 11 A820 TYP. 02.218 02.225 23.702 (E) WALKPADS TO REMAIN - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A205 PROPOSED ROOF PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 A205 1 PROPOSED ROOF PLAN - EOC WING 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) ROOF PLAN LEGEND 1. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. FOR ANY PIPE OR CONDUIT PENETRATIONS, REFER TO DETAIL 12/A820. GENERAL NOTES KEYNOTES 02.217 (E) MECHANICAL ROOFTOP UNIT TO REMAIN 02.219 (E) ROOF TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION 02.223 (E) ROOF VENT TO REMAIN 02.226 (E) ROOF DRAIN TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION 23.701 (N) ROOFTOP MECHANICAL UNIT, SEE MECHANICAL SHEET M204 - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 18 77 A205 PROPOSED ROOF PLAN DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 LEVEL 1 0' -0" G H J K L 1 A310 3 A310 103A 104A E100A E100B E100 08.40108.401 Sign: 100D Sign: 100A Sign: 100E 20' - 6" 16' - 11" T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" 05.701 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. SEE SHEET A700 FOR DOOR AND STOREFRONT SCHEDULE. 3. SEE SHEET A601 BUILDING SIGN SCHEDULE FOR SIGNAGE INFORMATION. (E) CONCRETE PANELS TO REMAIN PROTECT DURING CONSTRUCTION, REFER TO STRUCTURAL DRAWINGS FOR ANY PENETRATIONS OF CONCRETE PANELS (E) CONCRETE PANELS TO BE DEMOLISHED FOR NEW STOREFRONT WINDOW LOCATIONS LEVEL 1 0' -0" G H J K L 1 A310 3 A310 02.40702.40702.408 8' - 1" 3' - 2" 8' - 1"EQ EQ 6' - 11" E188 T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" LEVEL 1 0' -0" 13141516 4 A310 T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" 02.224 LEVEL 1 0' -0" J B.O. CEILING 9' -0" KL 1 A310 3 A310 T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" LEVEL 1 0' -0" 10 11 12 13 14 15 16 4 A310 2 A310 T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" 02.224 02.225 - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A300 EXTERIOR ELEVATIONS -DEMOLITION AND NEW CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A203 A300 1 EOC - NORTH ELEVATION - PROPOSED MATERIAL/COLOR LEGEND KEYNOTES EXTERIOR ELEVATION NOTES 02.224 (E) GLAZING TO REMAIN 02.225 (E) METAL SHADE STRUCTURE TO REMAIN 02.407 (E) PORTION OF WALL TO BE DEMOLISHED, BRACE PREFAB CONCRETE WALL PRIOR TO SAWCUTTING PER STRUCTURAL 02.408 (E) EXTERIOR SIGNAGE TO BE DEMOLISHED, PATCH AND REPAIR WALL PER ADJACENT WALL 05.701 NEW ALUMINUM SIGNAGE 08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700 SCALE: 1/8" = 1'-0" REF: A200 A300 2 EOC - NORTH ELEVATION - DEMOLITION 0'4'8'16'32' SCALE: 1/8" = 1'-0" (1:96) SCALE: 1/8" = 1'-0" REF: A203 A300 3 EOC - EAST ELEVATION - PROPOSED SCALE: 1/8" = 1'-0" REF: A203 A300 4 SOUTH ELEVATION - PROPOSED SCALE: 1/8" = 1'-0" REF: A203 A300 5 WEST ELEVATION - PROPOSED - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 19 77 A300 EXTERIOR ELEVATIONS - DEMOLITION AND NEW DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 LEVEL 1 0' -0" 13 14 4 A310 2 A310 OFFICE 103 COMMUNITY RISK 102 CONFERENCE ROOM 105 E.O.C. 106 102 105A 102 105A 107 106 Sign: 102B Sign: 105C Sign: 106B Sign: 107A W1 W1 W2 TYP 08.101 TYP 08.401 08.401 T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" 10' - 0" 13' - 0" 9' - 6" A801 3 A801 9 TYP TYP 02.220 LEVEL 1 0' -0" JKL 1 A310 COMMUNITY RISK 102 HALLWAY 101 ENTRY 100 3 A310 104104B 103 103B TYP 08.401 TYP 08.101 Sign: 104 Sign: 103 Sign: E187 Sign: 100B T.O. HIGH PARAPET 20' -6" 27.101 T.O. LOW PARAPET 16' -11" 10' - 0" A801 10 9' - 0" LEVEL 1 0' -0" J K L 1 A310 AV/IT 108 CONFERENCE ROOM 107 3 A310 E.O.C. 106 Sign: 106C27.202 27.401 W1W2 T.O. HIGH PARAPET 20' -6" 13' - 0" T.O. LOW PARAPET 16' -11" A801 3 A801 10 9' - 6" TYP 27.401 23.701 LEVEL 1 0' -0" 10 11 12 13 14 15 16 4 A310 2 A310 HALLWAY 101 CONFERENCE ROOM 107 CUST. E187 109 109 Sign: E177A Sign: E177B Sign: E179B Sign: E179A Sign: 109 Sign: 101C 08.401 08.101 W1 T.O. HIGH PARAPET 20' -6" 9' - 0" T.O. LOW PARAPET 16' -11" 9' - 6" E181E179E177 A801 10 02.217 02.217 02.217 23.701 OPEN TO BEYOND 12.303 EXIST. 47" MIN. - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A310 BUILDING SECTIONS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 0'4'8'16'32' SCALE: 1/8" = 1'-0" (1:96) 1. FOR FINISHES SEE A600. 2. FOR ALL EXIT SIGNS, COORDINATE WITH ELECTRICAL DRAWINGS. 3. SEE SHEET A601 BUILDING SIGN SCHEDULE FOR SIGNAGE INFORMATION. SCALE: 1/8" = 1'-0" REF: A203 A310 1 SECTION A SCALE: 1/8" = 1'-0" REF: A203 A310 2 SECTION B SCALE: 1/8" = 1'-0" REF: A203 A310 4 SECTION D SCALE: 1/8" = 1'-0" REF: A203 A310 3 SECTION C KEYNOTES BUILDING SECTIONS NOTES 02.217 (E) MECHANICAL ROOFTOP UNIT TO REMAIN 02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT PER SPECIFICATION 08.101 DOOR PER PLAN AND SCHEDULE 08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700 12.303 COUNTERTOP PER FINISH SCHEDULE 23.701 (N) ROOFTOP MECHANICAL UNIT, SEE MECHANICAL SHEET M204 27.101 LADDER CABLE TRAY PER TECHNOLOGY DRAWINGS 27.202 TELECOM RACK PER TECHNOLOGY DRAWINGS 27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS. SEE 3/S501 FOR MOUNTING DETAIL - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 20 77 A310 BUILDING SECTIONS DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 Sign: E177A Sign: E179A Sign: 109 Sign: 101C 109 08.401 08.101 TYP 09.601 Sign: E177B Sign: E179B 10.402 109 Sign: 100C Sign: 106A Sign: 102A 102 TYP 09.601 TYP 08.10127.401 TYP 08.401 106A 02.220 02.220 102 10.103 106 10.103 10.104Sign: 104 Sign: 103 104 103 TYP 08.101 TYP 08.401 TYP 09.601 26.503 103B104B 08.402 08.402 103 08.10108.402 103B 104 08.101 08.402 104B Sign: 105C 105A 09.601 08.40108.101 105A 09.601 TYP 27.401 09.601 09.601 103A 08.40102.220 09.601 104A 08.401 02.220 OPEN TO HALLWAY BEYOND 12.306 12.302 12.304 2' - 8 1/2" 5' - 3 1/2" 8' - 0" 6' - 0" 6' - 0" 11' - 5" V.I.F. EQ EQ EQ EQ EQ EQ EQ 10.102 12.303 - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/4" = 1'-0" A500 INTERIOR ELEVATIONS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 1. ALL DIMENSIONS FOR ACCESS COMPLIANCE ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. 2. SEE SHEET A601 FOR SIGNAGE PLAN. 0'2'4'8'16' SCALE: 1/4" = 1'-0" (1:96) SCALE: 1/4" = 1'-0" REF: A203 A500 2 (101) HALLWAY - EAST SCALE: 1/4" = 1'-0" REF: A203 A500 3 (101) HALLWAY - WEST SCALE: 1/4" = 1'-0" REF: A203 A500 4 (102) COMM. RISK - NORTH SCALE: 1/4" = 1'-0" REF: A203 A500 5 (103) OFFICE - SOUTH SCALE: 1/4" = 1'-0" REF: A203 A500 7 (104) OFFICE - SOUTH SCALE: 1/4" = 1'-0" REF: A203 A500 9 (104) CONF. RM. - EAST SCALE: 1/4" = 1'-0" REF: A203 A500 10 (104) CONF. RM. - WEST SCALE: 1/4" = 1'-0" REF: A203 A500 11 (104) CONF. RM. - NORTH KEYNOTES INTERIOR ELEVATION NOTES 02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT PER SPECIFICATION 08.101 DOOR PER PLAN AND SCHEDULE 08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700 08.402 PRE-FAB STOREFRONT SYSTEM PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700, SEE SPECIFICATION SECTION 08 43 15 09.601 WALL BASE, SEE FINISH SCHEDULE 10.102 CITY SEAL GRAPHIC SIGANGE 10.103 VINYL SIGNAGE ON GLAZING 10.104 10" ALUMINUM LETTER SIGNAGE 10.402 SEMI-RECESSED FIRE EXTINGUISHER CABINET, PER DETAIL 9/G010 12.302 18" DEEP LOWER CABINET PER FINISH SCHEDULE 12.303 COUNTERTOP PER FINISH SCHEDULE 12.304 42" DEEP TALL CABINET PER FINISH SCHEDULE 12.306 18" DEEP CASEWORK SHELVING 26.503 LIGHT SWITCH, SEE ELECTRICAL DRAWINGS 27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS. SEE 3/S501 FOR MOUNTING DETAIL SCALE: 1/4" = 1'-0" REF: A203 A500 6 (103) OFFICE - NORTH SCALE: 1/4" = 1'-0" REF: A203 A500 8 (104) OFFICE - NORTH SCALE: 1/4" = 1'-0" REF: A203 A500 1 (100) ENTRY - SOUTH - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 21 77 A500 INTERIOR ELEVATIONS DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023 Sign: 106B Sign: 107A 08.10108.40108.401 09.601 107A TYP 02.220 106A 106 107 26.504 TYP 09.901 Sign: 106C TYP 27.401 09.601 TYP 26.101 26.50409.801 09.601 02.220 02.220 02.22002.221 02.221 105B Sign: 105B TYP 27.40108.401 08.101 TYP 09.60126.101 105B 09.801 12.30312.30112.30709.601 27.401 12.303 26.503 A900 6 107B Sign: 107B 09.601 08.101 12.303 A900 8 27.401 09.60126.503 - DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL: 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/4" = 1'-0" A501 INTERIOR ELEVATIONS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 KEYNOTES INTERIOR ELEVATION NOTES 02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT PER SPECIFICATION 02.221 (E) CLERESTORY WINDOWS TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION 08.101 DOOR PER PLAN AND SCHEDULE 08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700 09.601 WALL BASE, SEE FINISH SCHEDULE 09.801 2" THICK KINETICS HARDSIDE ACOUSTICAL WALL PANELS IN CUSTOM DESIGN FORMAT. SEE 8/A802 FOR MOUNTING DETAIL 09.901 PREP AND PAINT EXISTING VENTS TO MATCH ADJACENT SURFACE COLOR. VENTS TO BE ALIGNED WITH EACH OTHER. 12.301 24" DEEP LOWER CABINET PER FINISH SCHEDULE 12.303 COUNTERTOP PER FINISH SCHEDULE 12.307 12" DEEP UPPER CABINET PER FINISH SCHEDULE 26.101 RECEPTACLE, SEE ELECTRICAL DRAWINGS 26.503 LIGHT SWITCH, SEE ELECTRICAL DRAWINGS 26.504 ILLUMINATED EXIT SIGN, SEE ELECTRICAL DRAWINGS 27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS. SEE 3/S501 FOR MOUNTING DETAIL SCALE: 1/4" = 1'-0" REF: A203 A501 1 (106) E.O.C. - EAST SCALE: 1/4" = 1'-0" REF: A203 A501 2 (106) E.O.C. - SOUTH SCALE: 1/4" = 1'-0" REF: A203 A501 3 (106) E.O.C. - WEST SCALE: 1/4" = 1'-0" REF: A203 A501 4 (106) E.O.C. - NORTH SCALE: 1/4" = 1'-0" REF: A203 A501 5 (107) CONF. RM. - EAST SCALE: 1/4" = 1'-0" REF: A203 A501 6 (107) CONF. RM. - SOUTH SCALE: 1/4" = 1'-0" REF: A203 A501 7 (107) CONF. RM. - NORTH SCALE: 1/4" = 1'-0" REF: A203 A501 8 (108) E.O.C. DIR. - SOUTH 0'2'4'8'16' SCALE: 1/4" = 1'-0" (1:96) 1. ALL DIMENSIONS FOR ACCESS COMPLIANCE ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. 2. SEE SHEET A601 FOR SIGNAGE PLAN. - DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: -AG JS JM G001 COVER SHEET CARLSBAD EOC WING RENOVATION CIP 4715 APPROVED CITY ENGINEER RCE 63912 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: MB 811-4A EXPIRES 9/30/20 JASON S. GELDERT G001-A COVER SHEET CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION AG JM PROJECT 4715 811-4C JOHN MAASHOFF CARLSBAD EOC WING RENOVATION 25 JS JM 22 77 A501 INTERIOR ELEVATIONS DEPUTY CITY ENGINEER LICENSE # C61909 10/30/2023