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C-7080-1 - Police Department Gun Range Remodel
February 9, 2022 Optima RPM, Inc. Attn: Maykel Hanna 17945 Sky Park Circle, Suite D Irvine, CA 92614 Subject: Police Department Gun Range Remodel — C-7080-1 Dear Ms. Hanna: CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 949-644-3005 1 949-644-3039 FAx newportbeachca.gov On February 9, 2021, the City Council of Newport Beach accepted the work for the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 65 days after the Notice of Completion had been recorded in accordance with applicable portions of the Civil Code, and to release the Faithful Performance Bond one year after Council acceptance. The Notice of Completion was recorded by the Orange County Recorder on February 10, 2021 Reference No. 2021000095207. The Surety for the contract is United Fire & Casualty Company and the bond number is 54203487. Enclosed is the Faithful Performance Bond. Sincerely, DAs' Leilani I. Brown, MMC City Clerk Enclosure PREMIUM IS SUBJECT TO CHAN. BASED ON THE FINAL CONTRACT AMOUNT Premium listed on Performance Bond Executed in Duplicate EXHIBIT B CITY OF NEWPORT BEACH BOND NO. 54203487 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ 7,808.00 , being at the rate of $ First $100,000 then $18.75 per thousand thousand of the Contract price. Next $400,000 then $11.25 per thousand, Next $2,000,000 then $7.50 per thousand WHEREAS, the City of Newport Beach, State of California, has awarded to Optima RPM, Inc. hereinafter designated as the "Principal," a contract for: The work necessary for the completion of this contract comprises of general construction of a gun range and associated spaces; obtaining City building permits; passing background checks for all workers entering the Police Station; removing and disposing of the existing improvements; constructing improvements; and completing other incidental items in place as required by the Contract Documents at the Newport Beach Police Department located at 870 Santa Barbara Drive, Newport Beach, CA 92660, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and United Fire & Casualty Company duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of Six Hundred Ninety One Thousand Dollars ($691,000.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, its successors, and assigns; 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 present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and well and truly keep and perform any or all the Work, covenants, conditions, and agreements in the Contract Documents and any alteration thereof made as therein provided on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to its true intent and meaning, or fails to indemnify, defend, and save harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the Optima RPM, Inc. Page B-1 event City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. Surety, for value received, stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by City. In the event that the Principal executed this bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 5th day of March 20 20. Optima RPM, Inc. Name of Contractor (Principal) United Fire & Casualty Company Name of Surety P.O. Box 73909, Cedar Rapids, IA 52407-3909 Address of Surety 319-399-5700 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: Y4 t /%L (7 0 AAa�Lr��on--C. Harp City Attorney 4 _ S Auth rized Signature/Title Yung T. Mullick, Attorney -in -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Optima RPM, Inc. Page B-2 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 March 9, 2020 before me, Elizabeth I. Ramirez, Notary Public Date Here Insert Name and Title of the Officer personally appeared Mohamed Mamoun Namels of Signer who proved to me on the basis of satisfactory evidence to be the per on whose name is/ subscribed to the within Instrument and acknowledged to me that h Per tom executed the samib In hIV*/ authorized capacity(les), and that by hislhaf7thelr signature 'on tfie instrument the personal, or the entity upon behalf of which the persorol acted, executed the Instrument. Q ELIZABETH I. RAMIREZ 'Notary Public - California orange County Commission # 77%971 G My Comm. Expires feb 71,1gS2 Y I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph Is true and correct. WITNESS f»y hand and official seal. l "I Signature--___ � Signature of Notary Public Place Notary Seal Above 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: Labor & Materials Payment Bond Document Date: 3/5/2020 Number of Pages: 2 Signers) Other Than Named Above: N/A Capacity(les) Claimed by Signer(s) Wner's Name: MohamedMamoun VI Corporate Officer — Title(s): President ❑ Partner — ❑ Limited ❑ General • Individual ❑ Attorney In Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: _—Qpyma Rp Inc Signer's Name: ❑ Corporate Officer — Tltle(s): ❑ Partner — El Limited ❑ General 1-1 Individual IJ Attorney In Fact ❑ Trustee ❑ Guardian or Conservator Cl Other: Signer Is Representing: R�`5�6�.'V3R+S�.YK`+`3Xi4aZ.�iO§2>�Z�eCSS'�i�'OS�>'S�Z4&06G`Si,G'SiUUTuG&TGR`.R�4'� _ y�Cs§.Ig�pF�6Y 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 ACKNOWLEDGMENT 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 } ss. On 20 before me, Notary Public, personally appeared 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY 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 (seal) ACKNOWLEDGMENT 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 }ss. On 20 before me, Notary Public, personally appearea 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY 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 (seal) Optima RPM Inc. Page B-3 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 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 March 5, 2020 before me, Irene Luong Notary Public, Date Insert Name of Notary exactly as it appears on the official seal personally appeared '.x sr,. IRENE LU0NG �e t� V Nolary Put he Callfnnv � { orange County d �y/ CommisOu" 2207169 My Comm. Expires Jul 27, 2021 Place Notary Seal Above T. Mullick 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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Z Witness my hand and Signature OPTIONAL Though the information below is not required by law it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of the form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer —Title(s):_ ❑ Partner ❑Limited []General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: Number of Pages: Signer's Name: ❑ Individual ❑ Corporate Officer Title(s): ❑ Partner ❑ Limited ❑ General ❑ Attorney in Fact CI Trustee ❑ Guardian or Conservator f.l other: Signer is Representing: UNITED FIRE & CASUALTY COMPANY, CEDAR RAPIDS, IA Inquiries: Surety Department Uf gun U SD FIRE & INDEMNITY COMPANY, WEBSTE X 118 Second Ave SE FII,,,NCIAL PACIFIC INSURANCE COMPANY, ROC&LIN, CA Cedar Rapids, IA 52401 INSURANCE CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company — See Certification) KNOW ALL PERSONS BY THESE PRESENTS, That United Fire & Casualty Company, a corporation duly organized and existing under the laws of the State of Iowa; United Fire & Indemnity Company, a corporation duly organized and existing under the laws of the State of Texas; and Financial Pacific Insurance Company, a corporation duly organized and existing under the laws of the State of California (herein collectively called the Companies), and having their corporate headquarters in Cedar Rapids, State of Iowa, does make, constitute and appoint JAMES W. MOILANEN, YUNG T. MULLICK, P. AUSTIN NEFF, EACH INDIVIDUALLY then tate and lawful Attomey(s)-in-Fact with power and authority hereby conferred to sign, seal and execute at its behalf all lawful bonds, undertakings mid other obligatory instruments of similar name provided that no single obligation shall exceed $15,000,000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney, pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted shall expire the4th day of September, 2020 lint ess sooner revoked by United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. This Power of Attorney is made and executed pusumit to and by authority of the following bylaw duly adopted on May 15, 2013; by the Boards. of Directors of United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. "Article VI — Surety Bonds and Undertakings" Section 2, Appointment of Attorney -in -Fact "'the President or any Vice President, or any other officer of the Companies may, from time to time, appoint by written attorneys -in -fact certificates to act in behalf of the Companies in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby; such signature and seal, when so used, being adopted by the Companies as the original signature of such officer and the original seal of the Companies, to be valid acrd binding upon the Companies with the same force and effect as though manually affixed. Stich attomeys-in-fact, subject to the limitations set of forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal the Companies thereto. The President or any Vice President, the Board of Directors or any other officer of the Companies may at any time revoke all power acrd authority previously given to any atiomey-in-Fact. ,mllla 1p IN WITNESS WHEREOF, the COMPANIES have each caused these presents to be signed by its �, :C�tk`iso16MUCOR-f `, •P', stc v qN, vice president and its corporate seal to be hereto affixed this 4th day of September, 2018 _`9 roxeoxAm F$: w`�_ .x°�^:'eUNITED FIRE & CASUALTY COMPANY opsas"� 5 ;=•• pal a�v;Yz` UNITED FIRE & INDEMNITY COMPANY 1114, RA ''..`,°s>E.,c*;o�`� F0' FINANCIAL PACIFIC INSURANCE COMPANY ommmia 0, By: State of Iowa, County of Lima, ss: Vice President On 4th day of September 2018, before me personally came Dennis J. Richmann to me !mown, who being by me duly sworn, did depose and say; that he resides lit Cedar Rapids, State of Iowa; that he is a Vice President of United Fire & Casualty Company, a Vice President of United Fire & Indemnity Company, mid a Vice President of Financial Pacific Insurance Company the corporations described in and whichexecuted the above instnmtent; that he knows the seal of said corporations; that the seal affixed to die said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that lie signed his name thereto pursuant to like authority, and acknowledges some to be the act and deed of said corporations. ,FM Judith A. Jonas IowNotarial Sea l commissionrum er 77 3041 My ComrMaeton Expires 4/23t2021 Public My commission expires: 4/23/2021 1, Mary A. Bertsch, Assistant Secretary of United Fire & Casualty Company and Assistant Secretary of United Fire & Indemnity Company, mid Assistant Secretary of Financial Pacific Insurance Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporations as set forth un said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now at full force and effect. In testimom y whereof I have hl{re�rrrto subscribed my name and affixed th�ryorate seal of the said Corporations this 11 da of NL oyl r O JWur' Il[y�Oi nseWEluby o"mC iiNan°r "'100 n1" g*`o,N.t eem'ri0� °!�\F\FPO "gg4'O•. �coaroaAre� =w conroaAR g+V --a— •i is _~ ,— .'. ja` SEALPC %� 4P.AI. 'k9.uiiiinn�0a"""'.9(/FOP' to' iA nnnnor• nnilinm°,Oo`• BPUA0045 122017 '111, 1);q,.1 1 1. 1 , a. 1, . 1 I,. 1 By: A. Assistant Secretary, I IF&(' R I q+&l & FPI(' April 19, 2021 Optima RPM, Inc. Attn: Maykel Hanna 17945 Sky Park Circle, Suite D Irvine, CA 92614 Subject: Police Department Gun Range Remodel - C-7080-1 Dear Maykel Hanna: i t T.,r l ,- NE`,VV00 .T BEAC:4 100 Civic Center Drive Newport Beach, California 92660 949-644-3005 1 944644-3039rav newportbeachca.gov On February 9, 2021 the City Council of Newport Beach accepted the work for the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 65 days after the Notice of Completion had been recorded in accordance with applicable portions of the Civil Code, and to release the Faithful Performance Bond one year after Council acceptance. The Notice of Completion was recorded by the Orange County Recorder on February 10, 2021, Reference No. 2021000095207. The Surety for the bond is United Fire & Casualty Company and the bond number is 54203487. Enclosed is the Labor & Materials Payment Bond. Sincerely, Leilani L Brown, MMC City Clerk Enclosure Premium listed on Performance Bond EXHIBIT A Executed in Duplicate CITY OF NEWPORT BEACH BOND NO. 54203487 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to Optima RPM, Inc. hereinafter designated as the "Principal," a contract for: The work necessary for the completion of this contract comprises of general construction of a gun range and associated spaces; obtaining City building permits; passing background checks for all workers entering the Police Station; removing and disposing of the existing improvements; constructing improvements; and completing other incidental items in place as required by the Contract Documents at the Newport Beach Police Department located at 870 Santa Barbara Drive, Newport Beach, CA 92660, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the Work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, We the undersigned Principal, and, United Fire & Casualty Company duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of Six Hundred Ninety One Thousand Dollars ($691,000.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount payable by the City of Newport Beach under the terms of the Contract; 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 present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the Principal's subcontractors, fail to pay for any materials, provisions, or other supplies, implements or machinery used in, upon, for, or about the performance of the Work contracted to be done, or for any other work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety will pay for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required by the provisions of Section 9554 of the Civil Code of the State of California. Optima RPM, Inc. Page A-1 The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this Bond, as required by and in accordance with the provisions of Sections 9500 et seq. of the Civil Code of the State of California. And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the Contract or to the Work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 5th day of March 20 20. Optima RPM, Inc. Name of Contractor (Principal) United Fire & Casualty Company Name of Surety P.O. Box 73909, Cedar Rapids, IA 52407-3909 Address of Surety 319-399-5700 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: J'/ By: Aar C. Harp City Attorney Autho�� re/Title Print Name and Title C NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Optima RPM, Inc. - - - --- Page A-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 xn:ccrra�T�s;ear�e�nar�c,��r��� •�„��F,,,�..:-__ 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 March 9, 2020 _ before me, Elizabeth I. Ramirez, Notary Public Date personally appeared Here Insert Name and Title of the Officer Name of who proved to me on the basis of satisfactory evidence to be the per gn whose name' is/ subscribed to the within Instrument and acknowledged to me that hej, 6, executed the same in hlWher/thelf authorized capacity0ea), and that by his/hefJthbir signatura(s)"ontha instrument the person(s); or entity upon behalf of which the persor),(s) acted, executed the instrument. ELIZABETH I. RAMIREZ Notary Public - California Orange County Commission N 2229216 My Comm. Expires Feb 21, 2022 jr Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph Is true and correct. WITNESS my hand and Offlciial seal. Signature_ _ Signature of No'acy 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: Labor & Materials Payment Bond Number of Pages: 2 Signer(s) Other Than Named Cepacity(les) Claimed by Signer(s) Slaner's Name: Mohamed My -4f Corporate Officer -- Title(s): P7esident_______ Cl Partner — 1-1 Limited ❑ General ❑ Individual ❑ Attorney in Fact IJ Trustee ❑ Guardian or Conservator C1 Other: Signer Is Representing: OWMa RPM jnc. _ Document Date: 3/5/2020 Above: N/A Signer's Name: _____ _ I I Corporate Officer — Tftle(s) F1 Partner — I l Limited I I General L I Individual LI Attorney in Fact Ll Trustee I I Guardian or Conservator 17 Other: _ Signer Is Representing: _ 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 ACKNOWLEDGMENT 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 }ss. On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose names) 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY 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 ACKNOWLEDGMENT 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. (seal) State of California County of )ss. On 20 before me, Notary Public, personally appeared 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY 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 (seal) -------- -------- Optima RPM, Inc. Page A-3 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 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 fl On March 5, 2020 _ before me, Irene Luong , Notary Public, Date Insert Name of Notary exactly as it appears on the official seal personally appeared RINI WON(, �t woGnV Fuhlk r.,tlilnini., 4. L '.i rL.in[ Qnmh ``a a,: innimu , l7NIr,9 . ppuns lul )/, 20/I 'awanrmmwwr++.v Place Notary Seal Above T. Mullick 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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my hand and Signature OPTIONAL - Though the information below is not required by law it may prove and could prevent fraudulent removal anc) reattachment Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: sons relying on the document another document. _ Number of Pages: Signer's Name: I 1 Individual I Corporate Officer -- Title(s): Partner ❑ Limited CJ General ❑ Attorney in Fact t ] Trustee l Guardian or Conservator Other Signer is Representing: UNTIED FIRE & CASUALTY COMPANY, CEDAR RAPIDS, IA Inquiries: Surety Department ufgUN' 7 FIRE & INDEMNITY COMPANY, WF.BSTEF118 Second Ave SE FIN,..aCIAL PACIFIC INSURANCE COMPANY, ROCh..'rN, CA Cedar Rapids, IA 52401 INSURANCE MCERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company — See Certification) KNOW ALL PERSONS BY THESE PRESENTS, That United Fine & Casualty Company, a corporation duly organized and existing mnder the laws of the State of Iowa; United Fire & Indemnity Company, a corporation duly organized and existing under the laws of the State of Texas; and Financial Pacific insurance Company, a corporation duly organized and existing wider the laws of die State of California (herein collectively called One Companies), and having them corporate headquarters it Cedar Rapids, State of Iowa, does make, constitute and appoint JAMES W. MOILANEN, YUNG T. MULLICK, P. AUSTIN NEFF, EACH INDIVIDUALLY their true and lawful Attomey(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $15, DOC, 000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney, pursuant to the authority hereby given and hereby ratified and confirned. The Authority hereby granted shall expire the4th day of September, 2020 unless sooner revoked by United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted on May 15, 2013, by the Boards of Directors of United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. "Article VI — Surety Bonds and Undertakings" Section 2, Appointment of Attomey-in-Fact "'11ie President or any Vice President, or any other officer of the Companies may, from time to time, appoint by written certificates attomeys-in-fact to act in behalf of the Companies in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby; such signature acrd seal, when so used, being adopted by the Companies as the original signature of such officer and the original seal of the Companies, to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys -in -fact, subject to the limitations set of forth in thein respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal the Companies thereto. The President or any Vice President, the Board of Directors or any other officer of the Companies may at any time revoke all power mid authority previously given to any anomey-in-fact. \...... ,, \\11111pan,", ,,,,,,,,,, IN WITNESS WHEREOF, the COMPANIES have each caused these presents to be signed by its --- --?)s' "sgocIos�ai,,; vice president and its corporate seal to be hereto affixed this 4t h day of September, 2018 °ae:Rnre_ `°"";acIscP re`sULY st , UNITED FIRE & CASUALTY COMPANY ppi sent o„°' 6a8su[. ' "• �y'....n lees r;i` UNITED FIRE & INDEMNITY COMPANY FINANCIAL PACIFIC INSURANCE COMPANY State of Iowa, County of Lim, ss: Vice President On 4th day of September 2018, before me personally came Dennis J. Richmann to me known, who being by me duly sworn, did depose and say; that he resides in Cedar Rapids, State of Iowa; that he is a Vice President of united Fie & Casualty Company, a Vice President of United Fite & Indemnity Company, and a Vice ]'resident of Financial Pacific Insurance Company the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal; that it was so affixed ptusumu to authority given by die Board of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be die act and deed of said corporations. ,rM Judith to Jones Iowa Notarial Seal Commission number 173041 Notary Public My Com rlsslon Expires 4/2312021 My commission expires: 4/23/2021 1, Mary A. Bertsch, Assistant Secretary of United Fite & Casualty Company and Assistant Secretary of United Fire & Indemnity Company, and Assistant Secretary of Financial Pacific Insurance Company, do hereby certify that I have compared die foregoing copy ol'the lower of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Cohpmztions as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN T'HI HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts thereof, and of die whole of tie said originals, mid that the said lower of Attorney has not been revoked and is now in full force and effect. In testiniol vlhereof I have lierqnito subscfiibed my name and affixed the corporate seal of the said Corporations this_ -1 = day of d'`I(GV _,20Z t). `V 1 moo, P\\1111111111//„ `\\,\111G I N1SU �pP....... 4 r°!VVV' pRlxoeMp�sd., 4\P�.INSU'74y',l CORI'OMTEUCOR-sAlvy< _iUSenn Z'aTa''. InasIly: y`..n Assistant Secretary, I.IF&C & IIF&I & FITC 13POA0045 122017 Batch 9170616 Confirmation RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Page 1 of 2 Recorded in Official Records, Orange County Hugh Nguyen, Clerk -Recorder IIIIIIIIIIIIIIIII IIIIIIIIIII'Illlllllllllllll11111jllllll1l1111llllllll NO FEE * $ R 0 0 1 2 5 1 6 4 4 8 S 202100009520710:45 am 02110121 227 NCR2 N12 7 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and Optima RPM, Inc., Irvine, California, as Contractor, entered into a Contract on February 25, 2020. Said Contract set forth certain improvements, as follows: Police Department Gun Range Remodel - C-7080-1 Work on said Contract was completed, and was found to be acceptable on February 9. 2021, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is United Fire & Casualty COMDanV. BY P Ilc Works Direc o City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. g Executed on Wa ' 1 �1 ay ki at Newport Beach, California. M �.►.� G�11,t https:Hgs.secure-recording.com/Batch/Confirmation/9170616 02/10/2021 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and Optima RPM, Inc., Irvine, California, as Contractor, entered into a Contract on February 25, 2020. Said Contract set forth certain improvements, as follows: Police Department Gun Range Remodel - C-7080-1 Work on said Contract was completed, and was found to be acceptable on February 9, 2021, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is United Fire & Casualty Company. BY Pgblic WorksDirecto City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on el'ooki at Newport Beach, California. CITY OF NEWPORT BEACH NOTICE INVITING BIDS Sealed bids shall be submitted electronically via PlanetBids to office of the City Clerk, 100 Civic Center Drive, Newport Beach, CA 92660 By 10:00 AM on the 8' day of JANUARY 2820, at which time such bids shall be opened and read for POLICE STATION GUN RANGE REMODEL Contract No. 7080-1 $750,000 Engineer's Estimate Approved (James M. Houlihan Q/eputy PWDICity Engineer Prospective bidders may obtain Bid Documents, Project Specifications and Plans via PlanetBids: httg)://www.Rianetbids.cOm/POrtal/VOrtal.cfm?CompanylD=22078 VOLUNTARY PRE-BID SITE WALK: A voluntary lob walk at the Police Station will be conducted for this project on TUESDAY, DECEMBER 17, 2019 at 9:00 AM, Located at 870 Santa Barbara Drive Hard copy plans are available via:- -- Santa Ana Blue Print at (949)756-1001 Located at 2372 Morse Avenue, Irvine, CA 92614 Contractor License Classification(S) required for this project: "B" For further information, call Peter Tauscher, Prosect Manage at (949) 644-3316 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE: htt :Ilnew ortbeachca.ctov! overnmentla en -trans arentlonline-servif--A bids-rf s - vendor -re isg tratian City of Newport Beach POLICE STATION GUN RANGE REMODEL Contract No, 7080-1 TABLE OF CONTENTS NOTICE INVITING BIDS ......................................... ................................................ Cover INSTRUCTIONS TO BIDDERS . ................................................. 3 BIDDER'S BOND .................................... 6 DESIGNATION OF SUBCONTRACTOR(S) ................................................................... 9 TECHNICAL ABILITY AND EXPERIENCE REFERENCES ............................................ 9 NON -COLLUSION AFFIDAVIT .............. ... I ............. I—— .................... ......... 13 DESIGNATION OF SURETIES ................................................... 14 CONTRACTOR'S INDUSTRIAL SAFETY RECORD ... ..................... .......................... 15 ACKNOWLEDGEMENT OF ADDENDA ......... ......................................................... 18 INFORMATION REQUIRED OF BIDDER ............................................................ 19 NOTICE TO SUCCESSFUL BIDDER ...... .......... ............... ................................... 21 CONTRACT................................................................................................................. 22 LABOR AND MATERIALS PAYMENT BOND ............................................. Exhibit A FAITHFUL PERFORMANCE BOND ... ......... ..................... ....................... Exhibit B INSURANCE REQUIREMENTS ................................................................. Exhibit C PROPOSAL.......................................................... ............... ____ ....... __ ............... PR -1 SPECIALPROVISIONS ................................................ _._ ....................... _ ........... SP -1 K City of Newport Beach POLICE STATION GUN RANGE REMODEL Contract No. 7080-1 INSTRUCTIONS TO BIDDERS 1. The following documents shall be completed, executed, uploaded and received by the City Clerk via PlanetBids in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND (Original copies must be submitted to the City Clerk's Office in Sealed Envelope) DESIGNATION OF SUBCONTRACTORS ACKNOWLEDGEMENT (Subcontractor information to be submitted via PlanetBids) CONTRACTOR'S INDUSTRIAL SAFETY RECORD INFORMATION REQUIRED OF BIDDER ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID OPENING DATE (if any; Contractor shall confirm via PlanetBids) TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON -COLLUSION AFFIDAVIT DESIGNATION OF SURETIES PROPOSAL ACKNOWLEDGEMENT (Line Items to be completed via PlanetBids) The City Clerk's Office will open and read the bid results from PlanetBids immediately following the Bid Opening Date (Bid Due Date.) The Bid Results are immediately available to the public via PlanetBids following the Bid Opening Date (Bid Due Date). Members of the public who would like to attend this reading may go to Bay E, 211a Floor of the Civic Center (Located at 100 Civic Center Dr.) 2. Cash, certified check or cashiers check (sum not less than 10 percent of the total bid price) may be received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. Original copies must be submitted to the City Clerk's Office. 3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. 3. BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. The successful bidder's security shall be held until the Contract is executed. Original, sealed copies must be submitted to the City Clerk's Office by the Bid Opening Date (Bid Due Date,) The title of the project, Contract Number and the words "Sealed Bid" shall be clearly marked on the outside of the envetope containing the documents. 4. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 5. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, 3 bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors and omissions in the PROPOSAL. 6. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the request and expense of the Contractor, securities shall be permitted in substitution of money withheld by the City to ensure performance under the contract. The securities shall be deposited in a state or federal chartered bank in California, as the escrow agent. 7. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates {Sections 1770-7981 inclusive}. A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 9. The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of the Labor Code Apprenticeship requirements and Section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act". 10. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)j. 11. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5, 12. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 13. All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. 14. Pursuant to Public Contract Code section 9204, for any demand by contractor, whether on behalf of itself or a subcontractor that lacks privity of contract with the City but has requested that contractor proceed on its behalf, sent by registered mail or certified mail return receipt requested for a time extension, payment by the City for money or damages arising from work done by, or on behalf of, the contractor and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or for payment of an amount that is disputed by the City, the following is a summary of the claims resolution process to be applied: A. The City shall review the claim and, within 45 days, shall provide a written statement identifying the portions of the claim that are disputed and undisputed. This time period may be extended by mutual agreement. The claimant shall furnish all reasonable documentation to support the claim. If the City needs approval from its City Council to 4 provide the written statement and the City Council does not meet within the prescribed time period, the City shall have up to 3 days following the next regular meeting of the City Council to provide the written statement. Payment of the undisputed portion of the claim shall be made within 60 days after the City issues its written statement. B. If the claimant disputes the City's written statement or if the City does not issue a written statement in the prescribed time period, the claimant may demand in writing an informal meet and confer conference, which shall be scheduled within 30 days of receipt of claimant's demand, C. Within 10 business days of the meet and confer conference, if a dispute remains, the City shall provide a written statement identifying the portion of the claim that remains in dispute and the undisputed portion, The City shall pay any remaining amount of the undisputed portion within 60 days. Any disputed portion of the claim shall be submitted to nonbinding mediation or similar nonbinding process, with the City and claimant sharing the costs equally and agreeing to a mediator within 10 business days. If the parties cannot timely agree on a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate the remaining disputed portion. If mediation is unsuccessful, any remaining disputed portion shall be addressed using procedures outside of Public Contract Code section 9204. D. Failure by the City to meet the time requirements herein shall result in the claim being rejected in its entirety and shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. The signature below represents that the above has been reviewed 961714, ABB Contractor's License No. & Classification 1000013611 & 6/30/2020 DIR Registration Number & Expiration [late Optima RPM, Inc. Bidder 5 YZ Z �"j ^, Vice President AuthorizAd Signature/Title 01/08/2420 Date City of Newport Beach POLICE STATION GUN RANGE REMODEL Contract No. 7080.1 BIDDER'S BOND We, the undersigned Principal and Surety, our successors and assigns, executors, heirs and administrators, agree to be jointly and severally held and firmly bound to the City of Newport Beach, a charter city, in the principal sum of Ten Percent of Total Bid Amount Dollars ($ _10.0% of Total Bid ), to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of POLICE STATION GUN RANGE REMODEL, Contract No. 7080-1 in the City of Newport Beach, is accepted by the City Council of the City of Newport Beach and the proposed contract is awarded to the Principal, and the Principal fails to execute the Contract Documents in the form($) prescribed, including the required bonds, and original insurance certificates and endorsements for the construction of the project within thirty (30) calendar days after the date of the mailing of "Notification of Award", otherwise this obligation shall become null and void. If the undersigned Principal executing this Bond is executing this Bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. Witness our hands this 3rd day of January 2020 Optima RPM, Inc. Name of Contractor (Principal} 'United Fire & Casualty Company Name of Surety P.O. Box 73909, Cedar Rapids, lA 52407 Address of Surety {379}399-5700 Telephone Aut orized Signature/Title Authorized Agent Signature Shawn Blume, Attorney -in -Fact Print Name and Title (Notary acknowledgment of Princi al & Suret-Y must be attached) [: CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 11,80 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 documen#. State of California County of Orange On January 7. 2020 _ _ before me, E14a6efh i. Ramirez, Notary Public nate Here Insert Name and Title of the Officer Personally appeared Mayksl Hanna Nameo of Signeo who proved to me on the basis of satisfactory evidence to be the person whose name is//e subscribed to the within instrument and acknowledged to me that he/Of6/ executed the same in hia&eV'thsirauthorized capacity), and that by hisl,I�aV#jdit-signatureW on t�nstrument the perso*r, or the entity upon behalf of which the perso/A acted, executed the instrument. ELIZABETH I- RA W REZ Notary Pubk - Ca;ifra'n"a a C Ora rreCou-fy f Com rnissiori a 22291'6 My Comm. Expires Feb 21.2022 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNES m . hand a V Signature '-.. C Signature of seal. A Public Place Notary Seal Above 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; bidder's Bond Number of Pages.. 1 5irrrnerfsl Other Than N d Ab Document Date: 1/312020 ame pv®; NIA CapacitYtiesj Claimed by Signer(s) SV' ner's Name; Maykel Hanna Corporate Officer -- Title(s): vice President ❑ Partner -- ❑ limited ❑ General ❑ Individual ❑ Attorney in fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: rima M inc. Signer's Name: ❑ Corporate Officer- -- Title(s): n Partner — ❑ Limited l] General ® individual Cj Attorney in Fact ❑ Trustee I. I Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationaiNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 ACKNOWLEDGMENT 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 ` ) SS. On 20 before me, Notary Public, personally appeared 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 helshelthey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. certify under PENALTY 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 OPTIONAL INFORMATION Date of Document Type or Title of Document Number of Pages in Document Document in a Foreign Language Type of Satisfactory Evidence: Personally Known with Paper Identification Paper Identification Credible Witness(es) Capacity(ies) claimed by Signers): Trustee Power of Attorney CEO/CFO/COO President / Vice -President ! Secretary 1 Treasurer Other: Other Information: VA (seal) Thumbprint of Signer ❑ Check here if no thumbprint or fingerprint is available. ACKNOWLEDGMENT 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 See Attached } ss. On 20 before me, Notary Public, personally appeared 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 hislherltheir signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY 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 (seal) ACKNOWLEDGMENT 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 5S. On 20 before me, Notary Public, personally appeared 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 helshelthey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY 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 E:j (seal) 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 truth€ulness, accuracy, or validity of that document, State of California } County of Orange ) On o4V oho before me, Natassia Kirk -Smith , Notary, Public, personally appeared Shawn Blume 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 hefshv*ey executed the same in hisfherftheir authorized capacity{its}, and that by hisllrerftheir signature() on the instrument the person(&), or the entity upon behalf of which the person(s) acted, executed the instrument. NATASSIA KIRK -SMITH Notary Public - California Orange County 4 Commission # 2253818 My Comm. Expires Aug 12, 2022 Placa Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and offic Signa re: Signature of Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could present fraudulent and reattachment of this form to another document. Description of Attached Document Type or Title of Document. Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Shawn Blume ❑ Individual ❑ Corporate Officer - Title(s): ❑ Partner: []Limited ❑ General ® Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer - Title(s):_ ❑ Partner. ❑Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: -�•nv,.,;�.1e��w:•;w�.rw�.ryvn+��.1.�vr1+v�Rr. r. �.��re.,�;�w�:�ri R�v�.sn..,,,.o...tinn,..,,a>s.tir.nn.....nnrenn.ro r. r.nnn nnaannnna.. r, ..z a.nn nen Rev. 1-15 e� :tile_':and lairttl Att4riley s -itl-1 :ict n illi aver 3r}d Rillliol'lt�' lizl"ei3 C6I (`rred .tfl $I i .St ai 1 ' lf:.ftll iaii•ful. Bands; ' ';e. ';` �ihdeTtiipErgs and rstlier:a�ili�atuty itislrttitietit3 0f si{uilat .iiaturc tiiov'isJe(i iliac do sui;�ke clh1�=at:ton �Iiall eg�t'c�[I ,:$'6Q:'t]ik7 DDO:::Op.. ' ;'. cud' :ixmd the Canll><trtiGs: t[icrehy as:;fugiy cull to file tiiiritr ext(Iit [is.. if such ittstruthcgt[s n ctz sin teal: tiYc dal ed:oll u i is of -. ie Cont . anies field �i[ of lite aces of sair3 Att4nt -^;: et', pttf`sltattt'to the atitltbrirn• lier�by'given and iterehr r�tiiird attd caufiiiui'r}:' , ,` : ; .' The Authority hereby-,Wanted is .cantinuaus mid shall tentai[i in full force and effect until revoked by United Fire & Casualty Company, United lire & tt emni �r 'n ate: uraneEa .sc tc surattc `ompatty'; a; 17tis et• bf A'ttorney is made and executed lx[tsuant to and by authority of the following bylaw duly adopted on May IS, 20.13 the I aEirils of l]ir[ cto s of Unfti d F•iirc & Casualty Company, United Fire & Indio ity Company, and Fiztuttcial Pacific hislarartcc Company. I�articleV1— Surety $odds and Undertakings" Section:2,:Appointm6t of Attorney-in-.Fact. "IN-, President or any Vice Piresideat, or any other officer of the Companies may, from time to nitro,appaatt by m�jlt.Etil.: certificates attorneys-in-fact m act in behalf of the Companies in die execution of policies of insurance, bonds, undertakings and other obligatory ulst>untcni� &t' ]il a natit[ra [be signature of any ofYizer authorized hereby, and the Corporate seal, may be affixed by facsimile to any povv�7 of attnntcy or special pox%w of anonncy or ccltification of eithdr authorized hm0hy; such signature and seal, when so used, being adopted by the Companics as tip: original signature of such officer and the original seal', of, the ConTp nl e , to be Qd and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys-in-fact, subject 60e linlitat'�".as set of fnrtli.iit. fli63- respei�t'ise certificates of authority sfnall have full power to bind the Companies by their signature mid execution of any such instntrrteaig. an toattach:'tlie'seal the CoPipanies there0. 17te President or any Vice President, the "i-d of Directors or alit' other officer of [he Companies tray a[ any time revo1-e'atl: pgs}ter attd aittitc3rity ': .. pnn lot ly. niLrn to any attaxlley-in-fact. IN WITH ESS Wf IE REEF, tate COMPANIES have each caused these Nu esents taj signed by.._:us' :.:y,jhli Vitt" 1i31391rr! <:. r �r;; , ,,;"g5�a �, a alp �Hso"w vice president mid its corporate seat to be b=to affixed this "�p aaQ�sr. 15th day of -NoVember, 2tZ17`'` CY1nR.11ir ` mCl'C?t3rF gx t `�.. - f�q [> x, .'--' _ _ --w" ,as UNITE© F1 RE & CASUALTY COM I'ANY... .s.rasE UNITED FIRE & INDEMNITY CQNEAR Y ANCECi1PA:' YFNANLIALPACIFIC INSUR . l�tt'RZP1»` • � E��YI:IE SF%' \1�� �' .. .Nilf_1i.11����'+ �NN11r[i5i11L�� Nnrlrlpr ... ..' .:.. n :. Brr. Slate tit"lci�,. C'outYtr nfl..itm, ss: ,.. .. Vice President.:. On 15th day of November, 2417, before me personallycame Dennis J. Richmann to ].PC kno,,vxa, w1a, lieiTm by nucduly tiv+ or t., slid do xisc and say: that lie rei& s in- Cedar Rapids, State of jowa; that ,hi•is a Vice. President of United. Fire & Castialty Company a Vice"l'xec�fclit ..4t i;,iEiiteil' i u'� fi Ind riitiity Compeu7 V; dTid :t .�`ic� PrLsi l till: of F uta l'i ial Pacify'-'Iaisff4ut ce i oto ]iii lice '. L'671 ]Cilat.lClllti deSEIiIaC'ti-,sill arlCl::il'11'll"Ii.e ecu e. tate aEiiive ..in [I :litt'Eit;':tFloT he knows, I] -,-al (1I�.,aid ''i:(3. s, that .i13e: seal' Af X (l t(��i}le} ti:ili'1 . 7 . in•trtint nt is u(It (sn icaraie seal; lila;: it na s(? a17[ c1:I?TTt iitnt tci alit]ly givni Env: t4e.Fioard o [Dili ors of:.said cortx»atinns aud that he si ne i ixi5 tiattic:Iliciiia purstiattt tti.,liltie:utluititi' :ntid ackl3iivtilcil�cs sa 7t�;ta h : chi `pct and diel ofaicl:calliiitatiins. Patu .wa.ddell . z Iowa No;,6ial Seal Commission nu[rther 713274 Notary Public ^owR ...:..My Com[nlssion Expires 1012612019 Aly . ContEltiSSinli expires.. 1 . 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'/�R S�t� �/rrnn•�%'s'-4a_ � '++Hflfli111NiNA�. .. .. .:�::. .::..'.:ASJISlattScIearya tJI'&C & IT&I & FPIChr .:. : .. This paper has a colored background and void pantograph. City of Newport Beach POLICE STATION GUN RANGE REMODEL. Contract No. 7080-1 DESIGNATION OF SUBCONTRACTOR(S) - AFFADAVIT State law requires the listing of all subcontractors who will perform work in an amount in excess of one- half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor represents that he/she is fully qualified to and will be responsible for performing that portion of the work. Substitution of subcontractors shall be made only in accordance with State law and/or the Standard S ecifications for Public Works Construction, as applicable. Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. The Bidder, by signing this designation, certifies that bids from the subcontractors as listed in the Bidder's electronic bid have been used in formulating the bid for the project and that these subcontractors will be used subject to the approval of the Engineer and in accordance with State taw. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. Bidders must also include ©IR registration numbers for each subcontractor. Optima RPM, Inc. Bidder 9 �edSignature/Tltle -Nice President Auth CitV of Newport Beach POLICE STATION GUN RANGE REMODEL Contract No. 7080-1 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form!!! Please print or type. Bidder's Name Optima RPM Inc. FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON-RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $120,000, provide the following information. No. 1 Project Name/Number CITY HALL LOBBY IMPROVEMENTS Project Description Renovation of City of West Hollywood Lobby Approximate Construction Dates: From Feb. 2018 Agency Name __ City of West Hollywood Contact Person Helen Collins To: March 2019 Telephone (321 848-5895 Original Contract Amount $� x'000 °°Final Contract Amount $ 886,052.17 If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No lin No. 2 Project Name/Number Irvine council chamber Project Description Renovation of City Hall Council Chamber for City of Irvine Approximate Construction Dates: From June 2018 Agency Name City of Irvine Contact Person Alex Salazar To November 2018 Telephone (949) 724-7408 Original Contract Amount =Final Contract Amount $ 1,000,798.71 If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. W No. 3 Project Name/Number City Hall Operation Facility at Irvine Renovation of the Police Department lobby, modification of counters in the Council Chambers, Community Development Space, and the Lobby counter of the 1st floor and the Corn Service/Public Works Department Project Description013 he floor Approximate Construction Dates: From Nov. 2017 Agency Name City Of Irvine Contact Person Alex Salazar To: March 2018 Telephone (949 724-7408 Original Contract Amount $ 87'980' anal Contract Amount $ 565,577.00 If final amount is different from original, please explain (change orders, extra work, etc.) Change orders Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. 11 No. 4 Project Name/Number Riverside School Adult School Project Description Interior remodel for council board room Approximate Construction Dates: From April 2019 Agency Name Riverside Unified School District Contact Person Nadia Zeien To: 1/1/2020 Telephone ( 951 788-7496 x84704 Original Contract Amount $9901000-Opinal Contract Amount $ 220 00f) no If final amount is different from original, please explain (change orders, extra work, etc.) NIA Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO No. 5 Project Name/Number Willow Campus Restaurant Renovation Project Description Renovations to existing restrooms Approximate Construction Dates: From March 2019 TO: Nov. 2019 Agency Name Hacienda La Puente Unified School District Contact Person Mark Hansbur Telephone 620 _543-0928 Original Contract Amount $1,240,000.�nal Contract Amount $ 527,000.00 If final amount is different from original, please explain (change orders, extra work, etc.) Deducted scope of work for $712,000.00 Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? if yes, briefly explain and indicate outcome of claims. NO 12 No. B Project Name/Number Community Center at Dana Point Project Description Renovation of Del Obispo community center Approximate Construction Dates: From year 2018 To: March 2418 Agency Name __ City of Dana Point Contact Person Mike Rosa Telephone ( 949) 36 -3914 -- Original Contract Amount $603,088-4inal Contract Amount $ 682,519.51 If final amount is different from original, please explain (change orders, extra work, etc.) Change Orders Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. me Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on-site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an appraisal of the Contractor's current financial conditions. Optima RPM, Inc. Bidder 13 f " " Vice President Authallized Signature/Title 7309 Caldus Ave (818) 606-7854 Lake Balboa CA 91406 carlosramon I @hve.coin Carlos Ramon Objective Accomplished supervisor and manager with 12+ years experience planning, developing, and implementing Process improvements and programs to maximize productivity, profitability, and quality assurance in the construction industry. Direct diverse teams to comply with regulatory guidelines and work place safety initiatives. Highlights • Team leadership -Data analysis • Problem resolution • Inventory control • Staff developmentftraining • Cost analysis • Project management • Strategic planning Education West Valley Vocational Center at Woodland Hills CA 212911 to Present High School Equivalent GED Journeyman union carpenter at Sylmar training center Instituto Francisco I. Madero in Veracruz Mexico 811994 - 9/1992 Professianal Experience EMPLOYER: OPTIMA Reengineering & Project Management LENGTI1: December 2012 — Present JOB TITLE: Project Superintendent DUTI ES: At my job, I am responsible for: Take off, fay outs, run day to day operations, organize manpower, schedule sub -contractors, write daily reports, RFI's, as -built, three week look ahead schedule, and work in the field. EMPLOYER: Rene Sanches Construction LENGTH: August 2011 — September 2011 JOB TITLE: Foreman, carpenter DUTIES: At my former job, I was responsible for: Take off, lay outs, run day to day operations, organize manpower, schedule sub -contractors, write daily reports, BFI's, as -built, three week look ahead schedule, and work in the field. EMPLOYER: EMAE International Inc, Santa Fe Springs, CA TEL 562-494-1468 LENGTH: May 2011- May 2000 JOB TITLE: Carpenter, Foreman, Superintendent DITTIES: At my former job, I was responsible for: Take off, lay outs, run day to day operations, organize manpower, schedule sub -contractors, write daily reports, RFI's, as -built, three week look ahead schedule, and work in the field. COMPLETED PROJECTS Auto Technology Center at Cerritos College (Project Superintendent) January 2011 to February 2009 Southland Cerritos Center Transportation and Technology At Cerritos College (Project Superintendent) March 2010 to February 2010 Escalona Elementary School Modernization in Norwalk CA (Project Superintendent) March 2009 to October 2007 Richman Park Renovation in Placentia CA (Project Superintendent) October 2007 to March 2007 Softball Field at Santa Ana College (Field supervisor) March 2007 to January 2007 Administration Building Renovation at Whittier High School (Project Superintendent) January 2007 to April 2006 La Serna High School Renovation project (Project Superintendent) April 2006 to July 2005 Frontier High School Modernization Project (Project Superintendent July 2005 to February 2002 Lake Mathew elementary School (Field Foreman) February 2002 to June 2001 Linwood elementary School (Carpenter) June 2001 to February 2001 Long Beach City Hall (Carpenter) February 2001 to September 2000 Wild Rose Elementary School (Carpenter) September 2000 to May 2000 Memberships UNION Carpenter Local 209 Languages English and Spanish Accreditaborts: CPR American Red Cross, First Aid Red Cross, OSHA 10, Powered Indoor Truck Operator — Indoor Lift Truck, Scaffold Erector. e tT71 ► - 'r_i- City of Newport Beach POLICE STATION GUN RANGE REMODEL Contract No. 7080-1 NON -COLLUSION AFFIDAVIT State of California ) )ss. County of Orange } Maykel Hanna being first duly sworn, deposes and says that he or she is Vice Presdient of Qptima RPM Inc; I the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that party making the foregoing bid; that the bid is not made in the interest of, or on behaff of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. I declare under penalty of perjury of the laws of the State of California that the foregoing is true and correct. Optima RPM, Inca ,- �". Viµ" _`Vice President Bidder Authori d Signaturefiitle Subscribed and sworn to (or affirmed) before me on this day of 2020 by proved to me on the basis of satisfactory evidence to be the person{s} who appeared before me. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. [SEAL] ME *See attached approved notarial format Notary Public My Commission Expires: CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE § 8202 Vsee Attached Document (Notary to cross out lines 1-6 below) Cl See Statement Below (Lines 1-6 to be completed only by document signer[s], not Notary) Signature of Document Signer No, r Signature of Document Signer No. 2 (if any) LA notary public or other officer completing this certificate verifies only the identity of the Individual who signed the cument to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document, State of California Subscribed and sworn to (or affirmed) before me County of Orange ELIZABETti I. RAV ==Z Notary Put}lic -California Orange County Commission = 2229218 my Comm. EXP; res rel, 21, 2022 on this 7th day of Janua 2020— by i] 20by Date Month Year (1) Ma kel Hanna (and (2) NIA } Name of Signe J Proved to me on the basis of satisfactory evidence to be tpe personV who appeared before me. Signature Seal �J Place (Votary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment Of this farm to an unintended document Description of Attached Document Title or Type of Document: Non -Collusion Affidavit Number of Rages: 1 Signer(s) Other Than Named Above: NIA Document Date: NIA 02014 National Notary Association • www.Nationa[Notary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5510 City of Newport Beach POLICE STATION GUN RANGE REMODEL Contract No. 7080-1 DESIGNATION OF SURETIES Bidder's name Optima RPM, Inc. Provide the names, addresses, and phone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds (list by insurance/bond type): Agent. Pinnacle Surety Insurance Services 151 Kalmus Drive, Suite A-201, Costa Mesa, CA 92626 Phone: 714-546-5900, Shawn Blume Surety: United Fire & Casualty Company P.D. Box 73949 Cedar Rapids, IA 52407 Phone: 319-399-5700, Gary Dill 15 City of Newport Beach POLICE STATION GUN RANGE REMODEL Contract No. 7080-1 ----------��+•• +.. ..+. •ll4 FLG:1FJ0 FA LFFc 5211"e as iequirea Tor cow mns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. 11A CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidder's Name tima RPM Inc. Record Last Five (5) Full Years Current Year of Record Current Record Record Record Record Record Year of for for for far for Record 2019 2018 2017 2016 2015 Total 2020 No. of contracts 0 25 20 14 13 25 97 Total dollar Amount of Contracts (in 0 7.61V! 6.8M 6M 7.5M 39.9M Thousands of $ 12M No. of fatalities 4 0 0 0 0 0 0 No. of lost Workday Cases 0 0 1 1 0 0 2 No. of lost workday cases involving permanent transfer to 0 0 0 0 0 0 0 another job or termination of employment -he informmfinn rani Firearl Fnr fkp ;s ;. 4. L_ _ ----------��+•• +.. ..+. •ll4 FLG:1FJ0 FA LFFc 5211"e as iequirea Tor cow mns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. 11A Legal Business Name of Bidder Optima RPM, Inc. Business Address: 97945 Sky Park Circle, Suite D, Irvine CA 92614 Business Tel. No.: 949.724.9399 Ext 292 State Contractor's License No. and Classification; 761714, A&B Title Vice President The above information was compiled from the records that are available to me at this time and I declare under penalty of perjury that the information is true and accurate within the limitations of those records. Signature of bidder .,_... Date 01/08/2020 Title Signature of bidder President, Treasurer Date 01 Title Vice President/ Secretary, RMO Signature of bidder Date Title Signature of bidder Date Title Signature Requirements: If bidder is an individual, name and signature of individual must be provided, if doing business under a fictitious name, the fictitious name must be set fort along with the County. If bidder is a partnership or joint venture, legal name of Partnership/joint venture must be provided, followed by signatures of all of the partners/joint ventures or if fewer than all of the partnersljoint ventures submit with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the car orate seal, or submit with evidence of authority to act on behalf of the corporation, All must be acknowledged before a Notary Public, who must certify that such individuals, partners/joint ventures, or officers were proven on the basis of satisfactory evidence to be the persons whose name are subscribed to and acknowledged that they executed the same in their authorized capacities. NOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHED 17 CAL11FORNIA 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 Janua 202 before me, Elizabeth !, Ramirez, Notary Public Date Here Insert Name and Title of the Officer personally appeared Niahamed Marnoun and hAa kei Hanna Name(s) of signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)�are subscribed to the within instrument and acknowledged to me tha same in , N91Wrltheir authorized capacity(ies), and that by'W1 6r/their signatures on the instrument they he person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. ELVASE7H i. RAMIR!Z Notary Public - CafiParnli ROra3ge CountyCommission k 2229216y Comm. Expires Feb 21, I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and dorrect. WiTNE i:UaL Signature Place Notary Seal Above 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: Con[rac€pr's industrial Safety Retard to Aocampany PrWosa: 11812020 Number of Pages: z Document Date: 9 Signer(a) Other Than Named Above: NIA Capacity(ies) Claimed by Signer(s) u8' •�gner's Name: Mohamw Mamoun HCl Corporate Officer --- Title(s): CEO ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: o tma RPM, nc. S ner's Name: Maykel Hanna VJ Corporate Officer — Title(s): Secretary ❑ Partner — ❑ Limited I I General ❑ Individual 11 Attorney in Fact ❑ Trustee CJ Guardian or Conservator ❑ Other: Signer Is Representing: oouma RAM, inc. L _ • � — y 02014 National Notary Association • uvww.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 City of Newport Beach POLICE STATION GUN RANGE REMODEL Contract No. 7080-1 ACKNOWLEDGEMENT OF ADDENDA Bidder's name Optima RPM, Inc. The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: Addendum No. Date Received Signature 2u 20- «- _- 3 I 12-V a --�— m City of New ort Beach POLICE STATION GUN RANGE REMODEL Contract No. 7080.1 INFORMATION REQUIRED OF BIDDER Bidder certifies under penalty of perjury under the laws of the State of California that the following information is true and correct: Name of individual Contractor, Company or Corporation: Corporation Business Address: 17945 Sky Park Circle, Suite D, Irvine CA 92614 Telephone and Fax Number: 949-724-1399 Ext. 242; Fax: 949-724-1851 California State Contractor's License No. and Class: 961714, A&B (REQUIRED AT TIME OF AWARD) Original Date Issued: 8/43/2919 Expiration Date: 06/30/2021 List the name and title/position of the person(s) who inspected for your firm the site of the work proposed in these contract documents: Maged Wadie, Procurement Director The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and company or corporate officers having a principal interest in this proposal: Name Title Address Telephone Mohamed Mamoun, President -Treasurer -Manager 17945 Sky Park Circle, Suite D, Irvine CA 92614 949-529-7948 Maykel Hanna, Vice President-Secretary-RMO 17945 Sky Park Circle, Suite D, Irvine CA 92614 949-529-7949 Corporation organized under the laws of the State of California Wel The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: NIA All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: NIA For all arbitrations, lawsuits, settlements or the like rain or out of court) you have been involved in with public agencies in the past five years (Attach additional Sheets if necessary) provide: Provide the names, addresses and telephone numbers of the parties; NIA Briefly summarize the parties' claims and defenses; NIA Have you ever had a contract terminated by the owner/agency? If so, explain, 0 Have you ever failed to complete a project? If so, explain. No For any projects you have been involved with in the last 5 years, did you have any claims or actions by any outside agency or individual for labor 9&U=bnce (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Ye ! No 20 Are any claims or actions unresolved or outstanding? Ye 1 No If yes to any of the above, explain. (Attach additional sheets, if necessary) Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non-responsive. Mohamed Mamoun (Print name of Owner or President of Cor��porationlCCoom—pany) Optima RPM, Inc. — -Vice President Bidder Author ed Signaturef itle Vice President Title 01/08/2020 Date On before me, Notary Public, personally appeared 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 helshelthey 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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. '<<t 4 i7k' l��lr�.7— !'t.� (SEAL) Notary Public in and for said State My Commission Expires: 21 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 9189 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 ❑range On Janua S, 21720 before me, Efizabeth I. Ramirez, Notary Public Date Here Insert Name and Title of the Cfficer personally appeared __ Mavkef Fianna of SignerX who proved to me on the basis of satisfactory evidence to be the personal) whose nameA is/ e subscribed to the within instrument and acknowledged to me that helskr�7 hls6TWtWjr authorized capac1ty0e%, and that b his{ /fir signature(gon the4C-� executethe the rso i or the entity upon behalf of which the personacted, executed the instrument. pesonA, ELIZABETH I. RAMIREZ NotaryPublic-California Orange County Commission H 2229216 My Com T. Expires FL 2l. 2022 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNET}f hand and.offic' I seal. Signature% 1 of Nary Public Place Nota►p Seal Above 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; Information Required of Bidder Number of Pages: a Document Date: 781x020 Sionerls] Other Than Na d A Iut W n +tehove: Capacity(ies) Claimed by Signer(s) S. 4gner's Name: Maykel IHanna Corporate Officer -- Title(s): Vice Prowdent RPartner — ❑ Limited ❑ General Cl Individual U Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: oplima RPM, Inc. Signer's Name: ❑ Corporate Officer -- Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee Cl Guardian or Conservator ❑ Other: Signer Is Representing; 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US !VOTARY (1-800-876-5827) Item #5907 C_ ity of Newport Beach POLICE STATION GUN RANGE REMODEL Contract No. 7080-1 NOTICE TO SUCCESSFUL BIDDER The following Contract Documents shall be executed and delivered to the Engineer within ten (10) days (not including Saturday, Sunday and Federal holidays) after the date shown on the "Notification of Award" to the successful bidder: ■ CONTRACT WITH REQUIRED INSURANCE CERTIFICATES AND ENDORSEMENTS ■ LABOR AND MATERIALS PAYMENT BOND • FAITHFUL PERFORMANCE BOND The City of Newport Beach will not permit a substitute format for these Contract Documents. Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of bid. Original Certificate(s) of Insurance, General Liability Insurance Endorsement, and Automobile Liability Insurance Endorsement shall be provided as required by the Contract documents and delivered to the Public Works Department within ten (10) working days after the date shown on the Notification of Award to the successful bidder. The Labor and Materials Payment Bond and Faithful Performance Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. Pursuant to Public Contract Code Section 22300, appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. insurance companies affording coverage shall be (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) assigned Policyholders' Rating A (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Pro eat -Casualt . Coverages shall be provided as specified in the Standard S oecifications for Public Works Construction, except as modified by the Special Provisions. Certificates of Insurance and additional insured endorsements shall be on the insurance company's forms, fully executed and delivered with the Contract, The Notice to Proceed will not be issued until all contract documents have been received and approved by the City. 22 POLICE DEPARTMENT GUN RANGE REMODEL CONTRACT NO. 7080-1 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 25th day of February, 2020 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and OPTIMA RPM, INC., a California corporation ("Contractor"), whose address is 17945 Sky Park Circle, Suite D, Irvine, CA 92614, and is made with reference to the following: RECITALS A. City is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City. B. City has advertised for bids for the following described public work: The work necessary for the completion of this contract comprises of general construction of a gun range and associated spaces; obtaining City building permits; passing background checks for all workers entering the Police Station; removing and disposing of the existing improvements; constructing improvements; and completing other incidental items in place as required by the Contract Documents at the Newport Beach Police Department located at 870 Santa Barbara Drive, Newport Beach, CA 92660 (the "Project" or "Work"). C. Contractor has been determined by City to be the lowest responsible bidder and Contractor's bid, and the compensation set forth in this Contract, is based upon Contractor's careful examination of all Contract documents, plans and specifications. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. CONTRACT DOCUMENTS The complete Contract for the Project includes all of the following documents: Notice Inviting Bids, Instructions to Bidders, Proposal, Bidder's Bond, Non -Collusion Affidavit, Notice to Successful Bidder, Labor and Materials Payment Bond (Exhibit A), Faithful Performance Bond (Exhibit B), Permits, Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. 7080-1, Standard Specifications for Public Works Construction (current adopted edition and all supplements), and this Contract, and all modifications and amendments thereto (collectively the "Contract Documents"), all of which are incorporated herein by reference. The Contract Documents comprise the sole agreement between the parties as to the subject matter therein. Any representations or agreements not specifically contained in the Contract Documents are null and void. Any amendments must be made in writing, and signed by both parties in the manner specified in the Contract Documents. 2. SCOPE OF WORK Contractor shall perform everything required to be performed, and shall provide and furnish all the labor, materials, necessary tools, expendable equipment and all utility and transportation services required for the Project. All of the Work to be performed and materials to be furnished shall be in strict accordance with the provisions of the Contract Documents. Contractor is required to perform all activities, at no extra cost to City, which are reasonably inferable from the Contract Documents as being necessary to produce the intended results. 3. COMPENSATION 3.1 As full compensation for the performance and completion of the Project as required by the Contract Documents, City shall pay to Contractor and Contractor accepts as full payment the sum of Six Hundred Ninety One Thousand Dollars ($691,000.00). 3.2 This compensation includes: 3.2.1 Any loss or damage arising from the nature of the Work; 3.2.2 Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the Work; and 3.2.3 Any expense incurred as a result of any suspension or discontinuance of the Work, but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, including tsunamis, and which loss or expense occurs prior to acceptance of the Work by City. 4. PROJECT MANAGER Contractor shall designate a Project Manager, who shall coordinate all phases of the Project. This Project Manager shall be available to City at all reasonable times during the term of the Contract. Contractor has designated Maykel Hanna to be its Project Manager. Contractor shall not remove or reassign the Project Manager without the prior written consent of City. City's approval shall not be unreasonably withheld. 5. ADMINISTRATION This Contract shall be administered by the Public Works Department. City's Public Works Director, or designee, shall be the Project Administrator and shall have the authority to act for City under this Contract. The Project Administrator or designee shall represent City in all matters pertaining to the Work to be rendered pursuant to this Contract. 6. NOTICE OF CLAIMS 6.1 Unless a shorter time is specified elsewhere in this Contract, before making its final request for payment under the Contract Documents, Contractor shall submit to City, in writing, all claims for compensation under or arising out of this Contract. Optima RPM, Inc. Page 2 Contractor's acceptance of the final payment shall constitute a waiver of all claims for compensation under or arising out of this Contract except those previously made in writing and identified by Contractor in writing as unsettled at the time of its final request for payment. The Contractor and City expressly agree that in addition to all claims filing requirements set forth in the Contract and Contract Documents, Contractor shall be required to file any claim Contractor may have against City in strict conformance with the Government Claims Act (Government Code 900 et seq.). 6.2 To the extent that Contractor's claim is a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, the Parties agree to follow the dispute resolution process set forth therein. Any part of such "Claim" remaining in dispute after completion of the dispute resolution process provided for in Public Contract Code section 9204 or any successor statute thereto shall be subject to the Government Claims Act requirements requiring Contractor to file a claim in strict conformance with the Government Claims Act. To the extent that Contractor's claim is not a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, Contractor shall be required to file such claim with the City in strict conformance with the Government Claims Act (Government Code sections 900 et seq.). 7. WRITTEN NOTICE 7.1 All notices, demands, requests or approvals, including any change in mailing address, to be given under the terms of this Contract shall be given in writing, and conclusively shall be deemed served when delivered personally, or on the third business day after the deposit thereof in the United States mail, postage prepaid, first-class mail, addressed as hereinafter provided. 7.2 All notices, demands, requests or approvals from Contractor to City shall be addressed to City at: Attention: Public Works Director City of Newport Beach Public Works Department 100 Civic Center Drive P.O. Box 1768 Newport Beach, CA 92658 7.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attention: Maykel Hanna Optima RPM, Inc. 17945 Sky Park Circle, Suite D Irvine, CA 92614 Optima RPM, Inc. Page 3 8. INDEPENDENT CONTRACTOR City has retained Contractor as an independent contractor and neither Contractor nor its employees are to be considered employees of City. The manner and means of conducting the Work are under the control of Contractor, except to the extent they are limited by statute, rule or regulation and the express terms of this Contract. No civil service status or other right of employment shall accrue to Contractor or its employees. Contractor shall have the responsibility for and control over the means of performing the Work, provided that Contractor is in compliance with the terms of this Contract. Anything in this Contract that may appear to give City the right to direct Contractor as to the details of the performance or to exercise a measure of control over Contractor shall mean only that Contractor shall follow the desires of City with respect to the results of the Work. 9. BONDING 9.1 Contractor shall obtain, provide and maintain at its own expense during the term of this Contract both of the following: (1) a Faithful Performance Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract in the form attached as Exhibit B and incorporated herein by reference; and (2) a Labor and Materials Payment Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract and in the form attached as Exhibit A and incorporated herein by reference. 9.2 The Faithful Performance Bond and Labor and Materials Payment Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570, and (3) assigned a Policyholders' Rating A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property - Casualty. 9.3 Contractor shall deliver, concurrently with execution of this Contract, the Faithful Performance Bond and Labor and Materials Payment Bond, and a certified copy of the "Certificate of Authority" of the Insurer or Surety issued by the Insurance Commissioner, which authorizes the Insurer or Surety to transact surety insurance in the State of California. 10. COOPERATION Contractor agrees to work closely and cooperate fully with City's designated Project Administrator and any other agencies that may have jurisdiction or interest in the Work to be performed. City agrees to cooperate with the Contractor on the Project. 11. PROGRESS Contractor is responsible for keeping the Project Administrator informed on a regular basis regarding the status and progress of the Project, activities performed and planned, and any meetings that have been scheduled or are desired. Optima RPM, Inc. Page 4 12. INSURANCE Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract or for other periods as specified in the Contract Documents, policies of insurance of the type, amounts, terms and conditions described in the Insurance Requirements attached hereto as Exhibit C, and incorporated herein by reference. 13. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS Except as specifically authorized under this Contract, the services to be provided under this Contract shall not be assigned, transferred contracted or subcontracted out without the prior written approval of City. Any of the following shall be construed as an assignment: The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor, or of the interest of any general partner or joint venturer or syndicate member or cotenant if Contractor is a partnership or joint -venture or syndicate or co -tenancy, which shall result in changing the control of Contractor. Control means fifty percent (50%) or more of the voting power or twenty-five percent (25%) or more of the assets of the corporation, partnership or joint -venture. 14. PREVAILING WAGES In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 15. SUBCONTRACTING The subcontractors authorized by City, if any, to perform the Work on this Project are identified in the Contractor's Proposal and are attached as part of the Contract Documents. Contractor shall be fully responsible to City for all acts and omissions of any subcontractors. Nothing in this Contract shall create any contractual relationship between City and subcontractor, nor shall it create any obligation on the part of City to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise required by law. City is an intended beneficiary of any Work performed by the subcontractor for purposes of establishing a duty of care between the subcontractor and City. Except as specifically authorized herein, the Work to be performed under this Contract shall not be otherwise assigned, transferred, contracted or subcontracted out without the prior written approval of City Optima RPM, Inc. Page 5 16. RESPONSIBILITY FOR DAMAGES OR INJURY 16.1 City and its elected or appointed officers, agents, officials, employees and volunteers shall not be responsible in any manner for any loss or damage to any of the materials or other things used or employed in performing the Project or for injury to or death of any person as a result of Contractor's performance of the Work required hereunder, or for damage to property from any cause arising from the performance of the Project by Contractor, or its subcontractors, or its workers, or anyone employed by either of them. 16.2 Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person or damage to property resulting from defects, obstructions or from any cause arising from Contractor's Work on the Project, or the Work of any subcontractor or supplier selected by Contractor. 16.3 To the fullest extent permitted by law, Contractor shall indemnify, defend and hold harmless City, its elected or appointed officers, agents, officials, employees and volunteers (collectively, the "Indemnified Parties") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorneys' fees, disbursements and court costs) of every kind and nature whatsoever (individually, a Claim; collectively, "Claims"), which may arise from or in any manner relate (directly or indirectly) to any breach of the terms and conditions of this Contract, any Work performed or Services provided under this Contract including, without limitation, defects in workmanship or materials or Contractor's presence or activities conducted on the Project (including the negligent, reckless, and/or willful acts, errors and/or omissions of Contractor, its principals, officers, agents, employees, vendors, suppliers, subconsultants, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable for any or all of them). 16.4 Notwithstanding the foregoing, nothing herein shall be construed to require Contractor to indemnify the Indemnified Parties from any Claim arising from the sole negligence or willful misconduct of the Indemnified Parties. Nothing in this indemnity shall be construed as authorizing any award of attorneys' fees in any action on or to enforce the terms of this Contract. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. 16.5 Contractor shall perform all Work in a manner to minimize public inconvenience and possible hazard, to restore other work areas to their original condition and former usefulness as soon as possible, and to protect public and private property. Contractor shall be liable for any private or public property damaged during the performance of the Project Work. 16.6 To the extent authorized by law, as much of the money due Contractor under and by virtue of the Contract as shall be considered necessary by City may be Optima RPM, Inc. Page 6 retained by it until disposition has been made of such suits or claims for damages as aforesaid. 16.7 Nothing in this Section or any other portion of the Contract Documents shall be construed as authorizing any award of attorneys' fees in any action to enforce the terms of this Contract, except to the extent provided for above. 16.8 The rights and obligations set forth in this Section shall survive the termination of this Contract. 17. CHANGE ORDERS 17.1 This Contract may be amended or modified only by mutual written agreement of the parties. 17.2 The Contractor shall only commence work covered by a change order after the change order is executed and notification to proceed has been provided by the City. 17.3 There shall be no change in the Contractor's members of the project team, as listed in the approved proposal, which is a part of this contract without prior written approval by the City. 18. CONFLICTS OF INTEREST 18.1 Contractor or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the "Act") and/or Government Code §§ 1090 et seg., which (1) require such persons to disclose any financial interest that may foreseeably be materially affected by the Work performed under this Contract, and (2) prohibit such persons from making, or participating in making, decisions that will foreseeably financially affect such interest. 18.2 If subject to the Act and/or Government Code §§ 1090 et secl., Contractor shall conform to all requirements therein. Failure to do so constitutes a material breach and is grounds for immediate termination of this Contract by City. Contractor shall indemnify and hold harmless City for any and all claims for damages resulting from Contractor's violation of this Section. 19. TERMINATION 19.1 In the event that either party fails or refuses to perform any of the provisions of this Contract at the time and in the manner required, that party shall be deemed in default in the performance of this Contract. If such default is not cured within a period of two (2) calendar days, or if more than two (2) calendar days are reasonably required to cure the default and the defaulting party fails to give adequate assurance of due performance within two (2) calendar days after receipt of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the non -defaulting party may terminate the Contract forthwith by giving to the defaulting party written notice thereof. Optima RPM, Inc. Page 7 19.2 Notwithstanding the above provisions, City shall have the right, at its sole discretion and without cause, of terminating this Contract at any time by giving seven (7) calendar days' prior written notice to Contractor. In the event of termination under this Section, City shall pay Contractor for Services satisfactorily performed and costs incurred up to the effective date of termination for which Contractor has not been previously paid. On the effective date of termination, Contractor shall deliver to City all materials purchased in performance of this Contract. 20. STANDARD PROVISIONS 20.1 Recitals. City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. 20.2 Compliance with all Laws. Contractor shall at its own cost and expense comply with all statutes, ordinances, regulations and requirements of all governmental entities, including federal, state, county or municipal, whether now in force or hereinafter enacted. In addition, all Work prepared by Contractor shall conform to applicable City, county, state and federal laws, rules, regulations and permit requirements and be subject to approval of the Project Administrator. 20.3 Integrated Contract. This Contract represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions herein. 20.4 Conflicts or Inconsistencies. inconsistencies between this Contract and terms of this Contract shall govern. In the event there are any conflicts or any other attachments attached hereto, the 20.5 Interpretation. The terms of this Contract shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of the Contract or any other rule of construction which might otherwise apply. 20.6 Amendments. This Contract may be modified or amended only by a written document executed by both Contractor and City and approved as to form by the City Attorney. 20.7 Severability. If any term or portion of this Contract is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Contract shall continue in full force and effect. 20.8 Controlling Law and Venue. The laws of the State of California shall govern this Contract and all matters relating to it and any action brought relating to this Contract shall be adjudicated in a court of competent jurisdiction in the County of Orange, State of California. Optima RPM, Inc. Page 8 20.9 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, sex, sexual orientation, age or any other impermissible basis under law. 20.10 No Attorney's Fees. In the event of any dispute or legal action arising under this contract, the prevailing party shall not be entitled to attorneys' fees. 20.11 Counterparts. This Contract may be executed in two (2) or more counterparts, each of which shall be deemed an original and all of which together shall constitute one (1) and the same instrument. 21. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Contract and all other Contract Documents by Contractor is a representation that Contractor has visited the Project site, has become familiar with the local conditions under which the Work is to be performed, and has correlated all relevant observations with the requirements of the Contract Documents. 22. WAIVER A waiver by City or any term, covenant, or condition in the Contract Documents shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition. 23. RECITALS City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. [SIGNATURES ON NEXT PAGE] Optima RPM, Inc. Page 9 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 3 & /Zc, Zo ror'.Aaron C. Harp City Attorney o1 ATTEST: Date: 3 aq. k(p w By. �g�— C `' Leilani I. Brown City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date: 3/zS�Zo Lo By: 0,4 CC�, Will O'Neill Mayor CONTRACTOR: OPTIMA RPM, INC., a California corporation Date: By: Signed in Counterpart Mohamed Mamoun Chief Executive Officer Date: By: Signed in Counterpart Maykel Hanna Secretary [END OF SIGNATURES] Attachments: Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements Optima RPM, Inc. Page 10 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 3Z Ao Zo CITY OF NEWPORT BEACH, a California municipal corporation Date: By: a,,- By: For : Aaron C. Harp Will O'Neill City Attorney Mayor ATTEST: Date: In Leilani I. Brown City Clerk CONTRACTOR: OPTIMA RPM, INC., a California corporation Date: March 10, 2020 Mohamed Mamoun - Chief Executive Officer Date: March 10, 2020 Maykel H nna Secretary [END OF SIGNATURES] Attachments: Exhibit A — Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements Optima RPM, Inc. Page 10 Premium listed on Performance Bond EXHIBIT A Executed in Duplicate CITY OF NEWPORT BEACH BOND NO. 54203487 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to Optima RPM, Inc. hereinafter designated as the "Principal," a contract for: The work necessary for the completion of this contract comprises of general construction of a gun range and associated spaces; obtaining City building permits; passing background checks for all workers entering the Police Station; removing and disposing of the existing improvements; constructing improvements; and completing other incidental items in place as required by the Contract Documents at the Newport Beach Police Department located at 870 Santa Barbara Drive, Newport Beach, CA 92660, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the Work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, We the undersigned Principal, and, United Fire & Casualty Company duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of Six Hundred Ninety One Thousand Dollars {$691,000.00} lawful money of the United States of America, said sum being equal to 100% of the estimated amount payable by the City of Newport Beach under the terms of the Contract; 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 present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the Principal's subcontractors, fail to pay for any materials, provisions, or other supplies, implements or machinery used in, upon, for, or about the performance of the Work contracted to be done, or for any other work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety will pay for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required by the provisions of Section 9554 of the Civil Code of the State of California. Optima RPM, Inc. Page A-1 The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this Bond, as required by and in accordance with the provisions of Sections 9500 et seq. of the Civil Code of the State of California. And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the Contract or to the Work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its _ obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 5th day of March 2020-. Optima RPM, Inc. Name of Contractor (Principal) Autho ized Signature/Title United Fire & Casualty Company Name of Surety re P.O. Box 73909, Cedar Rapids, IA 52407-3909 Address of Surety 319-399-5700 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 2-d 2 0 By: aron C. Harp City Attorney Yun@(T. Mullick, Attorney Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Optima RPM, Inc. Page A-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE Fary public or other officer completing this certificate verifies only the identity of the individual who signed the ment to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange ) On March 9, 2020 before me, Elizabeth I. Ramirez, Notary Public Date personally appeared Mamoun Here Insert Name and Title of the Officer of who proved to me on the basis of satisfactory evidence to be the perrgon whose nameor !S604subscribed to the within Instrument and acknowledged to me that he �t� executed the same in his/ authorized capacity(ieCand that by hisMeOl it signature(epon the instrument the persog(sj orthe entity upon behalf of which the persorWacted, executed the instrument. ------------- ELIZABETH I. RAMIREZ Notary Public - California Orange County Commission a 2229216 My Comm. Expires Feb 21, 2022 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and Correct. WITNESS my hand and r ial seal. r -tea �%'" of Ngtbw Public Place Notary Seal Above 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: Labor & Materials Payment Bond Document Date: 3/5/2020 Number of Pages: 2 Signer(s) Other Than Named Above: NIA Capacity(las' Claimed by Signers) S,i�Jner's Name: Mohamed Mamoun Corporate Officer — Title(s): eresident ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney In Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: optima RPM Inc. Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney In Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: ACKNOWLEDGMENT 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 )SS. On , 20 before me, , Notary Public, personally appeared , 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY 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 (seal) ACKNOWLEDGMENT 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 I ss. On .20 before me, Notary Public, personally appeared 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY 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 (seal) Optima RPM, Inc. Page A-3 --- CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 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 March 5, 2020 before me, Irene Luong Notary Public, Date Insert Name of Notary exactly as it appears on the official seal personally appeared Yung T. Mullick Names) 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. IRENE LUONG r 3_,rw NotaryPublic- California Orange County I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing pa is true Commission = 2207169 My Comm. Expires Jul 27, 2021 and correct. Witness my hand and o i ' I. Signature Place Notary Seal Above S,gnatbre of N ry Public Ir e L g OPTIONAL Though the information below is not required by law, it may prove valuablj,to persons relying on the document and could prevent fraudulent removal and reattachment of the form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner ❑ Limited ❑ General ❑ Partner ❑ Limited ❑ General ❑ Attorney in Fact ❑ Attorney in Fact M. ❑ Trustee • ❑ Trustee • ❑ Guardian or Conservator Top of thumb here ❑ Guardian or Conservator Top of thumb here ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: UNITED FIRE & CASUALTY COMPANY, CEDAR RAPIDS, IA Inquiries: Surety Department ufg UNITED FIRE & INDEMNITY COMPANY, WEBSTER, TX 118 Second Ave SE FINANCIAL PACIFIC INSURANCE COMPANY, ROCKLIN, CA Cedar Rapids, IA 52401 INSURANCE CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company — See Certification) KNOW ALL PERSONS BY THESE PRESENTS, That United Fre & Casualty Company, a corporation duly organized and existing under the laws of the State of Iowa; United Fire & Indemnity Company, a corporation duly organized and existing under the laws of the State of Texas; and Financial Pacific Insurance Company, a corporation duly organized and existing under the laws of the State of California (herein collectively called the Companies), and having thea corporate headquarters in Cedar Rapids, State of Iowa, does make, constitute and appoint JAMES W. MOILANEN, YUNG T. MULLICK, P. AUSTIN NEFF, EACH INDIVIDUALLY their true and lawful Attorney(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $15,000,000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney, pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted shall expire the4t h day of September, 2020 unless sooner revoked by United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted on May 15, 2013, by the Boards of Directors of United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. "Article V1 - Surety Bonds and Undertakings" Section 2, Appointment of Attomey-in-Fact. "The President or any Vice President, or any other officer of the Companies may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Companies in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any power of anomey or special power of attorney or certification of either authorized hereby, such signature and seal, when so used, being adopted by the Companies as the original signature of such officer and the original seal of the Companies, to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attomeys-in-fact, subject to the Imitations set of forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal the Companies thereto. The President or any Vice President, the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously gi_ten to any anomey-in-fact. IN WITNESS WHEREOF, the COMPANIES have each caused these presents to be signed by its •,•."<iv,a, • •�pO""ff"'; E(cs q":.., vice resident and its corporate seal to be hereto affixed this yap '" y P rPo 4th day of September, 2018 -t (Y,RPORgrE t' � 'F CORPoR.eIE 'xl_ ;U. a eLYzt'��:.$`- UNITED FIRE & CASUALTY COMPANY SIAL ,_ S...955 .'zS UNITED FIRE& INDEMNITY COMPANY %���4 �`� 'sE• e ''�SIFOA`r' Tsr FINANCIAL PACIFIC INSURANCE COMPANY '�ubn° ,t�aP`• •• • ,�piiniinn0o5•� • ,nnim /y-�� By State of Iowa, County of Lim, ss: Vice President On 4th day of September 2018, before me personallycame Dennis J. Richmann to me known, who being by me duly sworn, did depose and say; that he resides in Cedar Rapids, State of Iowa; that he is a Vice President of United Fire & Casualty Company, a Vice President of United Fre & Indemnity Company, and a Vice President of Financial Pacific Insurance Company the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. Judith A. Jones Iowa Notarial Seal commission number 173041 Notary Public My commission Expires 4/23/2021 Notary commission expires: 4232021 I, Mary A. Bertsch, Assistant Secretary of United Fire & Casualty Company and Assistant Secretary of United Fre & Indemnity Company, and Assistant Secretary of Financial Pacific Insurance Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. In testimon7tivhereof I have her�ltr�o subscr�r_bed my name and affixed tie corporate seal of the said Corporations this !I W * day of N�dC (GU` , 20'L O. •••aUlf�l!, .J Ptl,oNiUuurpip, aFaF\G 11NSUq�•o" h- " .`........ � 9e c°� ac•fir: ;Ve.`OPPO/f�t;lCT•y- F CDRroGiE Fjp �� CORPoRArE Z- _<.� tt, :0= SULY �� y,,�, � _ `a: BY: `�r 14 c6'� Assistant Secretary, Secretary, SEAL - SEAL e'. f90fi %, '" o °• .... %•....... OF&C & OF&I & FPIC BPOA0045 122017 This paper has a colored background and void pantograph. PREMIUM IS SUBJECT TO CHANGE BASED ON THE FINAL CONTRACT AMOUNT Premium listed on Performance Bond Executed in Duplicate EXHIBIT B CITY OF NEWPORT BEACH BOND NO. 54203487 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ 7,808.00 , being at the rate of $ First $100,000 then $18.75 per thousand thousand of the Contract price. Next $400,000 then $11.25 per thousand, Next $2,000,000 then $7.50 per thousand WHEREAS, the City of Newport Beach, State of California, has awarded to Optima RPM, Inc. hereinafter designated as the "Principal," a contract for: The work necessary for the completion of this contract comprises of general construction of a gun range and associated spaces; obtaining City building permits; passing background checks for all workers entering the Police Station; removing and disposing of the existing improvements; constructing improvements; and completing other incidental items in place as required by the Contract Documents at the Newport Beach Police Department located at 870 Santa Barbara Drive, Newport Beach, CA 92660, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and United Fire & Casualty Company , duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of Six Hundred Ninety One Thousand Dollars ($691,000.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, its successors, and assigns; 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 present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and well and truly keep and perform any or all the Work, covenants, conditions, and agreements in the Contract Documents and any alteration thereof made as therein provided on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to its true intent and meaning, or fails to indemnify, defend, and save harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the Optima RPM, Inc. Page B-1 event City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. Surety, for value received, stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by City. In the event that the Principal executed this bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 5th day of March ,20 20. Optima RPM, Inc. Name of Contractor (Principal) United Fire & Casualty Company Name of Surety P.O. Box 73909, Cedar Rapids, IA 52407-3909 Address of Surety 319-399-5700 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: Y/ I / 2 02 -7 By. Q^� C , Aaron C. Harp City Attorney S Auth rized Signature/Title Yung T. Mullick, Attorney -in -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Optima RPM, Inc. Page B-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT .. 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 March 9, 2020 before me, Elizabeth I. Ramirez, Notary Public Date personally appeared Here Insert Name and Title of the Officer of who proved to me on the basis of satisfactory evidence to be the per ono whose nameA isle subscribed to the within Instrument and acknowledged to me that he/ BALK executed the samh in lliwr/jwrr authorized capacltoesj, and that by hIgMef/jheir'signatureXon the instrument the personjaJ, or the entity upon behalf of which the persornA acted, executed the instrument. ELIZABETH I. RAMIREZ Notary Public - California ¢ Orange County Commission. 7214216 My Comm. Expires Feb 2f, 2g21 I certify under PENALTY 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 Signature of Notary Public M Place Notary Seal Above 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: Labor & Materials Payment Bond Number of Pages: 2 Signer(s) Other Than Named Capacity(les) Claimed by Signer(s) Signer's Name: MohamedMamoun It Corporate Officer — Title(s): President ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: optima RPM Inc _ Document Date: Above: N/A 3/5/2020 Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: o F .\ \. :rF • :FF F ACKNOWLEDGMENT 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 )SS. On , 20 before me, , Notary Public, personally appeared , 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument_ I certify under PENALTY 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 (seal) ACKNOWLEDGMENT 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 )SS. On , 20 before me, , Notary Public, personally appeared , 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY 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 (seal) Optima IPM, Inc. Page B-3 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 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 March 5, 2020 before me, Irene Luong Notary Public, Date Insert Name of Notary exactly as it appears on the official seal personally appeared Yung T. Mullick Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) istare 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. lUONG QIRENE Notary Public - California I certify under PENALTY OF PERJURY under the laws of Orange County the State of California that the foregoing pa ph is true Commission: 2207169 and correct. My Comm. Expires Jul 27, 2021 Witness my hand and o I I al. Signature Place Notary Seal Above Signal c of No a P is Ir ne ng OPTIONAL Though the information below is not required by law it mayprove valuable to persons relying on the document and could prevent fraudulent removal anti reattachment of the form to another 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: ❑ Individual ❑ Individual ❑ Corporate Officer —Title(s): ❑ Corporate Officer —Title(s): ❑ Partner El Limited El General ❑ Partner ❑Limited ❑General ❑ Attorney in Fact ❑ Attorney in Fact ❑ Trustee • ❑ Trustee • ❑ Guardian or Conservator Top of thumb here ❑ Guardian or Conservator Top of thumb here ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: m UNITED FIRE & CASUALTY COMPANY, CEDAR RAPIDS, IA Inquiries: Surety' Department UNITED FIRE & INDEMNITY COMPANY, WEBSTER, TX 118 Second Ave SE FINANCIAL PACIFIC INSURANCE' COMPANY, ROCKLIN, CA Cedar Rapids, L4 52401 INSUI CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company — See Certification) KNOW ALL PERSONS BY THESE PRESENTS, That United Fre & Casualty Company, a corporation duly organized and existing under the laws of the State of Iowa; United Fire & Indemnity Company, a corporation duly organized and existing under the laws of die State of Texas; and Financial Pacific Insurance Company, a corporation duly organized and existing under the laws of the State of California (herein collectively; called the Companies), and having their corporate headquarters in Cedar Rapids, State of Iowa, does make, constitute and appoint JAMES W. MOILANEN, YUNG T. MULLICK, P. AUSTIN NEFF, EACH INDIVIDUALLY their true and lawful Attomey(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $15, 000, 000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duty authorized officers of the Companies and all of the acts of said Attorney, pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted shall expire the4th day of September, 2020 unless sooner revoked by United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted on May 15, 2013, by the Boards of Directors of United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. "Article VI — Surety Bonds and Undertakings" Section 2, Appointment of Attomey-in-Fact. "The President or any Vice President, or coy other officer of the Companies may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Companies in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any power of attomey or special power of attomey or certification of either authorized hereby; such signature and seal, when so used, being adopted by the Companies as the original signature of such officer and the original seal of the Companies, to be Falid and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys -in -fact, subject to the limitations set of forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal the Companies thereto. The President or any Vice President, the Board of Directors or any other officer of the Companies may at any time revoke all power and authority preciously given to any attomey-m-fact. �•,4� mw,•,,,t,,,, IN WITNESS WHEREOF, the COMPANIES have each caused these presents to be signed by its •,x°Wp bi rNBvo�;%, vice president and its corporate seal to be hereto affixed this 4th day of Sept ember , 2018 aG 14:.pp�.•.. bcb- xs t �8PO6Are -�4rulTY e�:o` UNITED FIRE & CASUALTY COMPANY SEAL `= - sur= r }. rrr• l.;g' UNITED FIRE & INDEMNITY COMPANY FINANCIAL PACIFIC INSURANCE COMPANY 'rano �a• °n uinnimoo n��nm � �/ State of Iowa, County of Linn, ss: (!Vice President On 4th day of September, 2018, before me personally came DennisJ. Richmann to me known, who being by me duty sworn, did depose and say; that he resides in Cedar Rapids, State of Iowa; that he is a Vice President of United Fre & Casualty Company, a Vice President of United Fire & Indemnity Company, and a Vice President of Financial Pacific Insurance Company the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. M ria Judith A. Jones Iowa Notarialumber 1 n Commission number 3041 Notary Public AF"' WA My commission Expires a232027 My commission expires: 4/232021 I, Mary A. Bertsch, Assistant Secretary of United Fre & Casualty Company and Assistant Secretary of United Fire & Indemnity Company, and Assistant Secretary of Financial Pacific Insurance Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. In test morifywhereof I have h�rerlo subscribed my name and affixed the corporate seal of the said Corporations this S7' day of %�l/U Tut 20�i ` pm 'n„(/4, ,• 4 -Wp o`%C NSUA,,,". `` wr `FF , 00 s`NO yr �i, 1O 9 5 �� COaI'ORAIE y� ?W CORPORATE t%=<�21uLy p B,,y,,e� SEAL ''i' '•. ,,'�%/�6,ER ''''',,,,,nnun,n`no• ASSISIanI Secretary, :I�,yAP,{,S`T`C\,` / uun,rrr T£'��\"`O ,0` /aunimt° OF&C & OF&I & FPIC BPOA0045 122017 This paper has a colored background and void pantograph. EXHIBIT C INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION 1. Provision of Insurance. Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract, policies of insurance of the type and amounts described below and in a form satisfactory to City. Contractor agrees to provide insurance in accordance with requirements set forth here. If Contractor uses existing coverage to comply and that coverage does not meet these requirements, Contractor agrees to amend, supplement or endorse the existing coverage. 2. Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the City's Risk Manager. 3. Coverage Requirements. A. Workers' Compensation Insurance. Contractor shall maintain Workers' Compensation Insurance providing statutory benefits and Employer's Liability Insurance with limits of at least one million dollars ($1,000,000) each employee for bodily injury by accident and each employee for bodily injury by disease in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, Contractor shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with California law for all of the subcontractor's employees. The insurer issuing the Workers' Compensation insurance shall amend its policy by endorsement to waive all rights of subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers.. Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its elected or appointed officers, agents, officials, employees and volunteers. B. General Liability Insurance. Contractor shall maintain commercial general liability insurance, and if necessary umbrella liability insurance, with coverage at least as broad as provided by Insurance Services Office form CG 00 01, in an amount not less than one million dollars ($1,000,000) per occurrence, two million dollars ($2,000,000) general aggregate and two million dollars ($2,000,000) completed operations aggregate. The policy shall cover liability arising from premises, operations, products -completed operations, personal and advertising injury, and liability assumed under an Optima RPM, Inc. Page C-1 insured contract (including the tort liability of another assumed in a business contract). C. Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of Contractor arising out of or in connection with Work to be performed under this Contract, including coverage for any owned, hired, non -owned or rented vehicles, in an amount not less than one million dollars ($1,000,000) combined single limit for each accident. D. Builder's Risk Insurance. Contractor shall maintain Builders Risk insurance or an installation floater as directed by City, covering damages to the Work for "all risk" or special causes of loss form with limits equal to 100% of the completed value of the Contract, with coverage to continue until final acceptance of the Work by City. At the discretion of City, the requirement for such coverage may include additional protection for Earthquake and/or Flood. City shall be included as an insured on such policy, and Contractor shall provide City with a copy of the policy. E. Pollution Liability Insurance. Contractor shall maintain a policy providing contractor's pollution liability ("CPL") coverage with a total limit of liability of no less than $2,000,000 per loss and $4,000,000 in the aggregate per policy period. Claims -made policies require a 10 -year extended reporting period. The CPL policy shall include coverage for cleanup costs, third -party bodily injury and property damage, including loss of use of damaged property or of property that has not been physically injured or destroyed, resulting from pollution conditions caused by contracting operations. Coverage as required in this paragraph shall apply to sudden and non -sudden pollution conditions resulting from the escape or release of smoke, vapors, fumes, acids, alkalis, toxic chemicals, liquids, or gases, waste materials, or other irritants, contaminants, or pollutants. The CPL shall also provide coverage for transportation and off -Site disposal of materials. The policy shall not contain any provision or exclusion (including any so-called "insured versus insured" exclusion or "cross -liability" exclusion) the effect of which would be to prevent, bar, or otherwise preclude any insured or additional insured under the policy from making a claim which would otherwise be covered by such policy on the grounds that the claim is brought by an insured or additional insured against an insured or additional insured under the policy. 4. Other Insurance Requirements. The policies are to contain, or be endorsed to A. Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these requirements to waive their Optima RPM, Inc. Page C-2 right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors. B. Additional Insured Status. All liability policies including general liability, products and completed operations, excess liability, pollution liability, and automobile liability, if required, shall provide or be endorsed to provide that City, its elected or appointed officers, agents, officials, employees and volunteers shall be included as additional insureds under such policies. C. Primary and Non Contributory. Contractor's insurance coverage shall be primary insurance and/or the primary source of recovery with respect to City, its elected or appointed officers, agents, officials, employees and volunteers. Any insurance or self-insurance maintained by City shall be excess of Contractor's insurance and shall not contribute with it. D. Notice of Cancellation. All policies shall provide City with thirty (30) calendar days' notice of cancellation or nonrenewal of coverage (except for nonpayment for which ten (10) calendar days' notice is required) for each required coverage except Builders Risk Insurance, which shall contain an endorsement with said required notices. 5. Additional Agreements Between the Parties. The parties hereby agree to the following: A. Evidence of Insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation and other endorsements as specified herein for each coverage. All of the executed documents referenced in this Contract must be returned to City within ten (10) regular City business days after the date on the "Notification of Award". Insurance certificates and endorsements must be approved by City's Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Contract. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. City reserves the right to require complete, certified copies of all required insurance policies, at any time. Optima RPM, Inc. Page C-3 B. City's Right to Revise Requirements. The City reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving Contractor ninety (90) calendar days' advance written notice of such change. If such change results in substantial additional cost to Contractor, City and Contractor may renegotiate Contractor's compensation. C. Right to Review Subcontracts. Contractor agrees that upon request, all agreements with subcontractors or others with whom Contractor enters into contracts with on behalf of City will be submitted to City for review. Failure of City to request copies of such agreements will not impose any liability on City, or its employees. Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format at least as broad as CG 20 38 04 13. D. Enforcement of Contract Provisions. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any requirement imposes no additional obligations on City nor does it waive any rights hereunder. E. Requirements not Limitinq. Requirements of specific coverage features or limits contained in this Exhibit A are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for higher limits maintained by the Contractor. Any available proceeds in excess of specified minimum limits of insurance and coverage shall be available to the City. F. Self -Insured Retentions. Contractor agrees not to self -insure or to use any self-insured retentions on any portion of the insurance required herein and further agrees that it will not allow any indemnifying party to self -insure its obligations to City. If Contractor's existing coverage includes a self-insured retention, the self-insured retention must be declared to City. City may review options with Contractor, which may include reduction or elimination of the self-insured retention, substitution of other coverage, or other solutions. Contractor agrees to be responsible for payment of any deductibles on their policies. G. Citv Remedies for Non Compliance. If Contractor or any subcontractor fails to provide and maintain insurance as required herein, then City shall have Optima RPM, Inc. Page C-4 the right but not the obligation, to purchase such insurance, to terminate this Contract, or to suspend Contractor's right to proceed until proper evidence of insurance is provided. Any amounts paid by City shall, at City's sole option, be deducted from amounts payable to Contractor or reimbursed by Contractor upon demand. H. Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor's performance under this Contract, and that involve or may involve coverage under any of the required liability policies. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City. I. Coverage not Limited. All insurance coverage and limits provided by Contractor and available or applicable to this Contract are intended to apply to the full extent of the policies. Nothing contained in this Contract or any other agreement relating to City or its operations limits the application of such insurance coverage. J. Coverage Renewal. Contractor will renew the coverage required here annually as long as Contractor continues to provide any Work under this or any other Contract or agreement with City. Contractor shall provide proof that policies of insurance required herein expiring during the term of this Contract have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from Contractor's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to City with five (5) calendar days of the expiration of the coverages. K. Maintenance of General Liability Coverage. Contractor agrees to maintain commercial general liability coverage for a period of ten (10) years after completion of the Project or to obtain coverage for completed operations liability for an equivalent period. Optima RPM, Inc. Page C-5 CERTIFICATE OF INSURANCE CHECKLIST City of Newport Beach This checklist is comprised of requirements as outlined by the City of Newport Beach. * Date Received: 3/30/2020 Dept./Contact Received From: Raymund Reyes Department: Public Works Sent to: Marissa By: Raymund Company/Person required to have certificate: Optima RPM Type of contract: Public Works Contract 1. GENERAL LIABILITY EFFECTIVE/EXPIRATION DATE: 5/9/2019-1212/2020 A. INSURANCE COMPANY: Great American Assurance Co. NAIC#26344 B. AM BEST RATING (A-: VII or greater): A+ XV C. ADMITTED Company (Must be California Admitted): Is Company admitted in California? 0 Yes ❑ No D. LIMITS (Must be $1 M or greater): What is limit provided? $1 M occur / $2M agg E. ADDITIONAL INSURED ENDORSEMENT — please attach Yes ❑ No F. ADDITIONAL INSURED WORDING TO INCLUDE (The City its officers, officials, employees and volunteers): Is it included? ❑✓ Yes [-]No G. PRIMARY & NON-CONTRIBUTORY WORDING (Must be ✓❑ Yes ❑ No included): Is it included? H. PRODUCTS AND COMPLETED OPERATIONS (Must include): Is it included? (completed Operations status does not apply to Waste Haulers or Recreation) ❑ N/A 0 Yes ❑ No H. AUTOMOBILE LIABILITY EFFECTIVE/EXPIRATION DATE: 51912019-51912020 A. INSURANCE COMPANY. Nationwide Mutual Insurance Co. NAIC#23787 B. AM BEST RATING (A-: VII or greater) A+ XV C. ADMITTED COMPANY (Must be California Admitted): Is Company admitted in California? D. LIMITS - If Employees (Must be $1 M min. BI & PD and $500,000 UM, $2M min for Waste Haulers): What is limits provided? $1 M E. PRIMARY & NON-CONTRIBUTORY WORDING ENDORSEMENT -please attach F. HIRED AND NON -OWNED AUTO ONLY:✓❑ N/A G. ADDITIONAL INSURED ENDORSEMENT — please attach H. ADDITIONAL INSURED WORDING TO INCLUDE (The City its officers, officials, employees and volunteers): Is it included? 1. SIGNED AUTOMOBILE INSURANCE EXEMPTION FORM: [Z]N/A ❑✓ Yes ❑ No _ R] Yes ❑ No ❑ Yes ❑ No Yes ❑ No ❑✓ Yes ❑ No []Yes ❑ No WORKERS' COMPENSATION EFFECTIVE/EXPIRATION DATE: 6/28/2019-6/28/2020 A. INSURANCE COMPANY: Insurance Company of the West NAIC#27847 B. AM BEST RATING (A-: VII or greater): A XIII C. ADMITTED Company (Must be California Admitted): D. WORKERS' COMPENSATION LIMIT: Statutory E. EMPLOYERS' LIABILITY LIMIT (Must be $1M or greater) F. WAIVER OF SUBROGATION (To include): Is it included? G. SIGNED WORKERS' COMPENSATION EXEMPTION FORM: ADDITIONAL COVERAGES THAT MAYBE REQUIRED [Z Yes ❑ No F71 Yes $1 M ❑✓ Yes []No ✓❑ N/A ❑ Yes ❑ No ❑ PROFESSIONAL LIABILITY EFFECTIVE/EXPIRATION DATE: A. INSURANCE COMPANY: Q POLLUTION LIABILITY EFFECTIVE/EXPIRATION DATE: 3/6/2020-31612021 A. INSURANCE COMPANY: Evanston Insurance Company NA1C#35378. $2M!$4M ❑✓ BUILDER'S RISK EFFECTIVE/EXPIRATION DATE: 5/9/2019-5/912020 A. INSURANCE COMPANY: Markel America Insurance Company NAIC#28932 ❑ Excess Liability EFFECTIVE/EXPIRATION DATE: 5/9/2019-5/9/2020 A. INSURANCE COMPANY: Scottsdale Insurance Company NAIC#41297, $5M/$5M NOTEWCOMMENTS: Approved: Risk Management 4/10/2020 Date City of Newport Beach POLICE STATION GUN RANGE REMODEL Contract No. 7080-1 PROPOSAL (Contractor shall submit proposals via the PROPOSAL (Sid Line Items) contained in PlanetBids. Contractor shall sign the below acknowledgement) To the Honorable City Council City of Newport Beach 100 Civic Center Drive Newport Beach, California 92650 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Instructions to the Bidders, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials except that material supplied by the City and shall perform all work required to complete Contract No. 7080-1 in accordance with the Plans and Special Provisions, and will take in full payment therefore the following unit prices for the work, complete in place, to wit: 01/08/2020 Date 949-724-1399P 949-724-1851F Bidder's Telephone and Fax Numbers 961714, A&B Bidder's License No(s). and Classifications) 1000013611 DIR Registration Number Optima RPM, Inc. Bidder 164 `, 4— ——•-1Vice Presdient Bidder's Authorized Signature and Title 17945 Sky Park Circle, Suite D, Irvine CA 92614 Bidder's Address Bidder's email address; mhanna@optimarpm.com PR -1 City of Newport Beach POLICE STATION GUN RANGE REMODEL (C-7080-1), bidding on February 4, 2020 2:00 PM (Pacific) Bid Results Bidder Details Vendor Name Optima RPM Address 17945 Sky Park Circle Suite D Irvine, CA 92614 United States Respondee Maged Wadie Respondee Title PD Phone 949-724-1399 Ext. 206 Email mwadie@optimarpm.com Vendor Type License # CADIR Bid Detail Bid Format Electronic Submitted February 4, 2020 1:22:53 PM (Pacific) Delivery Method Bid Responsive Bid Status Submitted Confirmation # 198748 Ranking 0 Respondee Comment Buyer Comment Attachments File Title File Name Bid Submittal C-7080-1 Optima RPM, Inc Bid Submittal C-7080-1 Optima RPM, Inc.pdf Bid Bond C-7080-1 Optima RPM, Inc Bid Bond C-7080-1 Optima RPM, Inc.pdf Line Items Type Item Code UOM Qty Unit Price C-7080-1 Police Station Gun Range Remodel 1 Police Department Gun Range Remodel Lump Sum 1 $679,000.00 Page 1 Printed 02/04/2020 File Type General Attachment Bid Bond Line Total Comment $679,000.00 2 Furniture and FF+E Allowance Allowance 1 $10,000.00 $10,000.00 3 Provide As -Built Plans and Closeout Documents Fixed Cost 1 $2,000.00 $2,000.00 Subtotal $691,000.00 Total $691,000.00 Subcontractors Name & Address Description License Num CADIR Amount Type STONCOR GROUP INC. epoxy flooring 256840 1000010163 $7,950.00 1000 East park ave. maple shade maple shade, NJ 08052 United States PlanetBids, Inc. City of Newport Beach POLICE STATION GUN RANGE REMODEL (C-7080-1), bidding on February 4, 2020 2:00 PM (Pacific) Bid Results Name & Address Description License Num CADIR Mina Wahba HVAC 1056710 1000529449 5064 pearce Dr. Apt B Huntington beach, CA 92649 United States AMTEK CONSTRUCTION Electric 490382 1000009822 12409 SLAUSON AVENUE STE "I" (EYE) WHITTIER, CA 90606 United States Precision Contracting, Inc. Demolition, Abatement 701357 1000018129 1818 N. Orangethorpe Park anaheim, CA 92801 United States PlanetBids, Inc. Page 2 Printed 02/04/2020 Amount Type $26,900.00 $53,575.00 DGS $30,000.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT �vNr� ADDENDUM NO. 1 Police Station Gun Range Remodel CONTRACT NO. 7080-1 DATE: BY: ty Engineer TO: ALL PLANHOLDERS The following changes, additions, deletions, or clarifications shall be made to the Contract Documents all other conditions shall remain the same. BID OPENING DATE THE BID OPENING DATE HAS BEEN CHANGED TO - JA NU('%FY 09, 2r : r at 10:06 a.; 1,. QUESTIONS/RFI AND ANSWERS FROM PLAN HOLDERS 1. I did not see any HVAC drawings in the bid package but there is a spec. section for it. I assume the HVAC work is a design -Build item. Do you expect us to hire a mechanical engineering design firm for the HVAC scope and include the cost into our bids? A- MVAC is part of shooting range scope, and is a deferred approval item .let General Note 2 on Drawing A-2, 1, and Section 11 67 23. 2. Shooting Range Industries, the listed manufacturer for the shooting range equipment, requires to be paid for the entire cost of the shooting range equipment before shipping it to the jobsite. Their bid for the equipment alone is around $200,000- This is a huge amount of investment for any prime to initiate knowing that it would take at least at a couple of months to get reimbursed from the City. Wouldn't it be better for the City to purchase the equipment and have the contractor to install it (Owner, Furnished Contractor Install (OFCI))? This way it would really alleviate the burden on us. •j. itie Wirac:tor awarded this protect will meed to finance this portion of the project, including all equipement and subcontractors. 3. 1 was reviewing the proposal and noticed that the master control & tablet description is incorrect and should read, master control tablet, not master control & tablet. Can you please clarify? A. i ire rrFasier Wnt.iol is a tablet only with no main computer setup on a desk in the control room. Stein Johnsen/Shooting Range industries, LLC. 4, Spec Section 01 45 29, Section 1.2 Paragraph A indicates Contractor to pay for Third Party Testing & Inspection. However, in Section 1.4 it implies that the cost for this is the Owner's since contractor will be charged for calling an inspection but is not ready for it. Testing & Inspection cost usually is by the Owner. Please clarify who would pay for testing & Inspections. _' ontractoi . 5. Is there a Fire Alarm System in the Building? If yes, what is your fire alarm system (Notifier, Silent Knight.....)? H i nor & is rio fire aiarrn work as vart of this protect. 6. Do we need to include the cost for a fire alarm system in our bid? 7. What about the need for a fire sprinklers system? Do we need to include the cost for a fire sprinklers system? iia i=ire sprinkles systerrn is not in the scope 8. The Finish Schedule on A,5_11 indicates the floor in Room 37 is exposed concrete with chemical hardener. Flas the chemical hardener been already applied to this floor or do we need to hire a sub to apply the hardener to the concrete floor? A. No t;eatmerlt is re00J,r1�!d on the existing concrete floor 9. There is a Spec Section for Blanket Insulation (47 21 16) but there is nothing shown on the drawings for insulation. A Deiete Section 07 21 16 in its entirety. 14.1 went through the entire bid package but I cannot figure out the extent for the HVAC scope of work. Project description on Sheet T-1 indicates new [JVAC and Demo notes 0199 on Sheet AD -2.1 asks for removal of existing HVAC but nowhere on the bid documents there is an indication of what needs to be provided. r,i age s(,ope, and is a deferred approval item. See i , _ ural Note 2 on Drawing A-2.1, and Section 11 67 23. 11. Fire Sprinklers are not listed on Title Sheet as a Deferred Approval Item_ General (Vote 5 on sheet P-0.1 ca for "The modification and extension of existing system. Refer to Specs for additional requirements." Fire Suppression in Not Used in the Spec Book and I do not see any existing inside the range in my job walk pictures. Is it the City's wish to extend a current bldg. system into the range and its supporting areas and alter the layout of the AR -500 plates to accommodate a fire system? Please advise. A. There is no fire sprinkler system related work required in this ;ob. 12. Page (4) C_ Lighting; states "Lights to be controlled by a firing range control system to vary lighting scheme for different shooting and emergency situations." According to SRI, their Master Range Controller is not capable of controlling lighting. It controls rotating target stands only. Please clarify. A. Lighting will not be controlled by the tablet and will need to be designed by an electrician with lighting controls inside the control room. Stein Johnsen/Shooting Range industries, LLC. 13.A-2.2 Remodel Ceiling Plan shows a total of B surface mounted light fixtures on the ceiling in Rm. 38. E-2.1 shows 3 surface mounted and 1 wall mounted fixture. Is E- 2.1 the correct layout? Please advise. 14.An undercounter refrigerator and ice and water dispenser are listed items in Miscellaneous Equipment section of the project manual. No location for these items to be installed is called out in the drawings. Please advise. A. Paragraph 1.1.A: ievise the text "Undercounter Refrigerator" to read "Armory Door". Delete Paragraph 1.1.B in its entirety. 15. Please advise the amount for each insurance (Liability, Auto & WC) that you would require us to carry. Would there be any other types of insurances besides what is mentioned above that you require? A- Gorrrplete insurance requirements are found in EXHIBIT C of the Sample contract included in the original bid documents and should be reviewed in its entirety. In general the amounts are as follows: a- Workers' Compensation Insurance: Contractor shall maintain Workers' Compensation Insurance providing statutory benefits and Employer's Liability Insurance with limits of at least one million dollars ($1,000,000) each employee for bodily injury by accident and each employee for bodily injury by disease in accordance with the laws of the State of California, Section 3700 of the Labor Code. b. General Liability Insurance: Contractor shall maintain commercial general liability insurance, and if necessary umbrella liability insurance, with coverage at least as broad as provided by Insurance Services Office Form CG 00 01, in an amount not less than one million dollars ($1,000,000) per occurrence. two million dollars ($2,000,000) general aggregate and two million dollars ($2,000,000) completed operations aggregate:. The policy shall cover liability arising from premises, operations, prod ucts-completeci operations, personal and advertising injury, and liability assumed under an insured contract {including the tort liability of another assumed in a business contract}. r.- Auto."n bile Liability Insurance: Contractor shall maintain automobile isurance at least as broad as Insurance Services Office form CA 00 01 covering Bodily injury and property damage for all activities of Contractor .arising out of or in connection with Work to be performed under this Contract, including coverage for any owned, hired, non -owned or rented vehicles, in an amount not less than one million dollars ;$1,000,000) combined single limit for each accident. d. Builder's Risk Insurance. Contractor shall maintain Builders Risk insurance or an installation floater as directed by City, covering damages to the Work for "all risk" or special causes of loss fora with limits equal to 100% of the completed value of the Contract, with coverage to continue until final acceptance of the Work by City - e. Pollution Liability Insurance. Contractor shall maintain a policy providingcontractor's pollution liability ("CPL") coverage with a total limit of liability of no less than $2,000,000 per loss and $4,000,000 in the aggregate per policy period. Bidders must sign this Addendum No. 1 and attach it to the bid proposal. No bid will be considered unless this signed Addendum is attached. I have carefully examined this Addendum and have included full payment in my Proposal. 0 bltd' 141 f Bidder's NaMe (Please Print) Date s(R S► Author' ed Signature & Title CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO. 2 Police Station Gun Range Remodel CONTRACT NO. 7080-1 DATE: / BY: !_ City Engineer TO: ALL PLANHOLDERS L' The following changes, additions, deletions, or clarifications shall be made to the Contract Documents — all other conditions shall remain the same. BID OPENING DATE THE BID OPENING DATE HAS BEEN CHANGED TO: JANUARY 30, 2420 at 10:00 a.m. Bidders must sign this Addendum No. 2 and attach it to the bid proposal. No bid will be considered unless this signed Addendum is attached. I have carefully examined this Addendum and have included full payment in my Proposal. 1� � Bidd 's Name 4Please Print) cAl Date Authorized Signature & Title CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO. 3 Police Station Gun Range Remodel CONTRACT NO. 7080-1 DATE: ya BY: Ci Engineer TO: ALL PLANHOLDERS The following changes, additions, deletions, or clarifications shall be made to the Contract Documents — all other conditions shall remain the same. A. BID OPENING DATE • Revise the. Bid Date and Time to the following: Bid Date: Feburary 4, 2020 at 2:00 p.m. B. REVISIONS TO THE CONTRACT DOCUMENTS WLC Architect letter, Subect Addendum 3, dated January 23, 2020 is hereby included into the contract documents. Please note any and all changes, omissions and/or additions to the Project Manual and/or drawings as specified in this letter. C. QUESTIONS/RFI AND ANSWERS FROM PLAN HOLDERS Q1: Please confirm that the workdays will be Monday thru Friday, regular hours. A1: See Special Provisions 6-7.4 Working Hours Q2: How much material is down range in the bullet trap that needs to be removed? This to include the ballistic catch material? A2: Bidders to field verify at site walk on December 17, 2019. Q3: Is the bullet trap area sloped towards the back? If so to what degree? A3: Consult with SRI. Q4: Please provide detail and Specification of Drawing A2.1 note 0092 Range Control Station. A4: This is part of the SRI package. Q5: Please confirm there are no new HVAC system required. A5: See WLC Architect letter, Subect Addendum 3, dated January 23, 2020. Q6: Please confirm there are no new electrical work in the shooting range area. A6: See WLC Architect letter, Subect Addendum 3, dated January 23, 2020. Q7: Is the existing HVAC system in the range that is to be replaced currently a dedicated system? A7: See WLC Architect letter, Subect Addendum 3, dated January 23, 2020. Q8: Can The City confirm that the rated corridor that leads into Rm. 37.1 is not in contract? A8: If the plans do not call for work, then it si not considered part of the contract. Q9: Has The City confirmed that the deck in place above Rm. 37 is structurally capable of handling the addition load of the new suspended range equipment? Bidders would have no idea and would not be able to include any structural modifications in their bid. A9: Bid the work per the Contract Documents Bidders must sign this Addendum No. 3 and attach it to the bid proposal. A bid may be deemed unresponsive unless this signed Addendum No. 3 is attached. I have carefully examined this Addendum and have included full payment in my Proposal. Bidder's Name (Please Print) 1_2q- - _oo Date Authoriz d Signature & Title CLIENT FOCUSED. PASSION DRIVEN. January 23, 2020 TO All Bidders FROM Kelley Needham PROJECT Newport Beach Police Department Gun Range Remodel Project 1614902.41 SUBJECT Addendum 3 The following changes, omissions, and/or additions to the Project Manual and/or Drawings shall apply to proposals made for and to the execution of the various parts of the work affected thereby, and all other conditions shall remain the same. Careful note of the Addendum shall be taken by all parties of interest so that the proper allowances may be made in strict accordance with the Addendum, and that all trades shall be fully advised in the performance of the work which will be required of them. Bidder shall acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification. In case of conflict between Drawings, Project Manual, and this Addendum, this Addendum shall govern. PROJECT MANUAL 2.1 SECTION 06 41 16 - PLASTIC -LAMINATE -CLAD ARCHITECTURAL CABINETS A. Replace Paragraph 2.4 with the text to read as follows: "2.4 STAINLESS STEEL COUNTERTOPS A. Stainless Steel: ASTM 167, Type 304, No. 4 finish, 0.050 inch thick. B. Core: Plywood, minimum 3/4 inch thick. C. Edge: Marine edge, 1-1 /2 inch total thickness. D. Backsplash: Integral cove with corners radiused. 1-1 /2 inch total thickness. 4 inch height. E. Seams: Continuous welded seams. Grind smooth." Addendum 3 Newport Beach Police Department Gun Range Remodel Project 1614902.41 January 23, 2020 Page 2 B. Revise Paragraph 3.4 Schedule to read as follows: Newport Beach PD Gun Range Remodel - Casework Schedule Room No. Room Name Casework Countertop Lock Finish and Splash 37.1 Vestibule Solid Stainless Steel Key Type at all Cabinets Composite and Drawers 38 Armory Solid Key Type at all Cabinets Composite 2.2 SECTION 07 21 16 - BLANKET INSULATION A. Delete this section in its entirety. 2.3 SECTION 11 67 23 - SHOOTING RANGE EQUIPMENT A. As a point of clarification, HVAC system and lighting are removed from shooting range manufacturer's scope. See mechanical and electrical drawings in this addendum for the HVAC and lighting work. 2.4 SECTION 11 90 00 -MISCELLANEOUS EQUIPMENT A. Paragraph 1.1.A: Replace the text "Undercounter Refrigerator" with the text "Armory Door". B. Delete Paragraph 1.1.13 in its entirety. 2.5 SECTION 26 00 00 - GENERAL ELECTRICAL REQUIREMENTS A. Replace this section with the attached Section 26 00 00 in its entirety. 2.6 SECTION 27 13 43 -NETWORK WIRE AND CABLING SYSTEM A. Add the attached Section 27 13 43 in its entirety. Addendum 3 Newport Beach Police Department Gun Range Remodel Project 1614902.41 January 23, 2020 Page 3 DRAWINGS Architectural 2.7 DRAWING A-1.1 - TITLE SHEET A. Detail 22 - DEFERRED APPROVAL: At the bottom of the note, delete the text "HVAC, LIGHTING AND POWER SERVING GUN RANGE". 2.8 DRAWING A-2.1 - REMODEL FLOOR PLAN AND SECTION A. Replace this drawing with the attached Drawing A-2.1. 2.9 DRAWING A-2.2 - REMODEL CEILING PLAN A. Replace this drawing with the attached Drawing A-2.2. 2.10 DRAWING A-5.1 - DOOR, FINISH SCHEDULES AND DETAILS A. Revise Finish Schedule and Notes per the attached Drawing Al. B. Door 02 shall receive Door Hardware HW -2. Mechanical 2 .1 1 DRAWING M-0.1 - MECHANICAL LEGEND, GENERAL NOTES, AND SCHEDULE A. Add the attached Drawing M-0.1 in its entirety. 2.12 DRAWING MD -2.1 - MECHANICAL DEMOLITION FLOOR PLAN A. Add the attached Drawing MD -2.1 in its entirety. 2.13 DRAWING MD2.2 - MECHANICAL DEMOLITION ROOF PLAN A. Add the attached Drawing MD -2.2 in its entirety. 2.14 DRAWING M-2.1 - MECHANICAL REMODEL FLOOR PLAN A. Add the attached Drawing M-2.1 in its entirety. Addendum 3 Newport Beach Police Department Gun Range Remodel Project 1614902.41 January 23, 2020 Page 4 2.15 DRAWING MD2.2 - MECHANICAL REMODEL ROOF PLAN A. Add the attached Drawing M-2.2 in its entirety. 2.16 DRAWING M-3.1 - MECHANICAL DETAILS A. Add the attached Drawing M-3.1 in its entirety. Electrical 2.17 DRAWING E-0.1 - GENERAL NOTES, SYMBOL LIST, AND FIXTURE SCHEDULE A. Add the attached Drawing E-0.1 in its entirety. 2.18 DRAWING E-0.2 - TITLE 24 COMPLIANCE FORMS AND PANELS A. Add the attached Drawing E-0.2 in its entirety. 2.19 DRAWING E-1.1 - DEMOLITION PLANS A. Add the attached Drawing E-1.1 in its entirety. 2.20 DRAWING E-2.1 - REMODEL PLANS A. Add the attached Drawing E-2.1 in its entirety. END OF ADDENDUM 2 Submitted by, KELLEY NEEDHAM Architect, AIA Principal KN:SJY:br\P41614902x2-add Attachments: Section 26 00 00 - General Electrical Requirements Section 27 13 43 - Network Wire and Cabling System A-2.1, A-2.2, All, M-0.1, MD -2.1, MD -2.2, M-2.1, M-2.2, M-3.1, E-0.1, E-0.2, E-1.1, E-2.1 SECTION 26 00 00 GENERAL ELECTRICAL REQUIREMENTS 1. PART 1 GENERAL 1.1 SCOPE A. Work of this section includes everything necessary for or incidental to completing the electrical work, to provide a complete and operable electrical system, except as herein specifically excluded. 1.2 GENERAL REQUIREMENTS A. Electrical System Characteristics: 480/277V. 3PH, 4W., 208/120V. 3PH, 4W. B. Guarantee: Furnish a written guarantee for a period of one-year from date of acceptance. C. Codes and Regulations: Work done under this Section shall comply with the latest edition of the following: California Electrical Code, State of California Title 24, State Building Standards, Occupational Safety and Health Administration (OSHA) requirements, State of California Title 17 and to all local codes having jurisdiction. In the case where the codes have different levels of requirements, the most stringent rule shall apply. D. Wherever a discrepancy in quantity or size of conduit, wire, equipment, devices, circuit breakers, etc., (all materials), arises on the Drawing and/or Specifications, the Contractor shall be responsible for providing and installing all material and services required by the strictest condition noted on Drawings and/or in Specifications to insure complete and operable systems as required by the Owner and Engineer. E. The General and Supplementary Conditions, as well as Special Conditions apply in addition to items in the Electrical Section. Special attention is directed to the following sections: 1. Drawings and Specifications at the site. 2. Shop drawings and samples. 3. Record drawings. 4. Cutting and Patching. 5. Cleaning up. 6. Guarantee. 7. Tests. F. Additional Work: Refer to Mechanical and Plumbing drawings and specifications for additional Electrical requirements. G. Provide minimum of twenty percent (20%) spare devices (disconnect switches, fuses, occupant sensors, daylight sensors, etc.), outlets (receptacles, switches/dimmers of each type, etc.), LED driver of each type, connectors/terminals for signal and communication systems. H. Testing: 1. Scan: a. Infrascan test of the distribution branch circuit panels shall be required. b. Infrascan certified reports shall be submitted on completion to the Owner and Engineer. c. Scans shall be performed by an independent testing laboratory with total connected loads in operation. 2. Megger: a. New branch circuit - phase, neutral and ground conductors. b. New insulated bonding conductors. WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Pagel 3. All circuits shall be tested for continuity and circuit integrity. Adjustments shall be made for circuits not complying with testing criteria. 4. Grounding System: Shall be tested by an independent testing laboratory to meet resistance specified in Part 3.1, D.3 of these Specifications. It shall be this Contractor's responsibility to make adjustments, as required, to upgrade non -complying systems to proper and safe operation. 5. All certified testing reports shall be submitted to the Owner at completion of project. I. All Core Cutting, Drilling, and Patching: 1. For the installation of work under this Section, the aforementioned shall be performed under this Section of the Specifications and the Concrete section of the Specifications. 2. No holes will be allowed in any structural members without the written approval of the Structural Engineer. 3. For penetrations of concrete slabs or concrete footings, the work will be as directed in the Concrete Section of Specifications. 4. The contractor shall be responsible for patching and repairing surfaces where he is required to penetrate for work under this contract. 5. Penetrations shall be sealed to meet the rated integrity of the surface required to be patched and repaired. The patched surface shall be painted or finished to match the existing surface. J. Verifying Drawings and Job Conditions: 1. This Contractor shall examine all Drawings and Specifications in a manner to be fully cognizant of all work required under this Section. 2. This Contractor shall visit the site and verify existing conditions. Where existing conditions differ from Drawings, adjustment shall be made and allowances included for all necessary equipment to complete all parts of the Drawings and Specifications. K. Shop Drawings/Product Submittals: 1. Drawings shall be submitted in six (6) bound sets accompanied by Letter of Transmittal, which shall give a list of the number and dates of the drawings submitted. Drawings shall be complete in every respect and bound in sets. 2. The Drawings submitted shall be marked with the name of the project, numbered consecutively and bear the approval of the Contractor as evidence that the Drawings have been checked by the Contractor. Any Drawings submitted without this approval will be returned to the Contractor for resubmission. 3. If the shop drawings show variations from the requirements of the Contract because of standard shop practice or other reasons, the Contractor shall make specific mention of such variations in his letter of transmittal. If the substitution is accepted, the Contractor shall be responsible for proper adjustment which may be caused by the substitution. Complete working samples shall be submitted with all requests for substitution. 4. Shop drawings/product data shall be submitted on the following but not limited to: a. Lighting fixtures, drivers, mounting hardware/supports. b. Circuit breakers. c. Switches/Dimmers/Occupant sensors/Disconnect switches. d. Receptacles, wall plates. WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Page 2 e. Junction/Pull boxes. f. Conduit, conduit fittings and supports. g. Wire/conductors. h. Communications system. 5. Shop drawings shall include scaled site plans and floor plans indicating the location of all equipment, devices, interconnecting wire/cable, wiring diagrams and sequence of operation. L. Drawings of Record: The Contractor shall provide and keep up-to-date, a complete record set of blueprints. These shall be corrected daily and show every change from the original Drawings. This set of prints shall be kept on the job site and shall be used only as a record set. This shall not be construed as authorization for the Contractor to make changes in the layout without definite instruction in each case. Upon completion of the work, a set of reproducible Contract Drawings shall be obtained from the General Contractor and all changes as noted on the record set of prints shall be incorporated thereon with black ink in a neat, legible, understandable and professional manner. Refer to the Supplementary General Conditions for complete requirements. 1.3 WORK IN COOPERATION WITH OTHER TRADES A. Examine the Drawings and Specifications and determine the work to be performed by the site utilities contractor, mechanical and plumbing contractor and other trades. Provide the type and amount of electrical materials and equipment necessary to place this work in proper operation, completely wired, tested and ready for use. This shall include all conduit, wire, disconnects, relays, and other devices for the required operation of all systems or equipment whether shown on plan or not. B. Provide power and control circuits, conduit and wire as indicated on the Mechanical and Plumbing drawings as required for complete and operable systems. C. The electrical contractor shall be responsible for providing and installing specialty back -boxes for all communication/signal systems. The electrical contractor shall patch, repair and refinish walls, ceilings or floors disturbed by the installation of the subject back boxes. 1.4 TESTING AND ADJUSTMENT A. Upon completion of all electrical work, this Contractor shall test all circuits, switches, motors, breakers, motor starter(s) and their auxiliary circuits and any other electrical items to insure perfect operation of all electrical equipment. B. Equipment and parts in need of correction and discovered during such testing shall be immediately repaired or replaced with all new equipment and that part of the system shall then be retested. All such replacement or repair shall be done at no additional cost to the Owner. C. All circuit shall be tested for continuity and circuit integrity. Adjustments shall be made for circuits not complying with testing criteria. D. All certified testing reports shall be submitted to the Engineer at completion of project. 1.5 IDENTIFICATION A. Identification nameplates shall be Micarta 1/8" thick and of approved size, with bevelled edges and engraved white letters 1/4" high minimum on black background. Nameplates shall be provided for all circuits in the distribution switchboards, and selector switches. Inscriptions on equipment shall be identical to those indicated in panels and/or motor control centers and other similar devices. Each nameplate shall be provided with drillings and suitable mounting screws corresponding to finish of the nameplate. The inscriptions in each nameplate shall be as indicated on the Drawings. B. Identification of Air Conditioning Equipment: Equipment to be so identified shall include, but shall not be limited to: Pressure and temperature controllers; switches; equipment motors and boxes or cans housing other control items. Mechanical equipment nameplates shall have letters a minimum of 3/8" high. WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Page 3 C. Identification of Signal/Communication Outlet Wall Plates: Outlet wall plates shall be engraved on the backside with its related signal/communication system and its serving conduit origin point. 1.6 MAINTENANCE, SERVICING, INSTRUCTION MANUALS AND WIRING DIAGRAMS A. Prior to final acceptance of the job, the Electrical Contractor shall furnish to the Owner at least four (4) copies of operating and maintenance and servicing instructions, as well as four (4) complete wiring diagrams for the following item(s) or equipment: 1. Communications system. 2. Circuit breakers. 3. Disconnect switches. 4. LED drivers. 5. Dimmers, occupant sensors, power packs, relay packs. B. All wiring diagrams shall specifically cover the system supplied. Typical drawings will not be accepted. Two (2) copies shall be presented to the Electrical Engineer and four (4) copies to the Owner. 1.7 ELECTRICAL CONTRACTOR'S RESPONSIBILITY A. It shall be the Electrical Contractor's responsibility to obtain a complete set of Drawings and Specifications. He shall check the Drawings of the other trades and shall carefully read the entire Specifications and determine his responsibilities. 1.8 FINAL INSPECTION AND ACCEPTANCE A. After all requirements of the Specifications and/or the Drawings have been fully completed, representatives of the Owner will inspect the work. Contractor shall provide competent personnel to demonstrate the operation of any item or system to the full satisfaction of each representative. B. Final acceptance of the work will be made by the Owner after receipt of approval and recommendation of acceptance from each representative. 1.9 RECORD DRAWINGS A. Contractor shall furnish one set of reproducible record drawings before final payment of retention. 1.10SUBSTITUTIONS A. Substitution to specified equipment shall be submitted and received by the Engineer fifteen (15) days after the bid date for review and approval. B. To receive consideration, requests for substitutions must be accompanied by documentary proof of its equality with the specified material. Documentary proof shall be in letter form and identify the specified values/materials alongside proposed equal values/materials. In addition, catalog brochures and samples must be included in the submittal. C. In the event that authorization is given for a substitute equal to bid, after award of contract the Contractor shall submit to the Engineer certified quotations from suppliers of both the specified and proposed equal material for price comparison and delivery dates. D. In the event of cost reduction, the Owner will be credited with 100 percent of the reduction, arranged by Change Order. E. The Contractor warrants that substitutions proposed for specified items will fully perform the functions required. WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Page 4 F. Substitutions or requests for substitution shall not be accepted and rejected for failure to comply with items A-E above. 2. PART 2 PRODUCTS 2.1 MATERIALS A. Materials and Equipment: All electrical materials and equipment shall be new and shall be listed by Underwriter's Laboratories and bear their label, or listed and certified by a nationally recognized testing authority where UL does not have an approval. Custom made equipment must have complete test data submitted by the manufacturer attesting to its safety. In addition, the materials and equipment shall comply with the requirements of the following: 1. American Society of Testing Materials (ASTM). 2. Insulated Cable Engineers Association (ICEA). 3. National Electrical Manufacturer's Association (NEMA). 4. National Fire Protection Association (NFPA). 5. American National Standard Institute (ANSI). B. Panelboards — Circuit Breakers: 1. Circuit breakers shall be thermal -magnetic bolt -on type to match existing. Provide required hardware for mounting in existing panel. 2. Circuit breakers shall be fully rated to match the symmetrical interrupting capacity of the existing circuit breakers. 3. Circuit breakers shall be the number of poles and current capacity as indicated on the panel schedule. 4. All wiring shall be neatly arranged and laced together. 5. All circuit breakers shall be provided with a device for locking circuit breaker in "OFF" position. 6. Provide updated panel directories at the conclusion of the construction phase. C. Lighting Fixtures: 1. Furnish, install and connect a lighting fixture at each outlet where a lighting fixture type symbol (designated on plans) is shown as being installed. Each fixture shall be complete with all required accessories including sockets, glassware, boxes, spacers, mounting devices, fire rating enclosure, chips and drivers. 2. LED Driver shall be Class 1, 120-277V, 50/60HZ (constant current) with surge protection in accordance with IEEE/ANSI C62.41.2 guidelines with a surge current rating of 10,000 amps. Operating temperature for interior fixtures shall range from 0°C to 35°C (32°F to 95°F). Operating temperature for exterior fixtures shall range from -40°C to 40°C (-40°F to 104°F). All defective drivers shall be replaced at no cost to the Owner. 3. LED chips shall be as manufactured by CREE, Nichia, Osram, Philips or approved equal by the Engineer. 4. Interior fixtures installed in individual rooms shall be provided with LED chips of the same manufacturer. Mixing of chip manufacturers will not be allowed. All fixtures in any one room must be replaced with new fixtures when the fixtures in the room display dissimilar illumination colors. 5. LED chips shall have 4000° Kelvin color temperature or as indicated on the fixture schedule. Interior fixtures shall meet IESNA LM -79-08. Exterior fixtures shall meet IESNA LM -80-08. WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Page 5 6. Where indicated on the Lighting Fixture Schedule, interior light fixtures shall be provided with integral occupancy sensor and/or daylight sensor. Provide two (2) programming/configuration tools for programming the integral control devices. 7. Refer to Architectural reflected ceiling plan for type of ceiling being installed in each room and provide each fixture with required mounting devices and accessories for the particular ceiling. 8. All light fixtures shall be individually supported and properly anchored to the surfaces indicated on the Architectural elevations. 9. Locations of fixtures shall be per the architectural reflected ceiling plan and shall be coordinated at time of rough -in. D. Conduit: 1. Rigid conduit shall be full weight threaded type aluminum or steel, except where specifically required to be steel. Steel conduit shall be protected by overall zinc coating to inside and outside surfaces, applied by the hot dip, metallizing or sherardizing process. 2. Galvanized Rigid Conduit (GRC), shall be full weight threaded type aluminum or steel, except where specifically required to be steel. Steel conduit shall be protected by overall zinc coating to inside and outside surfaces, applied by the hot dip, metallizing, or sherardizing process. 3. Intermediate Metal Conduit (IMC), shall be hot -dipped galvanized in accordance with UL 1242 and meeting Federal Specification WWC-581 (latest revision). 4. Electrical Metallic Tubing (EMT), shall be zinc -coated steel with baked enamel or plastic finish on inside surfaces. 5. Flexible metal conduit shall be constructed of aluminum or hot -dipped galvanized steel strips wound spirally with interlocking edges to provide greatest flexibility with maximum strength. Interior surfaces shall be smooth and offer minimum drag to pulling in conductors. Used only as directed by the Engineer. 6. Liquid -tight conduit (Seal-Tite) shall be galvanized steel flexible conduit as above except with moisture and oil -proof jacket, pre-cut lengths and factory installed fittings. For outdoor installations and motor connection. 7. Electrical non-metallic tubing (ENT) and metal clad (MC) cable is not permitted. E. Fittings: 1. Condulet type fittings shall be smooth inside and out, taper threaded with integral insulating bushing and of the shapes, sizes and types required to facilitate installation or removal of wires and cables from the conduit and tubing system. These fittings shall be of metal, smooth inside and out, thoroughly galvanized, and sherardized cadmium plated. Cast conduit bodies are not acceptable. 2. Metallic condulet covers shall have the same finish as the fitting and shall be provided for the opening of each fitting where conductor do not pass through the cover. 3. Connector, coupling, locknut, bushings and caps used with rigid conduit shall be steel, threaded and thoroughly galvanized. Bushings shall be insulated. 4. EMT fittings, connectors and couplings, shall be steel, zinc or cadmium plated, raintight, threadless, compression or tap -on multiple point, steel locking ring type with insulated throat. 5. Flexible steel conduit connectors shall be malleable iron clamp or squeeze type or steel twist -in type with insulated throat. The finish shall be zinc or cadmium plating. 5. Die cast, set screw or indenter type fittings are not acceptable. WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Page 6 7. Conduit unions shall be "Erickson" couplings, or approved equal. The use of running threads will not be permitted. F. 600 Volt Conductors - Wire and Cable: 1. All conductors shall be stranded copper. Simpull type or equal. 2. Type THHN/THWN thermoplastic, 600 volt, UL approved, dry and wet locations, for conductor sizes up to and including #4 AWG. 3. Type XHHW cross-linked synthetic polymer, 600 volt, UL approved, for dry and wet locations, for conductor sizes #2 AWG. and above. 4. Cross-linked synthetic polymer, XHHW, 600 volts, UL approved, for installation underground, in concrete or masonry. 5. Wire and cable shall be new, manufactured not more than six (6) months prior to installation, shall have size, type of insulation, voltage rating and manufacturer's name permanently marked on outer covering at regular intervals. 6. Wire and cable shall be factory color coded by integral pigmentation with a separate color for each phase and neutral. Each system shall be color coded and it shall be maintained throughout. 7. Systems Conductor Color Coding: a. Power 480/277V, 3PH, 4W: (1) Phase A = Brown (2) Phase B = Orange (3) Phase C = Yellow (4) Neutral = Gray (5) Switchlegs = Purple (Switchlegs shall also be identified separately by numerical tags). (6) Travelers = Purple with Black stripe b. Power 208/120V, 3PH, 4W: (1) Phase =Black (2) Phase B = Red (3) Phase C = Blue (4) Neutral = White (5) Switchlegs = Purple (Switchlegs shall also be identified separately by numerical tags). (6) Travelers = Purple with Black stripe. c Ground Conductors: (1) Green d Communication: (1) As specified in Section 27 13 43. 8. All color coding for #4 conductor and above shall be as identified above, utilizing phase tape at each termination. 9. No conductors carrying 120 volt or more shall be smaller than #12 AWG. WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Page 7 G. Outlet Boxes: 1. For fixtures, boxes shall be galvanized, one-piece drawn steel, knockout type equipped with 3/8" fixture studs and plaster rings where required. 2. Unless otherwise noted on plan or specified herein, outlet boxes shall be 4" square x 2 1/8" deep, one- piece drawn steel, knockout type, mounted flush with in wall. Provide with plaster rings and wall plate. 3. For data and combination telephone/data system outlets, outlet boxes shall be 4 11/16" square x 2 1/8" deep, one-piece drawn steel, knockout type, mounted flush with in wall. Provided with plaster rings and leave outlet box ready for installation of Owner furnished wall plate. 4. For all other communication/signal system devices, outlet boxes shall be as recommended by the system manufacturer and provided complete with plaster rings and covers. 5. For locations where standard boxes are not suitable due to number and size of conduit to be terminated, special boxes shall be designed to fit space or meet other requirements and submitted for approval. 6. For surface mounting or exposure to wet or damp locations, outlet boxes shall be heavy cast aluminum or cast iron with threaded hubs; covers shall be watertight with gaskets and non-ferrous screws. 7. Floor boxes shall be cast iron, fully adjustable type, with flange and brass covers suitable for the outlets/connectors specified on plan and in the project manual. Boxes shall be suitable for terminating the conduit specified on plan. Wiremold Omnibox series or approved equal. H. Junction/Pull Boxes: 1. For interior dry locations, boxes shall be galvanized one-piece drawn steel, knockout type, with removable, machine screw secured covers. 2. For surface mounted locations, boxes shall be heavy cast aluminum or cast iron with removable, gasketed, non-ferrous machine screw secured covers. 3. All boxes shall be sized for the number and sizes of conductors and conduits entering the box and equipped with plaster rings where required. Switches/Dimmers/Sensors: 1. Standard single pole switches shall be flush tumbler, A.C. rated, quiet type, heavy duty back or side wired with binding screws, standard rocker Hubbell #1221, 20A, 120/277V, or approved equal, color as elected by Architect. Two pole three-way and other switches shall be similar. Refer to Device Plate Section of Specifications for other requirements. 2. Dimmers shall be provided with multi -function tap switch with small, raised rocker for dimmer adjustment. Dimmer shall perform the following functions: Rocker shall raise/lower light levels with the new level becoming the current preset level. Switch single tap raises lights to preset level or fades lights to off. Switch double tap raises light to full on level. Switch tap and hold slowly fades lights to off over an extended period. LEDs adjacent to tap switch indicate light level when dimmer is on, and function as locator light when dimmer is off. The contractor shall ensure the dimmers are fully compatible with the LED drivers being controlled. 3. Switches located outdoors or in damp or wet locations shall be the same as the standard switches listed herein, provided with steel locking weatherproof lift cover. 4. Switches controlling or disconnecting single phase motor loads in excess of 1/3HP shall be horsepower rated and approved or motor control service. Switches shall be complete with overload device of proper motor nameplate rating, where required. WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Page 8 5. Disconnect (safety) switches shall be fused, heavy duty type meeting NEMA Specifications. Switches shall be provided with rejection type fuse blocks. Provide switches with the number of poles, the voltage, current and horsepower ratings as required. Provide externally operable, quickmake, quick - break type mechanism with cover interlock and padlockable in either the open or closed position. Unless indicated otherwise, provide switches indoors in NEMA Type 1 enclosure and in NEMA Type 3R rain -tight enclosure where indicated to be outdoors or weatherproof. Provide nameplate indicating equipment served. Provide unit as manufactured by Challenger or approved equal Siemens or Westinghouse. 6. Wall mounted, switch type, combination sensor and dimmer shall be dual technology type with single or dual circuit to provide the control indicated on plan. Sensors shall provide minimum 900 square feet major motion and 400 square feet minor motion coverage. Sensor shall have a multi -function tap switch with small, raised rocker, for dimmer adjustment. Sensors shall be as manufactured by Lutron Maestro CL dimmer sensor or approved equal WattStopper or Leviton. Custom color as selected by the Architect. The contractor shall ensure the dimmers are fully compatible with the LED drivers being controlled. 7. All switches, dimmers and sensors shall be listed and certified by the California Energy Commission. J. Receptacles: 1. Convenience outlet shall consist of duplex convenience receptacle mounted in a 4" square outlet box in the wall, flush with the finish surface and shall be complete with wall plate. 2. Receptacles for convenience outlets, unless otherwise indicated, shall be industrial heavy duty type, duplex 3W grounding type, 20A, 125V, Hubbell -Bryant #5362-*. (*) color as selected by Architect. 3. Specialty receptacles, identified on plans, for use with Owner furnished equipment shall be provided complete with outlet box, wall plate and receptacle to match the configuration of the plug being provided with the subject equipment. K. Device Plates: 1. Shall be smooth thermoplastic wall plates, for the number of gang and types of openings necessary. Color shall be as selected by the Architect. 2. Plates shall be fitted, when specified for more than two gangs. 3. All switch and receptacle plates shall be engraved with related serving panel and circuit number identification on the front. 4. Plates for interior damp or wet areas, including kitchen/break rooms, shall be stainless steel, weatherproof, complete with neoprene gaskets. 5. Plates for receptacles connect to the emergency power distribution system shall be "red" in color, to match the device color, and shall be engraved with the panel and circuit number. L. Seismic Design and Anchoring of Electrical Equipment: Seismic anchorage of electrical equipment shall conform to C.C.R. Title 24, 2016 CBC. Anchorage details for roof/floor mounted equipment shall be as shown on plans. 3. PART 3 EXECUTION 3.1 PREPARATION AND INSTALLATION A. Installation of Conduit and Outlet Boxes: 1. All conduit shall be installed concealed in walls, floors or ceilings. Exposed conduit will not be permitted unless specifically approved in writing by the Architect/Engineer. When approved by the Architect/ Engineer exposed conduits shall be painted to match the finish of the wall or ceiling to which it is supported to. Exposed conduit shall be galvanized rigid steel conduit (GRC), or intermediate metal conduit (IMC). WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Page 9 2. Rigid conduit may be installed under floor slabs, under concrete sidewalls and as noted on the Drawings. Rigid conduit installed under slabs shall be 1" trade size minimum and shall be wrapped with 20 mil. polyvinyl chloride plastic tape. 3. All conduit except as hereinafter specified, installed in concrete or masonry walls, or damp or hazardous location, or subject to mechanical injury shall be heavy wall, threaded, galvanized rigid steel conduit (GRC), or intermediate metal conduit (IMC). 4. Flexible steel conduit shall only be permitted to be used at light fixture outlets and connections to vibrating electrical equipment. All flexible steel conduit runs shall be less than 6-0". All outdoor installation shall be made using liquid -tight flex with approved fittings. Use of flexible conduit shall be as approved by the Engineer. 5. Intermediate metal conduit (IMC), is approved for use in all locations as approved for GRC or EMT and in accordance with Article 345 of CEC and UL Information card #DYBY. 6. All conduit installed in the dry walls or ceilings of the building shall be steel tube (EMT), Galvanized Rigid Steel (GRC), or Intermediate Metal Conduit (IMC). 7. Conduit shall be run so as not to interfere with other piping fixtures or equipment. 8. The ends of all conduit shall be cut square, carefully reamed out to full size and shall be shouldered in fitting. 9. PVC conduit shall not be run in walls. 10. Where conductors enter a raceway in a cabinet, pull box, junction box, or auxiliary gutter, the conductors shall be protected by a plastic bushing type fitting providing a smoothly rounded insulating surface. 11. Where conduit extends through roof to equipment on roof area, this Contractor shall provide 24 gauge galvanized sheet metal flashing cones with 4" flanges on roof surface. This flashing shall be delivered to the roofing contractor for installation. The actual location of all such roof penetrations and outlet shall be verified by the Contractor. 12. All conduit concealed under floor slabs shall have joints painted with thread compound prior to makeup. No conduit shall be installed horizontally in concrete walls or floors. 13. All conduit shall be supported at intervals not less than 6'-0" and within 12" from any outlet and at each side of bends and elbows. Conduit supports shall be galvanized, heavy stamped, two hole conduit clamp properly secured. 14. Where conduit racks are used the rack shall consist of two piece conduit clamps attached to galvanized steel slotted channels, properly secured via threaded rods attached directly to the building structure. Refer to the Architectural and/or the Structural drawings for acceptable means of attaching to the structure. 15. Nail -in conduit supports will not be allowed. One piece set -screw type conduit clamps or perforated iron for supporting conduit will not be permitted. 16. Seismic Conduit Support: a. All conduit shall be supported in such a manner that it is securely attached to the structure of the building. Attachment is to be capable of supporting the tributary weight of conduit and contents in any direction. Maximum spacing of support and braces are to be as follows: CONDUIT TYPE MAXIMUM SPACING EMT, IMC 10'-0" GRC (3/4" thru 1 '/2") 10'-0" GRC (2" thru 2'/2") 16'-0" GRC (3" and larger) 20'-0" WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Page 10 17. All conduit runs shall be installed parallel or perpendicular to walls, structural members, or intersection of vertical planes and ceilings. Field made bends and offset shall be avoided where possible. Crushed or deformed raceway shall not be installed. 18. Open knockouts in outlet boxes only where required for inserting conduit. 19. Outlet boxes on metal studs shall be attached to metal hangers, tack welded or bolted to studs; on wood studs attachment shall be with wood screws, nails not acceptable. 20. All boxes shall be covered with outlet box protector, Appleton SB -CK. Keep dirt from entering box or panels. If dirt does get in, it shall be removed prior to pulling wires. 21. All conduit shall have a 200 Ib test poly -propylene pull line left in place for future use in all runs tagged with a plastic tag at terminating end indicating the location of the opposite end of the conduit. 22. All rotating electrical equipment shall be supplied with flexible, liquid -tight conduit with appropriate slack and shall not exceed thirty-six (36) inches. 23. All multiple conduit runs within suspended ceilings shall be suspended from building structure by means of unistrut hangers/rack, see note 14. Refer to note 13 for support of single conduit runs within suspended ceilings. Conduit shall not be allowed to lay on ceiling or be supported from ceiling suspension wires or other suspension system. 24. Provide complete conduit system for all line voltage systems. Provide conduit for low voltage systems installed over inaccessible ceilings and in rooms with no dropped ceilings. The Contractor shall coordinate the location of inaccessible or open ceilings with the Architectural Reflected Ceiling Plan and in the filed with the ceiling contractor. 25. Provide ceiling access panels for junction/pull boxes in stalled over inaccessible ceilings. B. Installation of Conductors: 1. All line voltage wire, including control circuits, shall be installed in conduit. 2. All communications wire/cable shall be listed for open wiring (without conduit) and shall be plenum rated. Communications wire/cable shall be supported by "J" hooks installed along the perimeter walls of the building or full -height interior walls. Low voltage wiring installed over inaccessible ceilings shall be installed in conduit. Conduit shall be sized for the quantity of wire/cables contained therein and in compliance with the CEC. 3. All line voltage circuits and feeder wires shall be continuous from the service point to terminal or farthest outlet. No joints shall be made except in pull, junction or outlet boxes, or in panel or switchboard gutters. 4. All low voltage wire/cables shall be continuous from the service point to terminal or farthest outlet. No joints will be allowed. 5. Thoroughly clean all conduit and wire -ways and see that all parts are perfectly dry before pulling any wires. No line voltage joint shall be made except in pull, junction or outlet boxes, or in panel or switchboard gutters. 6. Provide conduit only for routing of HVAC control wiring. Refer to Mechanical drawings for conduit requirements. 7. Install UL approved, fixture wire from all lighting fixture lamp sockets into fixture outlet or junction box. 8. Coordinate the routing and termination of wire/cables within the modular furniture with the furniture vendor/contractor. WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Page 11 C. Joints in 600 Volt Conductors: 1. Joints in 600 volt conductors smaller than No. 4 AWG shall be made with Scotchlok spring type connectors. Wires No 4 AWG and larger shall be joined together with approved type of pressure connector and taped with #33 3M tape, three (3) layers minimum to provide insulation not less than that of conductor. Connections to switch or busbar shall be made with one-piece copper lugs. Splicing of all 600 volt or less in-line connections #2 AWG through 350 MCM shall be made with 3M brand PST connector. 2. Joints/splices will not be permitted underground. D. Grounding: 1. Provide grounding for entire electric installation as shown on plans and as required by applicable codes. Included as requiring grounding are: a. Conduit. b. Neutral or identified conductors of interior wiring system. c. Non-current carrying metal parts of fixed equipment. 2. Grounding and bonding conductors shall be sized per the latest edition of the California Code of Regulations, Title 24, State of California and CEC. 3. Provide and install an equipment grounding conductor in all feeder and branch circuit conduits. 4. Building grounding system resistance to ground shall not exceed 25 ohm. E. Prefabricated Equipment: Installation of all prefabricated items and equipment shall conform to the requirements of the manufacturer's specifications and installation instruction pamphlets. Where code requirements affect installation of materials and equipment, the more stringent requirements, code or manufacturer's instructions and/or specifications, shall govern the work. END OF SECTION WLC/1614902 GENERAL ELECTRICAL REQUIREMENTS 26 00 00 Consultant 11/15/19 Addendum 2 Page 12 SECTION 27 13 43 NETWORK WIRE AND CABLING SYSTEM 1. PART 1 - GENERAL 1.1 SCOPE OF WORK A. All applicable portions of Section 26 00 00 shall apply to this section as though written herein completely. B. The work under this section includes all labor, materials, equipment, and accessories required to furnish and install a complete Network Wire and Cabling System as indicated on the drawings and as specified herein. C. All work shall be in compliance with the Police Department I.T. Department. 1.2 RELATED WORK Documents affecting work of this section include, but are not necessarily limited to, General Conditions, Supplementary Conditions and sections of Divisions 1 and 26 of these specifications. A. The work described by this part includes the furnishing of all materials, equipment, supplies, labor and the performing of all operations necessary for the installation of complete and operating systems. B. All conduits, outlet boxes, back boxes, junction boxes, terminal cabinets, backboards, wiring, cables, equipment, devices, etc., shall be furnished and installed complete under this section. Conduit and junction box sizes shall be determined by the Installing Communications Contractor for the particular wire and cable fills required for the systems installed. (Conduit sizes shall comply with the California Electrical Code). The entire responsibility of the system, including the installation, operation, function, testing and maintenance for one (1) year after final acceptance under this section shall be the responsibility of the communications contractor. C. The Installing Communications Contractor shall furnish and install all equipment, cables, devices, and other materials even though not specifically mentioned herein, which are necessary for the proper integration of the system so that the system shall perform the functions listed herein in compliance with all specified requirements. 1.3 GENERAL REQUIREMENTS A. The Installing Communications Contractor shall hold a valid State of California C-7 License, shall have completed at least 20 projects of equal scope, shall have been in business of furnishing and installing communication systems of this type for at least five years, and capable of being bonded to assure the owner of performance and satisfactory service during the guarantee period. B. The Installing Communications Contractor shall be a factory authorized distributor and warrantee station for the brand of equipment offered and shall maintain a fully equipped service organization capable of furnishing adequate repair service to the equipment. The Installing Communication Contractor shall maintain a spare set of all major parts for the system at all times. All circuit boards, amplifiers and control sub systems shall be 100% backed up with stock at contractors' shop. C. Installing contractor shall be a Systimax GigaSPEED certified installer or approved equal Amp DN&I, Panduit Certification Plus, Leviton/Berk-Tek or Belden CDT and shall provide a 20 year application warranty. All products provided and installed by the certified installer shall be of the type and manufacturer required to meet the warranty criteria. WLC/1614902 NETWORK WIRE AND CABLING SYSTEM 27 13 43 (Consultant 11/15/19) Addendum 2 Page 1 1.4 SUBMITTAL AND MANUALS A. Comply with all requirements of the General Conditions, Supplementary Conditions and applicable sections of Divisions 1 and 26 of these specifications. B. Additional requirements of this section are: 1. Within thirty-five (35) calendar days after the date of award of the Contract, the Contractor shall submit to the Architect for review, eight copies of a complete submission. 2. The submission shall consist of five major sections with each section separated with index tabs. Each page in the submission shall be numbered chronologically and shall be summarized in the index. 3. The first section shall be the "Index" which shall include the project title and address, name of the firm submitting the proposal and name of the Architect. 4. The second section shall include a copy of the Installing Communication Contractors valid C-10 California State Contractors License, letters of factory authorization and guaranteed service, list of 20 projects of equal scope and list of proposed instrumentation to be used by the Contractor. 5. The third section shall contain the comparative specification listing, including a complete listing of the characteristics of the equipment to be furnished next to all of the specified equipment's features and functions as stated in the specifications and data sheets. 6. The fourth section shall contain an original factory data sheet for every piece of equipment in the specifications. 7. The fifth section shall contain a wiring designation schedule for each circuit leaving each piece of equipment and drawings showing system wiring plans. 8. The submittal shall also include, but not be limited to, floor plans indicating location of equipment, system devices, block diagram, required wire/cable between equipment and devices, wiring/connection diagrams and a written description of the system operation and functions. C. The Contractor shall provide two copies of an "Operating and Servicing Manual" for the system. The manuals shall be bound in flexible binders. All data shall be printed material or typewritten. Each manual shall include the following: Instructions necessary for the proper operation and servicing of the system; complete as -built installation drawings of the system; a wiring destination schedule for each circuit leaving for each piece of equipment; a schematic diagram of major components with all transistor and IC complements and replacement number. 2. PART 2 EQUIPMENT 2.1 NETWORK WIRE AND CABLE SYSTEM A. Provide all necessary labor, equipment and materials for a complete system. B. Copper Wire Cable (unshielded twisted pairs): 1. Provide Category 6 (4 pair) cables from each data system outlet indicated on the drawings to the nearest IDF/MDF. 2. Category 6 cables shall be copper wire, individually insulated and color coded, with an overall non-conductive, with required rated jacket as manufactured by AMP, WestPenn, Belden, Mohawk, CommScope, Berk -Tek, or AT&T and meet EIA/TIA 568B wiring standard. 3. All cables installed underground will be duct rated for that use. 4. Cables for data/computer network applications shall have a "blue" outer jacket WLC/1614902 NETWORK WIRE AND CABLING SYSTEM 27 13 43 (Consultant 11/15/19) Addendum 2 Page 2 5. Cables for voice/telephone applications shall have a "white/beige" outer jacket. C. System Outlets 1. Each Data outlet shall be cabled with (2) 4 pair, category 6, 24 AWG cable indicated on plan. Cable shall terminate on RJ45 jacks equipped with 110 type terminations, and on the data category 6 patch panels, using 110 type hardware. Data terminations will be allocated to specific termination areas and use colored designation strips. 2. Each wall mounted Voice/Telephone outlet shall be cabled with one (1) 4 pair, category 6, 24 AWG cables terminating on RJ45 jacks equipped with 110 type terminations, and on the 66 blocks. Cable terminations will be allocated to specific termination areas and use colored designation strips. 3. Provide faceplates to accommodate the quantity of cables/RJ45jack inserts installed at each outlet and provide required blanks. 4. Inserts for data/computer network applications shall be "blue". D. Provide the following rack mounted equipment and networking distribution equipment (IDF/MDF): 1. Patch panels, to match existing, as required to terminate all Cat 6 cables indicated on plans plus 20% spare. 2. Provide a Category 6 patch cord for each position in use. E. Copper Wire Cable Installation: 1. Provide 18 inches of cable slack at computer data system outlets. 2. The minimum bending radius for all cables and the maximum pulling tension shall not exceed manufacturers recommendations. 3. Cables installed on terminal backboards shall be installed on wall mounted cable support racks. 4. Provide a full 360 degree loop of cable around pull box interiors. 5. Cable pulling shall use a split mesh grip over the cable jacket, connection directly to copper wire conductors shall not occur. 6. A dynameter to measure pulling tension shall be used on all cable runs in excess of 200 feet or more with 180 degrees in bends. The actual pulling tension value shall be calculated and recorded for each pull. 7. Pulling eyes on copper conductor shall not be used. 8. Cable pulling lubricants shall be continuously applied to all cables and be specifically approved by the cable manufacturer. 9. For each cable pull where a cable direction changes is required, flexible feed -in tubes, pullout devices, multi-segmented sheaves, etc. shall be used to insure proper cable pulling tensions and side wall pressures. Cables shall not be pulled directly around a short right angle bend. Any device or surface the cable comes in contact with when under pull -in tension shall have a minimum radius 50% greater than the final specified minimum installed cable bending radius. 10. Separation of individual twisted pair to be no more than .5" from termination point. WLC/1614902 NETWORK WIRE AND CABLING SYSTEM 27 13 43 (Consultant 11/15/19) Addendum 2 Page 3 F. Splicing of cables or conductors is not permitted. G. All cables, outlets and terminations shall be labeled and designated in accordance with the Police Department I.T. standards. H. The labor employed by the contractor shall be regularly employed in the installation and repair of communication systems and shall be acceptable to the owner and architect to engage in the installation and service of this system. I. Each individual copper wire conductor in all terminated and unterminated cables provided in the contract shall be tested after installation, splicing and termination is completed. Testing shall be done by an independent testing laboratory. J. Upon completion of above tests Contractor is to submit a report presenting test results for all measurements. With the report, submit written certification that the installation conforms to specifications. Provide data in Microtest format. K. Test Parameters: 1. Category 6 cables shall be tested to meet EIA/TIA 568-B.1 and 568-B.2, 250 MHz performance specifications and for continuity, opens, breaks, shorts, and grounds, near end cross talk, impedance, capacitance, and resistance. 2. Any cable not meeting the specifications shall be replaced by the Contractor at no charge to the contract. L. LAN Electronics for Data Network: Provided and installed by the Police Department IT Department. 3. PART 3 -EXECUTION 3.1 INSTALLATION A. The wiring of the system shall be executed in accordance with the drawings and the equipment manufacturer's wiring diagrams. Should any variations in these requirements occur, the contractor shall notify the architect before making any changes. It shall be the responsibility of the factory authorized distributor of the approved equipment to install the equipment and guarantee the system to operate as per plans and specifications. B. Maximum distance for UTP cable is 300 feet. Contractor shall verify distances between the IDF/MDF and the system outlets after the installation of the conduits and back boxes is complete. Where distances exceed 250 feet the contractor shall provide an intermediate distribution frame (I DF) to serve the affected outlets. C. Six strand multi -mode fiber-optic cable shall be used for distribution of data communications between MDFs and IDFs. D. Copper CAT 6 cable shall be used to connect each data outlet/connector to the serving MDF/IDF within buildings. E. Furnish all conductors, equipment plugs, terminal strips, etc., and labor to install a complete and operable system. F. The cables within the rack or cabinets shall be carefully cabled and laced with T&B model ty rap series 500 cable straps. All cables numbered for identification. G. Splices in conductors is not permitted. WLC/1614902 NETWORK WIRE AND CABLING SYSTEM 27 13 43 (Consultant 11/15/19) Addendum 2 Page 4 H. The labor employed by the contractor shall be regularly employed in the installation and repair of communication systems and shall be acceptable to the owner and architect to engage in the installation and service of this system. The contractor shall thoroughly clean all equipment and materials. All exposed parts of the equipment, cabinets, and other equipment shall be left in a clean condition, unblemished and free of all dirt, dust, smudges, spots, fingerprints, etc., The contractor shall remove all debris and rubbish occasioned by the electronic systems work from the site. The contractor shall thoroughly clean all buildings of any dirt, debris, rubbish, marks, etc., Caused by the performance of this work. The contractor shall provide not less than eight (8) hours for instruction of personnel in the operation and maintenance of the systems. This instruction time shall be divided a directed by the Owner. K. The contractor shall be responsible for reviewing the plans and specifications to ensure each room, where data network equipment is to be installed, has sufficient space to accommodate the system cabinets, equipment and terminations while maintaining code mandated clearances about said equipment. The contractor shall identify problem areas prior to bid, include all costs required for corrective measures in his bid and submit alternate equipment and materials suitable for the installation to the Architect/Engineer for acceptance as part of the product submittal process. 3.2 WARRANTY A. The entire system shall be warranted free of mechanical or electrical defects for a period of one (1) year after final acceptance of the installation. Any material showing mechanical or electrical defects shall be replaced promptly at no expense to the purchaser. B. The contractor shall maintain a competent service organization and shall, if requested, submit a service maintenance agreement to the owner after the end of the guarantee period. C. A typewritten notice shall be posted at the equipment rack which shall indicate the firm, address and telephone number to call when service is necessary. The notice shall be mounted in a neatly finished metal frame with a clear plastic window and securely attached to the inside of the door. 3.3 TESTING A. Provide all instruments for testing and demonstrating in the presence of the owner's inspector that the frequency response is as stated in the factory data sheets. Check all circuits and wiring to verify they are free of shorts and grounds. Perform all tests stated in each separate system specification. B. The owner reserves the right to make independent tests of all equipment furnished to determine whether or not the equipment complies with the requirements specified herein and to accept or reject any or all of the equipment on the basis of the results thereby obtained. END OF SECTION WLC/1614902 NETWORK WIRE AND CABLING SYSTEM 27 13 43 (Consultant 11/15/19) Addendum 2 Page 5 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com 0 c� O a') �+ Q — U U) . U O O _U E � m .� OO 0° o 0 O� -t Q p Jc: O Q c o U a) z Z M O O � c� a—(D co U) Z o rll-_ 00 KELLEY NEEDHAM C-19064 k k 03/31121 �Q CONSULTANT 2 1/23/2020 NOTES: 1. ANYTHING NOT IDENTIFIED AS EXISTING (E) SHALL BE NEW (N). PROTECT IN PLACE EXISTING FRAMED WALL. PREPARE :::::• ::::::: :::::::::::::.......................................................................................................................................................................... . 37 GUN RANGE 1 BUILDING SECTION _ _ A-4.1 SHEET NUMBER 2. GUN RANGE EQUIPMENT INSIDE ROOM 37 SHALL BE DEFERRED APPROVAL TO RECEIVE (N) FINISH. 37.1 VESTIBULE 1 DETAIL NUMBER SHEET NUMBER NO DATE PACKAGE. CONTRACTOR SHALL SUBMIT ENTIRE PACKAGE TO CITY OF NEWPORT BEACH BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 1 -HR RATED WALL WHERE INDICATED, TYP. 37.2 RANGE MASTER OFFICE 38 ARMORY A-8.1 O DOOR IDENTIFICATION EXISTING CONCRETE/ CMU WALL TO RECEIVE NEW PAINT FINISH @ SCOPED ROOM SIDE, TYPICAL. OWINDOW IDENTIFICATION 1 -HR RATED WALL WHERE INDICATED, TYP. 0000 REFERENCE NOTE EXISTING CONCRETE/ CMU WALL 100 L WOODWORK INSTITUTE REFERENCE NUMBER (N) FURRED WALL WITH 3-5/8" METAL STUD @ 16" O.C. AND 5/8" TYPE X GYPSUM BOARD FINISH +8'-0" A.F.F. ELEVATION SYMBOLS +8'-0" A.F.F+ 100 ROOM NAME NOTES: 1. GYPSUM BOARD SURFACE PREPARATION: - WHERE SURFACE IS PAINTED: PROVIDE LEVEL 4 TREATMENT GRAPHIC SYMBOLS 21 13 GENERAL NOTES 9 LEGEND 5 ROOM LEGEND 1 0095 0080 PROTECT IN PLACE (E) SHOTGUN CABINET 0081 BULLET TRAP 0082 BALLISTIC RUBBER TILE OVER (E) WALLED 0083 SOLID COMPOSITE CASEWORK WITH S.S. COUNTERTOP 0095 0097 0084 AIR COMPRESSOR 0082 0082 0085 QUICK AIR DISCONNECT 0096 0086 (N) ARMORY DOOR AND FRAME 0082 Doss 8 0087 (N) HM DOOR AND FRAME — _ _ A-2.1 37.2 0088 CEILING GUARD, AR -500 BY SRI 0081 o TYP.(5) 0089 ACOUSTIC DURA -PANEL BY RANGE SYSTEM, UNDERSIDE OF ENTIRE (E) GYPSUM BOARD CEILINGED 0092 3'-2" 37 0090 REINSTALL (E) GUN CLEARING BARREL. VERIFY LOCATION WITH OWNER 0082 0092 RANGE CONTROL STATION 0093 FURRED WALL WITH 2X4 @ 16" O.C. i 0090 0094 (N) P -LAM FINISH ON EXPOSED UNFINISHED SURFACE F 0085 0096 0082 TYP.(2) 0095 PAINT (E) MASONRY WALL WITH "DRYLOK EXTREME" WATERPROOFER 0093 37.1 0096 SIDE STEEL PANEL, AR500 BY RANGE SYSTEM 02 O 0083 0097 SAW CUT &REMOVE (E) WALL 1-1/2"D X 8"W. COORD W/ RANGE SYSTEM ------------------------------------------------------- A.0098 SAW CUT & REMOVE (E)FLOOR 1"DX8"W.000RDW/RANGE SYSTEM 0087 I I I o� 0086 0084 3'-0" II I 0080 0094 I 38 I I PROJECT TRUE NORTH NORTH N GUN RANGE - REMODEL FLOOR PLAN 6 0088 0089 0088 0081 0 GUN RANGE - REMODEL SECTION 1/4"= 1'-o" 8 REFERENCE NOTES 4 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com 0 c� O a') �+ Q — U U) . U O O _U E � m .� OO 0° o 0 O� -t Q p Jc: O Q c o U a) z Z M O O � c� a—(D co U) Z o rll-_ 00 KELLEY NEEDHAM C-19064 k k 03/31121 �Q CONSULTANT 2 1/23/2020 ADDENDUM 2 NO DATE BY DESCRIPTION [4, REVISIONS DRAWN: CHECKED: KN DATE: 1/25/2020 SCALE: AS NOTED PROJECT NUMBER: 1614902 REMODEL FLOOR PLAN AND SECTION DRAWING q 2.1 NUMBER: — Z w 0 0 Q 13 LEGEND PATCH, REPAIR (E) GYPSUM BOARD CEILING. PROVIDE LEVEL 4 FINISH. PAINTED. 2 NEW LIGHT FIXTURE/ ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION k" GUN RANGE - REMODEL CEILING PLAN PROJECT TRUE NORTH NORTH N ROOM LEGEND I 1 0088 CEILING GUARD, AR -500 BY SRI 1/4" = 1--o° 1 $ 1 REFERENCE NOTES 1 4 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com O c0 O O') Q — U U) . U O O a E O O 0° o O jC O cL c (1) U a) z c:z 0(0'� O m� _> c� m a -(D ca -0 O � U) Z O ti 00 ARCy�, KELLEY NEEDHAM C-19064 k Dai: 03131121 �Q CONSULTANT 2 1/23/2020 37 GUN RANGE 37.1 VESTIBULE 37.2 RANGE MASTER OFFICE 38 ARMORY ROOM LEGEND I 1 0088 CEILING GUARD, AR -500 BY SRI 1/4" = 1--o° 1 $ 1 REFERENCE NOTES 1 4 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com O c0 O O') Q — U U) . U O O a E O O 0° o O jC O cL c (1) U a) z c:z 0(0'� O m� _> c� m a -(D ca -0 O � U) Z O ti 00 ARCy�, KELLEY NEEDHAM C-19064 k Dai: 03131121 �Q CONSULTANT 2 1/23/2020 ADDENDUM 2 NO DATE BY DESCRIPTION ® REVISIONS DRAWN: CHECKED: KN DATE: 1/25/2020 SCALE: AS NOTED PROJECT NUMBER: 1614902 REMODEL CEILING PLAN DRAWING q 2.2 NUMBER: — Z w 0 0 Q #ROOM NAME cwn m 00 J WAINSCOT WALLS 2 W_ S rYofO O W w ? w MATERIAL/FINISH ABBREVIATIONS B = BALLISTIC RUDDER TILE OVER (E) WALL CONC = EXPOSEDCONCRETE U ATCH AND PAINT EXISTING CMU WALL E OAI - D, PAINTED RES = RESILIENT BASE/RFSILI ENT FLOORING orf z j cOi, 5nc~n z c0i� C/1 Lu REMARKS 2 DATE 01/23/2020 SCALE AS NOTED 37 GUN RANGE BRT EPX - - - - BRT BRT BRT GYP ADDENDUM #2 NOTES 3,4 37.1 VESTIBULE RES RES - - - - CMU GYP GYP CMU 13/A8.1 NOTE 5 2 37.2 RANGE MASTER OFFICE RES RES - - - - GYP GYP GYP CMU NOTE 38 ARMORY RES RES - - - - CMU CMU CMU CMU 18/A8. NOTE 5 GENERALNOTES 1. ALL GYPSUM BOARD WALLS AND CEILINGS SHALL RECEIVE LEVEL 4 TREATMENT, MATCHING TEXTURE, AND NEW PAINT FINISH. 2. EXISTING PAINT OF ALL CMU WAL S SHALL BE REMOVED. ALL CMU WALLS SHALL RECEIVE NEW PAINT. 2 3. ENTIRE BOUT AND EAST WALL ROOM 37 GUN RANGE SHALL RECEIVE "DRYLOK EXTREME" MASONRY WATERPROOFER U ED EBONITE LABORATORIES PRIOR TO THE INSTALLATION OF WALL FINISH. 4. SHOTBLAST AND REMOVE EXISTING FLOOR COATING/FINISH. PROVIDE EPDXY COATING SYSTEM COMPOSED OF "STONCHEM EPDXY PRIMER" AND "STONKOTE HT4" BY STONEHARD. 5. ALL THE ROOMS SCHEDULED TO RECEIVE RESILIENT FLOORING SHALL BE SHOTBLASTED TO REMOVE EXISTING ADHESIVE ON CONCRETE SLAB, AND SHALL RECEIVE "ARDEX MC RAPID" MOISTURE MITIGATION SYSTEM PRIOR TO INSTALLATION OF RESILIENT FLOORING. 2 Q FINISH SCHEDULE AND NOTES DRAWN REF. A-5.1 SOUTHERN CALIFORNIA NEWPORT BEACH PD GUN RANGE REMODEL CHECKED 8163 ROCHESTER AVENUE, SUITE 100 CA CALIFORNIA 91730-0G729 NEWPORT BEACH, CA DATE 01/23/2020 SCALE AS NOTED TEL: 909-987-0909 w Avlcarchitects.com ADDENDUM #2 KIA 1614902 'I IL_InD CALIFORNIA GREEN BUILDING STANDARDS NOTES ENTIRE INSTALLATION SHALL COMPLY WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE INCLUDING THE FOLLOWING APPLICABLE MANDATORY MEASURES: 1. 5.504.1.3 - PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, CONTRACTOR SHALL USE MERV 8 MINIMUM RETURN AIR FILTERS. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY. 2. 5.504.4.3 - CONTRACTOR SHALL COVER ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY DURING STORAGE AND CONSTRUCTION AND UNTIL FINAL STARTUP. 3. 5.504.5.3 - MERV 8 FILTERS ARE REQUIRED FOR HVAC SYSTEMS SERVING REGULARLY OCCUPIED AREAS AND AS INDICATED IN THESE PLANS. 4. 5.504.7 - OUTDOOR SMOKING AREAS SHALL BE MINIMUM 25-0" FROM ALL BUILDING ENTRIES, OUTDOOR AIR INTAKES, AND OPERABLE WINDOWS. 5. 5.505.1 - INSTALLATION SHALL COMPLY WITH CBC SECTION 1203 AND CHAPTER 14 FOR INDOOR MOISTURE CONTROL. 6. 5.506.2 - DEMAND CONTROL VENTILATION REQUIRED FOR ALL DENSELY OCCUPIED SPACES PER 2013 CALIFORNIA ENERGY CODE REQUIREMENTS. 7. 5.508.1 - HVAC, REFRIGERATION, AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN CFCS OR HALONS. AIR DISTRIBUTION SCHEDULE CONNECTED TO CLEAN PD DIRTY PD MANUF & HOUSING DIMENSIONS FILTER MODEL # CFM MAX. NECK MAX. T. P. ® CAMFIL MULTITRACK 25 EF 1 SYM. 2.70 9,300 NECK SIZE FACE SIZE HEPA 250 1,2,3,42 M-3.1CAMFIL TYPE DAMPER REMARKS SF(4) 1 0.27 MODEL 9,000 60"H x 48"W x 4"D RANGE VELOCITY N.C. DROP M-3.1 MVD MANUAL VOLUME DAMPER f BDD BACKDRAFT DAMPER O SFD SMOKE / FIRE DAMPER - FD FIRE DAMPER Q DL DOOR LOUVER U.C. UC UNDERCUT DOOR 3/4" RS BORDER TYPE 1 _ -RL- RL REFRIGERANT LIQUID LINE CD CD CONDENSATE DRAIN W S. D. SMOKE DETECTOR © FOR GYP. BOARD CEILING POINT OF CONNECTION QT PRICE 510 30"X24" 32"X26" 1670-2790 500 25 .057 LOUVERED MVD OS SD -1 �D PD PRESSURE DIFFERENTIAL SWITCH QS S SWITCH 0. C. ON CENTER n , PROVIDE SQUARE TO ROUND INSIDE DIAMETER 0. D. OUTSIDE DIAMETER W/ WI TH S/M SHEET METAL ADAPTER FOR ALL STAINLESS STEEL o G. C. GENERAL CONTRACTOR LEGEND VENT THRU ROOF OBD OPPOSED BLADE DAMPER CFM SD SUPPLY DIFFUSER NOTES: - E SR SUPPLY REGISTER 1. NOT ALL DIFFUSER/GRILLE TYPES OR SIZES MAY BE USED ON THIS PROJECT. M AIR DISTRIBUTION RG RETURN GRILLE ITEMS FURNISHED BY ELECTRICAL CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. ® DEVICE EG EXHAUST GRILLE CBD COUNTER -BALANCE DAMPER TG TRANSFER GRILLE LTER BANK SCHEDULE LGLIDEPACK MANUFACTURER & MODEL # CONNECTED TO CLEAN PD DIRTY PD RATED CFM HOUSING DIMENSIONS FILTER MODEL # FILTER RATING WT (LBS) REMARKS ANCHORAGE DETAIL ® CAMFIL MULTITRACK 25 EF 1 1.35 2.70 9,300 60"H x 48"W x 11.5"D (4) 01XH-24Z24Z12 (2) 01XH-24Z12Z12 HEPA 250 1,2,3,42 M-3.1CAMFIL 2.0 (L) DEPACK MULTITRACK 13 SF(4) 1 0.27 0.54 9,000 60"H x 48"W x 4"D 059413-001 (2) 059413-002 MERV 8 - 1, 2, 3 M-3.1 MVD 1. MAGNEHELIC GAUGES 2. STATIC PRESSURE TAPS 3. SIDELOCK FILTER HOUSING. 4. HIGH-PRESSURE CONSTRUCTION. LEGEND SYMBOL_ ABBR. DESCRIPTION ® - SUPPLY AIR RISER ® - RETURN AIR RISER ® - EXHAUST AIR RISER ® SAG SUPPLY AIR GRILLE ® RAG RETURN AIR GRILLE ® EAG EXHAUST AIR GRILLE ElSWR UTILITY SIDEWALL REGISTER 2.0 (L) LINED DUCTWORK 4.62 - FLEXIBLE CONNECTION DIRECT FC FLEXIBLE CONNECTION Y7171-171f/7i - DEMO DUCT (SEE PLAN) ' MVD MANUAL VOLUME DAMPER f BDD BACKDRAFT DAMPER O SFD SMOKE / FIRE DAMPER - FD FIRE DAMPER Q DL DOOR LOUVER U.C. UC UNDERCUT DOOR 3/4" RS RS REFRIGERANT SUCTION LINE -RL- RL REFRIGERANT LIQUID LINE CD CD CONDENSATE DRAIN W S. D. SMOKE DETECTOR © P.O.C. POINT OF CONNECTION QT T -STAT THERMOSTAT OH H HUMIDISTAT TS TS TEMPERATURE SENSOR OS OS OVERRIDE SWITCH �D PD PRESSURE DIFFERENTIAL SWITCH QS S SWITCH 0. C. ON CENTER n , 1. D. INSIDE DIAMETER 0. D. OUTSIDE DIAMETER W/ WI TH S/M SHEET METAL S/S STAINLESS STEEL o G. C. GENERAL CONTRACTOR VTR VENT THRU ROOF OBD OPPOSED BLADE DAMPER FSC FAN SPEED CONTROL E ITEMS FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR AS SPECIFIED ON THE ELECTRICAL CONTRACT DOCUMENTS O M ITEMS FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR AS SPECIFIED ON THE MECHANICAL CONTRACT DOCUMENTS M Q EM ITEMS FURNISHED BY ELECTRICAL CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. ® ME ITEMS FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. CBD COUNTER -BALANCE DAMPER D. S. FAN SPEED CONTROL ®S FSC DOOR SWITCH SUPPLY FAN SCHEDULE SYM MFR &MODEL # AREA SERVICED FAN TYPE CFM ESP (IN. WG) TSP (IN. WG) FAN RPM BHP HP MOTOR RPM MOTOR TYPE ELECTRICAL WEIGHT (LBS) REMARKS WIRING DETAIL ANCHORAGE DETAIL V PH SF \-L-/ GREENHECK USF -27 TARGET RANGE 37 UTILITY 9,000 2.0 2.0 1,048 4.62 7.5 1,725 DIRECT 208 3 850 1, 2, 3 3 M-3.1 1 M-3.1 1. VFD 2. BACKDRAFT DAMPER 3. RESTRAINED SPRING ISOLATORS EXHAUST FAN SCHEDULE SYM MFR &MODEL # AREA SERVICED FAN TYPE CFM ESP (IN. WG) TSP (IN. WG) FAN RPM BHP HP MOTOR RPM MOTOR TYPE ELECTRICAL WEIGHT (LBS) REMARKS WIRING DETAIL ANCHORAGE DETAIL V PH EF \-L-/ GREENHECK USF -27 TARGET RANGE 37 UTILITY 9,300 7.0 7.0 1,717 14.0 15.0 1,770 DIRECT 460 3 740 1, 2, 3 3 M-3.1 1 M-3.1 1. VFD 2. BACKDRAFT DAMPER 3. RESTRAINED SPRING ISOLATORS 1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA MECHANICAL CODE, 2016 CALIFORNIA BUILDING CODE, AND ALL OTHER APPLICABLE CODES AND REGULATIONS, INCLUDING 2016 CALIFORNIA ENERGY CONSERVATION STANDARDS DIVISION T-24. 2. COORDINATE ENTIRE INSTALLATION OF THE HVAC SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBILE TO COORDINATE ITEMS TO BE PROVIDED BY OTHER TRADES WHERE MENTIONED IN THE CONTRACT DOCUMENTS PRIOR TO BID - NO EXCEPTIONS. 3. COORDINATE THE LOCATIONS OF ALL CEILING DIFFUSERS, REGISTERS, AND GRILLES WITH THE ARCHITECTURAL REFLECTIVE CEILING PLAN, ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL ROOM ELEVATIONS. THE ARCHITECT AND ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY CONFLICTS PRIOR TO FABRICATION AND INSTALLATION. 4. ALL EQUIPMENT, DUCTS, PIPING, AND OTHER DEVICES AND MATERIALS INSTALLED OUTSIDE OF THE BUILDING OR OTHERWISE EXPOSED TO THE WEATHER SHALL BE COMPLETELY WEATHER -PROOFED AND PAINTED TO MATCH, COORDINATE WITH ARCHITECT PRIOR TO PAINTING. 5. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH AND BE CONSIDERED TO BE PART OF A SEPARATE AND COMPLETE MECHANICAL SPECIFICATION. 6. ALL DIMENSIONS SHOWN ON THESE PLANS ARE APPROXIMATE AND MUST BE CONFIRMED ON SITE. 7. PRIOR TO OCCUPANCY, THE ENTIRE H.V.A.C. SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH (AABC) ASSOCIATED AIR BALANCE COUNCIL STANDARDS BY AN INDEPENDANT AIR BALANCE CONTRACTOR. CERTIFICATION SHALL BE PROVIDED BY THE CONTRACTOR FOR AIR AND HYDRONIC AS APPLICABLE. SYSTEMS SHALL BE BALANCED AS INDICATED ON PLANS INCLUDING FRESH AIR VENTILATION. WHERE THERE IS A CONFLICT WITH THE MECHANICAL PLANS, THE AIR BALANCE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO BALANCING OF SYSTEM. IF NOT THE AIR BALANCE CONTRACTOR SHALL BEAR ALL COSTS INCURRED FOR WORK THAT MUST BE RE -BALANCED DUE TO CONFLICTS ON CONTRACT DOCUMENTS. CONTRACTOR SHALL PROVIDE THREE COPIES OF THE AIR BALANCE REPORT TO THE ENGINEER FOR APPROVAL. 8. FOR INACCESSIBLE AREAS THE CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR ALL DAMPERS, EQUIPMENT, SMOKE DETECTORS, AND CONTROL DEVICES. THESE PANELS SHALL MATCH THE RATING OF THE WALL AND/OR CEILING THAT THEY ARE LOCATED IN. MINIMUM ACCESS PANEL SIZES SHALL BE AS FOLLOWS: 1) HAND ACCESS: 12"x12" 2) BODY ACCESS: 30"x30" MIN. WHERE A LARGER ACCESS SIZE IS REQUIRED DUE TO INSTALLATION CONSTRAINTS, THE CONTRACTOR SHALL DO SO AT NO ADDITIONAL COST AND SHALL NOTIFY THE ARCHITECT AND ENGINEER OF DEVIATIONS PRIOR TO INSTALLATION. 9. COORDINATE THE LOCATION OF ALL ROOF OPENINGS AND THE LOCATION OF ALL ROOF MOUNTED EQUIPMENT WITH THE STRUCTURAL AND ARCHITECTURAL PLANS PRIOR TO ANY INSTALLATION. 10. PLATFORMS, CURBS, AND FLASHINGS FOR MECHANICAL EQUIPMENT SHALL BE AS INDICATED ON THE STRUCTURAL AND ARCHITECTURAL PLANS, UNLESS NOTED OTHERWISE. WHERE THERE IS A CONFLICT WITH THE MECHANICAL PLANS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND INSTALLTION. 11. ALL EQUIPMENT, ACCESSORIES, AND RELATED PIPING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 12. MAINTENANCE LABEL SHALL BE AFFIXED TO ALL MECHANICAL EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE OWNER'S USE. 13. PROVIDE MERV 11 FILTERS FOR ALL AIR CONDITIONING UNITS. SEE EQUIPMENT SCHEDULE AND SPECIFICATIONS FOR TYPE. SIZES SHALL BE AS RECOMMENDED BY THE MANUFACTURER, UNLESS OTHERWISE SPECIFIED. 14. AIR FILTERS SHALL BE STATE FIRE MARSHALL APPROVED AND LISTED. PREFORMED FILTERS HAVING COMBUSTIBLE FRAMING SHALL BE TESTED AS A COMPLETE ASSEMBLY. AIR FILTERS SHALL BE ACCESSIBLE FOR CLEANING OR REPLACEMENT. 15. ALL EQUIPMENT WITH MOVING PARTS SHALL BE PROVIDED WITH FLEXIBLE DUCT AND PIPE CONNECTIONS. 16. ALL EQUIPMENT SHALL BE LABELED AS TO THE SPACE IT SERVES. SEE PLANS AND SPECIFICATIONS FOR IDENTIFICATION STANDARDS. 17. ALL HVAC EQUIPMENT SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION TO COMPLY WITH LATEST EFFICIENCY STANDARDS. 18. AC UNITS PROVIDED WITH ECONOMY CYCLE DAMPERS SHALL HAVE DAMPERS SET UP TO CLOSE AUTOMATICALLY ON FAN SHUTDOWN. 19. PROVIDE MANUAL VOLUME DAMPERS AND BACKDRAFT DAMPERS FOR FRESH AIR INTAKES ON ALL AIR HANDLING EQUIPMENT AND EXHAUST FANS SERVING CONDITIONED SPACES. EXCEPTION: EQUIPMENT WITH FACTORY ECONOMIZERS. 20. ALL FRESH AIR INTAKES SHALL MEET CODE REQUIRED CLEARANCES FROM EXHAUST, FLUE, FUEL BURNING APPLIANCE AND PLUMBING VENT OUTLETS. FOR GAS/ELECTRIC AIR CONDITIONING UNITS WHERE THE CODE REQUIRED CLEARANCES ARE NOT MET, A FACTORY FLUE GAS DEFLECTOR AND EXTENSION SHALL BE USED TO MINIMIZE THESE CLEARANCES. CONTRACTOR SHALL DETERMINE LOCATIONS WHERE REQUIRED PRIOR TO BID. THIS SHALL BE PROVIDED AT NO ADDITIONAL COST. 21. ALL AIR HANDLING EQUIPMENT SERVING CONDITIONED SPACES SHALL PROVIDE CONTINUOUS FRESH AIR TO SPACES IN OCCUPIED MODE. 22. CONTRACTOR SHALL VERIFY ALL CLEARANCES AND AVAILIABLE SPACE FOR DUCTWORK PRIOR TO ORDERING AND/OR FABRICATING MATERIAL. 23. CONTRACTOR TO SUBMIT ALL EQUIPMENT, DUCTWORK, AIR DISTRIBUTION DEVICES, AND OTHER ACCESSORIES TO THE ENGINEER FOR APPROVAL PRIOR TO ANY ORDERING OF SUCH ITEMS. 24. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS WITHIN 45 DAYS OF AWARD OF CONTRACT. SEE 230000 SPECIFICATIONS FOR REQUIREMENTS. ALL CONFLICTS BETWEEN VARIOUS TRADE SHOP DRAWINGS SHALL BE REPORTED TO THE CITY, ARCHITECT, AND ENGINEER OF RECORD. FAILURE TO REPORT CONFLICTS SHALL RESULT IN REJECTION OF RELATED CLAIMS FOR REWORK, EXTRA WORK, AND TIME FOR EXTENSIONS. GENERAL NOTES 25. CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING OF EQUIPMENT AS STIPULATED ON MECH-1-C FORM ON PLANS UNLESS NOTED OTHERWISE. 26. CONTROL SCHEMATICS ARE FOR SEQUENCE ONLY. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ALL ELECTRICAL DEVICES REQUIRED. 27. ALL LINE VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT. ALL LINE VOLTAGE CONDUIT AND WIRING, INCLUDING FINAL CONNECTIONS, SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR AS INDICATED ON THE ELECTRICAL DRAWINGS OR SPECIFIED IN THE ELECTRICAL SECTION OF THE SPECIFICATIONS. ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS OF ALL GOVERNING BODIES HAVING JURISDICTION THEREOF. 28. ALL LOW VOLTAGE CONDUIT AND WIRING AS APPLICABLE, INCLUDING FINAL CONNECTIONS, SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR AS INDICATED ON THE MECHANICAL DRAWINGS OR SPECIFIED IN THE MECHANICAL SECTION OF THE SPECIFICATIONS. A) ALL LOW VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT. B) WHERE THE CONTROLS CONTRACTOR IS RETAINED BY THE OWNER, THEY SHALL BE RESPONSIBLE FOR THE FOLLOWING: 1) FURNISH AND INSTALL ALL DEVICES, WIRING, AND TERMINATIONS REQUIRED FOR A COMPLETE AND FUNCTIONAL INSTALLATION. 2) COORDINATE ALL WORK AND REQUIREMENTS WITH OTHER TRADES INCLUDING GENERAL, MECHANICAL, AND ELECTRICAL CONTRACTORS PRIOR TO BID. 3) CONTRACTOR SHALL FOLLOW ALL SUBMITTAL REQUIREMENTS PER DRAWINGS AND SPECIFICATIONS. 29. CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING AIR CONDITIONING EQUIPMENT WITH THRU-THE-BASE POWER, CONTROL, AND GAS CONNECTIONS. VERIFY ALL CONNECTION LOCATIONS WITH UNIT MANUFACTURER AND COORDINATE WITH OTHER TRADES AS NECESSARY. 30. ELECTRICAL CONTRACTOR SHALL PROVIDE REQUIRED RELAY ACCESSORIES FOR CONNECTION OF 120 VOLT 1 PHASE VENTILATION EQUIPMENT TO 277 VOLT 1 PHASE LIGHTING AS APPLICABLE. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH COORDINATION PRIOR TO BID. 31. WHERE HVAC CONTROL WIRING IS REQUIRED BETWEEN BUILDINGS. PROVIDE UNDERGROUND CONDUIT WITH PULL STRING(S) FURNISHED AND INSTALLED BY ELECTRICAL FOR THE ENERGY MANAGEMENT SYSTEM WIRING TERMINATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT AND WIRING TERMINATIONS FOR BETWEEN BUILDINGS. 32. ALL THERMOSTATS SHALL HAVE LOCKABLE COVERS (WHERE INDICATED ON PLANS) AND SHALL BE OF THE ELECTRONIC, PROGRAMMABLE, AUTOMATIC CHANGEOVER TYPE TO SEQUENCE HEATING OR COOLING. SET POINT RANGE SHALL BE 10 DEGREES F. BETWEEN FULL HEATING AND COOLING. THEY SHALL HAVE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NO MORE THAN 70 DEGREES F., AND COOLING AT A TEMPERATURE NOT LESS THAN 78 DEGREES F. ADJUSTABLE TEMPERATURE DIFFERENTIAL SHALL BE 1- 1/2 DEGREES F. CONTROL LIMITS SHALL BE FROM 55 DEGREES F. TO 85 DEGREES F. MOUNT AT 48 INCHES ABOVE FLOOR OR AS REQUIRED BY LOCAL AUTHORITIES OR ACCESSIBILITY CODES. NOTES: 1) THERMOSTATS THAT ARE PART OF AN ENERGY MANAGEMENT SYSTEM SHALL FOLLOW CONTROL SPECIFICATIONS AND DRAWING REQUIREMENTS. 2) SHOULD THE LOCATION OF THE THERMOSTAT NOT MEET THE ADA HEIGHT REQUIREMENTS DUE TO OBSTRUCTIONS, THEN AN ALTERNATE LOCATION SHALL BE PROPOSED OR REQUESTED BY THE CONTRACTOR THAT SHALL BE APPROVED BY THE ENGINEER AND ARCHITECT. 33. LINE VOLTAGE THERMOSTATS SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 34. CONTROLS CONTRACTOR AND AIR BALANCE CONTRACTOR SHALL COORDINATE WORK AND PERFORM NECESSARY TASKS AS REQUIRED TO OBTAIN AIR AND WATER FLOW QUANTITIES FOR SYSTEMS SHOWN HEREIN. 35. CONTROLS SHALL BE PROVIDED TO PROVIDE THE MINIMUM RATE OF OUTDOOR AIR REQUIRED BY THE STATE ENERGY REGULATIONS. 36. ALL DUCTWORK SHALL BE SHEET METAL CONSTRUCTED OR SPIRAL, ERECTED, AND TESTED IN ACCORDANCE WITH THE MOST RESTRICTIVE OF LOCAL REGULATIONS, PROCEDURES DETAILED IN THE ASHRAE HANDBOOK OF FUNDAMENTALS, CHAPTER 6 OF THE MECHANICAL CODE, OR THE APPLICABLE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION. 37. ALL FLEXIBLE DUCTWORK SHALL BE MAX SEVEN FEET AND MIN 3 FEET IN LENGTH TO RESPECTIVE DIFFUSERS, GRILLES, AND REGISTERS, OR OTHER AIR DEVICES. 38. PROVIDE SEISMIC RESTRAINTS TO ALL DUCTWORK, PIPE, AND EQUIPMENT SUPPORTS IN ACCORDANCE WITH THE LATEST SMACNA GUIDELINES FOR SEISMIC RESTRAINT OF MECHANICAL SYSTEMS. SUSPENDED EQUIPMENT SHALL BE PROVIDED WITH SEISMIC ANCHORAGE AND ISOLATION SUPPORTS. SEE SEISMIC NOTES THIS SHEET FOR ADDITIONAL REQUIREMENTS. 39. ALL RECTANGULAR DUCT TURNS IN SUPPLY, RETURN, AND EXHAUST DUCTS SHALL HAVE TURNING VANES UNLESS OTHERWISE NOTED. 40. DUCTWORK HANDLING CONDITIONED AIR SHALL BE INSULATED OR LINED AS INDICATED ON DRAWINGS. SUPPLY AND RETURN DUCT INSULATION SHALL BE MIN. 1.5" THICK, 3/4 LB./CUBIC FT. DENSITY AND HAVE A MIN. VALUE OF R-8 WHERE LOCATED IN ONE OR MORE OF THE FOLLOWING SPACES: A) OUTDOORS, OR B) IN A SPACE BETWEEN THE ROOF AND AN INSULATED CEILING, OR C) IN A SPACE DIRECTLY UNDER A ROOF WITH FIXED VENTS OR OPENINGS TO THE OUTSIDE OR UNCONDITIONED SPACES, OR D) IN AN UNCONDITIONED CRAWLSPACE; OR E) IN OTHER UNCONDITIONED SPACES PER 2016 CEC, OTHERWISE PROVIDE R-4.2 WHEN LOCATED IN CONDITIONED ATTIC SPACES ABOVE CEILINGS. ALL DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED WITH 1.5" THICK, 1.5LB./CUBIC FT. DENSITY DUCT LINER UNLESS OTHERWISE INDICATED OR SPECIFIED. ALL DUCT SIZES ARE SHEET METAL SIZES. ALL DUCT JOINTS SHALL BE SEALED PER CHAPTER 6 MECHANICAL CODE REQUIREMENTS. PROVIDE PIPING AND DUCT INSULATION IN ACCORDANCE WITH THE LATEST STANDARDS OF THE CALIFORNIA ENERGY COMMISSION. 41. ALL INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE DENSITY NOT EXCEEDING 50. 42. MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL DUCT BRANCHES TO INDIVIDUAL DIFFUSERS, GRILLES, AND REGISTERS, AS WELL AS FRESH AIR INTAKE DUCTS. DAMPERS SHALL BE LOCATED AT THE BRANCH DUCT LOCATIONS. THE MECHANICAL CONTRACTOR SHALL COORDINATE LOCATIONS OF DAMPERS WITH THE AIR BALANCE CONTRACTOR PRIOR TO BID, SO THEY ARE ACCESSIBLE PRIOR TO INSTALLATION. IN LOCATIONS WHERE THESE DAMPERS ARE INACCESSIBLE, CABLE OPERATED ADJUSTMENT CONTROLS SHALL BE PROVIDED AT NO ADDITIONAL COST. SEE DETAIL 1/M5.1. OPPOSED BLADE DAMPERS SHALL NOT BE PERMITTED UNLESS NOTED OTHERWISE. 43. ALL VOLUME DAMPERS SHALL BE INSTALLED MIN THREE DUCT DIAMETERS UPSTREAM OF REGISTERS. AUTOMATIC FIRE DAMPER REQUIREMENTS ARE AS FOLLOWS: A) PROVIDE AUTOMATIC FIRE DAMPERS AT ALL PENETRATIONS OF FIRE -RATED CEILINGS AND WALLS THROUGHOUT. CONTRACTOR SHALL COORDINATE FIRE -RATED AREAS WITH THE ARCHITECTURAL DRAWINGS AND OTHER TRADES PRIOR TO INSTALL AND SHALL NOTIFY PERTINENT PARTIES PRIOR TO ANY WORK PERFORMED IN THESE AREAS. IN ADDITION, CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE PROPER ACCESS FOR DAMPERS INSTALLED. THE DAMPER FIRE RATING SHALL BE COMPATIBLE WITH THE CEILING/WALL RATING. B) LOCATION OF FIRE -RATED CEILINGS AND WALLS ARE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. C) FIRE AND/OR SMOKE DAMPER(S) SHALL BE PROVIDED AS REQUIRED BY 2013 CBC AND CFC. D) CONTRACTOR SHALL FURNISH FLUSH MOUNTED FIRE AND/OR SMOKE DAMPERS, SO THAT DAMPER DO NOT EXTEND PASS WALLS, FOR AREAS WITHOUT CEILINGS FOR QUALITY WORKMENSHIP. 44. ALL DUCTWORK PASSING THROUGH FIRE RATED CORRIDORS AND LOBBIES SHALL BE MIN. 26 GAGE SHEET METAL CONSTRUCTION. FLEXIBLE DUCTWORK SHALL NOT BE ALLOWED. 45. ALL DUCTWORK, PIPING, CONDUIT, & ETC. PENETRATING FIRE RATED CONSTRUCTION SHALL HAVE APPROVED FIRE STOPPING. COORDINATE WITH OTHER TRADES PRIOR TO INSTALLATION. 46. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER OPERATION OF ALL MECHANICAL EQUIPMENT INCLUDING NECESSARY DEVICES FOR INTERLOCKING OF SUCH EQUIPMENT. 47. CONTRACTOR SHALL REFER TO MECHANICAL AND ARCHITECTURAL PLANS FOR REGISTER, DIFFUSER, AND GRILLE LOCATIONS PRIOR TO INSTALLATION. 48. CONTACT THE ENGINEER IMMEDIATELY IF THERE ARE CONFLICTS PRIOR TO INSTALLATION. CONTRACTOR SHALL COORDINATE ALL LOCATIONS OF DUCT PENETRATIONS THROUGH SHEAR WALLS. NO DUCT PENETRATE SHEAR WALLS UNLESS SPECIFICALLY SHOWN ON STRUCTURAL PLANS. 49 CONTRACTOR SHALL REFER TO STRUCTURAL, MECHANICAL, AND ARCHITECTURAL PLANS FOR EXTERIOR LOUVER LOCATIONS PRIOR TO FABRICATION AND INSTALLATION. CONTACT THE ENGINEER IMMEDIATELY IF THERE ARE CONFLICTS. REFER TO ARCHITECTURAL EXTERIOR ELEVATION PLANS FOR MOUNTING HEIGHTS. IF MOUNTING HEIGHTS ARE NOT IDENTIFIED ON THE ARCHITECTURAL PLANS. THEN THE CONTRACTOR SHALL RECEIVE FINAL APPROVAL FROM THE ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. 50. CONTRACTOR SHALL COORDINATE ALL DOOR UNDERCUT QUANTITIES AND LOCATIONS WITH THE APPROPRIATE TRADES PRIOR TO FINAL BID. CONTACT THE ARCHITECT IMMEDIATELY IF THERE ARE CONFLICTS. 51. ALL DOOR UNDERCUTS INDICATED ON FLOOR PLAN(S) SHALL BE 3/4" MIN. ABOVE THRESHOLD. 52. CONTRACTOR SHALL IDENTIFY ALL CEILING ACCESS DOORS FOR MANUAL AND REMOTE CONTROLLED (CABLE OPERATED) DAMPERS, CEILING CUP LOCATIONS FOR INACCESSIBLE AREAS FOR THE ARCHITECT'S REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION OF DUCTWORK, EQUIPMENT, ETC. 53. CONTRACTOR SHALL CONFIRM FINAL REFRIGERANT PIPE SIZING UPON DETERMINATION OF ACTUAL DEVELOPED LENGTH. ALL PIPE MATERIALS SHALL BE PER MANUFACTURER'S GUIDELINES. 54. FOR INACCESSIBLE AREAS THE CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR ALL DAMPERS, EQUIPMENT, SMOKE DETECTORS, AND CONTROL DEVICES. THESE PANELS SHALL MATCH THE RATING OF THE WALL AND/OR CEILING WHERE THEY ARE LOCATED IN. MINIMUM ACCESS PANEL SIZES SHALL BE AS FOLLOWS: 1) HAND ACCESS: 12"x12" MIN. 2) BODY ACCESS: 30"x30" MIN. 3) MANUAL REMOTE CONTROL (CABLE OPERATED) DAMPERS IN LIEU OF VOLUME DAMPERS. SEE DETAIL... 55. WHERE A LARGER ACCESS SIZE IS REQUIRED DUE TO INSTALLATION CONSTRAINTS, THE CONTRACTOR SHALL DO SO AT NO ADDITIONAL COST AND SHALL NOTIFY THE ARCHITECT AND ENGINEER OF DEVIATIONS PRIOR TO INSTALLATION. 56. CONTRACTOR SHALL COORDINATE ALL MOUNTING HEIGHTS ABOVE FINISHED FLOOR WITH OTHER TRADES AND RECEIVE FINAL APPROVAL FROM THE ARCHITECT PRIOR TO FABRICATING AND INSTALLING EXPOSED DUCTWORK, EQUIPMENT, REGISTERS, ETC. 57. CONTRACTOR SHALL REFER TO MECHANICAL AND ARCHITECTURAL PLANS FOR ALL SIDE-WALL GRILLE LOCATIONS PRIOR TO FABRICATION AND INSTALLATION. CONTACT THE ENGINEER IMMEDIATELY IF THERE ARE CONFLICTS. REFER TO ARCHITECTURAL INTERIOR ELEVATION PLANS FOR MOUNTING HEIGHTS. IF MOUNTING HEIGHTS ARE NOT IDENTIFIED ON THE ARCHITECTURAL PLANS. THEN THE CONTRACTOR SHALL RECEIVE FINAL APPROVAL FROM THE ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. 58. CONTRACTOR SHALL INSULATE ALL REFRIGERANT PIPING SUCTION AND VAPOR LINES. 59. CONTRACTOR SHALL PAINT ALL EXPOSED DUCTWORK, REGISTERS, ETC. COORDINATE PAINT FINISHES WITH THE ARCHITECT PRIOR TO INSTALLATION. CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com AR Cy/�Fcv�6�' N9�F.y DATE: 1/25/2020 C) PROJECT NUMBER: 1614902 KELLEY NEEDHAM � C-1 9064 w No. M35839 m EV. 3 31/20 Reflate: 03/31/21 �Q \r �Q OF CA�� 9F A FO of C�� O CN rn M- U " (j) -0W U O v U E a� m OW M W O Q O 3: 7W U (3) Z Z W o O �M W co 4_0 n , V J Z o r*__ CID AR Cy/�Fcv�6�' N9�F.y DATE: 1/25/2020 RS O PROJECT NUMBER: 1614902 KELLEY NEEDHAM � C-1 9064 w No. M35839 m EV. 3 31/20 Reflate: 03/31/21 �Q \r �Q OF CA�� 9F A FO of C�� CONSULTANT I 7Di 11, PocockDesign Solutions Inc. NO DATE BY DESCRIPTION ® REVISIONS DRAWN: TL CHECKED: PDS DATE: 1/25/2020 SCALE: NONE PROJECT NUMBER: 1614902 MECH. LEGEND, GENERAL NOTES, AND SCHEDULE DRAWING M 0 1 Q NUMBER: - • w 0 0 Q DEMOLITION NOTES: 1. ELECTRICAL CONTRACTOR SHALL DISCONNECT POWER FROM MECHANICAL EQUIPMENT TO BE REMOVED, RELOCATED, RE—USED AND/OR REPLACED AS REQUIRED. 2. CONTRACTOR SHALL RE—USE EXISTING OPENINGS IN WALLS AND ROOF WHEREVER POSSIBLE. COORDINATE WITH OTHER TRADES AS NECESSARY. GENERAL CONTRACTOR SHALL MODIFY OPENING AS REQUIRED TO ACCOMMODATE NEW MECHANICAL DEVICE. 3. GENERAL CONTRACTOR SHALL PATCH ALL OPENINGS IN WALLS, ROOF, ETC. THAT WILL NOT BE REUSED FOR FUTURE WORK. COORDINATE AS NECESSARY WITH OTHER TRADES. 4. PRIOR TO ANY WORK BEING DONE CONTRACTOR SHALL MAKE A CAREFUL EVALUATION OF THE EXISTING CONDITIONS AND VERIFY ALL METHODS OF REMOVAL AND INSTALLATION OF MECHANICAL EQUIPMENT. 5. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH THE WORK OF ALL OTHER TRADES. 6. EXISTING ABANDONED OR DEFUNCT PIPING, FLUES, DUCT, VENTS, & ETC. SHALL BE REMOVED. PATCH AND REPAIR WALLS/ROOF AS NECESSARY. 7. ALL DUCTWORK AND DIFFUSER INDICATED AS DASHED LINES ARE EXISTING TO REMAIN. DEMOLITION KEY NOTES: O EXISTING 20"X45" SUPPLY DUCT UP TO SUPPLY FAN ON ROOF TO REMAIN. O EXISTING 30"X22" EXHAUST DUCT UP TO EXHAUST FAN ON ROOF TO REMAIN. O3 EXISTING DUCTWORK AND GRILLES TO BE DEMOLISHED AND REMOVED. NORTH MECHANICAL DEMOLITION FLOOR PLAN SCALE 1 /4 =1 —0 I CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com ARC6�' CHECKED: PDS _- O PROJECT NUMBER: 1614902 ONEEDHAM w No. M35839 Exp. 3 31/20 9= ''�� OF CA�� F�- l 9F CA FO of O CN rn }� Q — U (j)-0 U O O v � � a� m .0 — � o � U �� (3) z �C:z� o c� m co 4-1 O � W Z o r*__ CID ARC6�' CHECKED: PDS _- RS PROJECT NUMBER: 1614902 ONEEDHAM w No. M35839 Exp. 3 31/20 9= ''�� OF CA�� F�- l 9F CA FO of CONSULTANT I 7Di ;1, PocockDesign Solutions Inc. NO DATE BY DESCRIPTION ® I REVISIONS DRAWN: TL CHECKED: PDS DATE: 1/25/2020 SCALE: 11/4"=V -0"i PROJECT NUMBER: 1614902 MECHANICAL DEMOLITION FLOOR PLAN DRAWING MD2.1 z NUMBER: — LU 0 0 Q ----------T� — — — — — — — — — — - \ I MECHANICAL DEMOLITION FLOOR PLAN L_ — DEMOLITION NOTES: — — — — — — — — — J 1. ELECTRICAL CONTRACTOR SHALL DISCONNECT POWER FROM MECHANICAL EQUIPMENT TO BE REMOVED, RELOCATED, RE—USED AND/OR REPLACED AS REQUIRED. 2. CONTRACTOR SHALL RE—USE EXISTING OPENINGS IN WALLS AND ROOF WHEREVER POSSIBLE. COORDINATE WITH OTHER TRADES AS NECESSARY. GENERAL CONTRACTOR SHALL MODIFY OPENING AS REQUIRED TO ACCOMMODATE NEW MECHANICAL DEVICE. 3. GENERAL CONTRACTOR SHALL PATCH ALL OPENINGS IN WALLS, ROOF, ETC. THAT WILL NOT BE REUSED FOR FUTURE WORK. COORDINATE AS NECESSARY WITH OTHER TRADES. 4. PRIOR TO ANY WORK BEING DONE CONTRACTOR SHALL MAKE A CAREFUL EVALUATION OF THE EXISTING CONDITIONS AND VERIFY ALL METHODS OF REMOVAL AND INSTALLATION OF MECHANICAL EQUIPMENT. 5. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH THE WORK OF ALL OTHER TRADES. 8. FRESH AIR INTAKES SHALL BE 10'-0" MIN. AWAY FROM ALL EXHAUST OUTLETS, PLUMBING VENTS, AND FLUES. 9. MAINTAIN MANUFACTURER MIN. CLEARANCES ON ALL ROOF—TOP MECHANICAL EQUIPMENT. //0 DEMOLITION KEY NOTES: O EXISTING 20"X45" SUPPLY DUCT DOWN THRU ROOF TO REMAIN. O EXISTING 30"X22" EXHAUST DUCT DOWN THRU ROOF TO REMAIN. O3 EXISTING PAD TO REMAIN. O4 EXISTING FAN, DAMPERS, AND FILTERS TO BE DEMOLISHED AND REMOVED. NORTH SCALE 1 /4"=1'-0" CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com ARCy��Fcv�6�' N9�F.y DATE: 1/25/2020 O PROJECT NUMBER: 1614902 KELLEY NEEDHAM C 19064 w No. M35839 m Exp. 3 31/20 Ren. Date: 03131121 �Q F�HA0, �Q OF C\ 9F of CAoFO O CN rn }� Q — U (j)-0 U O O v U E a� m � o � U �� (3) z �C:z� o c� m co 4-1 O � W Z o r*__ CID ARCy��Fcv�6�' N9�F.y DATE: 1/25/2020 RS O PROJECT NUMBER: 1614902 KELLEY NEEDHAM C 19064 w No. M35839 m Exp. 3 31/20 Ren. Date: 03131121 �Q F�HA0, �Q OF C\ 9F of CAoFO CONSULTANT I 7Di ;1, PocockDesign Solutions Inc. NO DATE BY DESCRIPTION ® I REVISIONS DRAWN: TL CHECKED: PDS DATE: 1/25/2020 SCALE: 11/4"=V -0"i PROJECT NUMBER: 1614902 MECHANICAL DEMOLITION ROOF PLAN DRAWING MD2.2 z NUMBER: — LU 0 0 Q CONSTRUCTION NOTES: 1. FIELD VERIFY ALL EXISTING DUCT DIMENSIONS INDICATED PRIOR TO FABRICATION. PROVIDE ALL TRANSITIONS AS REQUIRED TO CONNECT NEW DUCTWORK TO EXISTING. 2. COORDINATE ENTIRE INSTALLATION OF THE HVAC SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 3. COORDINATE THE LOCATIONS OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL REFLECTIVE CEILING PLAN, ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL ROOM ELEVATIONS. 4. CONTRACTOR SHALL VERIFY THE CONDITION OF EXISTING EQUIPMENT, DUCTWORK, ASSOCIATED CONTROLS, AND T—STATS. SHOULD ANY OF THESE ITEMS NOT BE PERFORMING SATISFACTORILY OR MALFUNCTIONING, CONTRACTOR SHALL NOTIFY THE CLIENT AND PROVIDE PRICE TO ENSURE PROPER OPERATION PRIOR TO COMPLETION OF WORK. 5. BEFORE COMMENCEMENT OF WORK, THE MECHANICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS AND DIMENSIONS OF ALL EXISTING EQUIPMENT AND ELECTRICAL SERVICES IN THE AREA OF NEW CONSTRUCTION AND NOTIFY THE DISTRICT OF ANY DISCREPANCIES. 6. ALL EXISTING DUCTWORK TO BE REUSED SHALL BE THOROUGHLY CLEANED 7. EXHAUST DUCTWORK TO BE FABRICATED PER SMACNA STANDARDS AT 8" SP. CONSTRUCTION KEYNOTES: O EXISTING 20"X45" SUPPLY DUCT UP TO SUPPLY FAN ON ROOF. O EXISTING 30"X22" EXHAUST DUCT UP TO EXHAUST FAN ON ROOF. O3 POC NEW DUCT TO EXISTING DUCT. TRANSITION AS REQUIRED. O POC 6"0 DUCT TO BULLET TRAP EXHAUST CONNECTION. O 34"X16" EXHAUST OPENINGS W/ WIRE MESH SCREEN. NORTH MECHANICAL REMODEL FLOOR PLAN SCALE 1 /4 =1 —0 I CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com ARC6�' CHECKED: PDS _- O PROJECT NUMBER: 1614902 ONEEDHAM w No. M35839 Exp. 3 31/20 9= ''�� OF CA�� F�- l 9F CA FO of O CN rn }� Q � — U (j)-0 U O O v � � a� m .0 — � o � U �� (3) z �C:z� o c� m co 4-j O � Z o CIO ARC6�' CHECKED: PDS _- RS PROJECT NUMBER: 1614902 ONEEDHAM w No. M35839 Exp. 3 31/20 9= ''�� OF CA�� F�- l 9F CA FO of CONSULTANT I 7Di ;1, PocockDesign Solutions Inc. NO DATE BY DESCRIPTION ® I REVISIONS DRAWN: TL CHECKED: PDS DATE: 1/25/2020 SCALE: 1/4"=l' -O" PROJECT NUMBER: 1614902 MECHANICAL REMODEL FLOOR PLAN DRAWING z NUMBER: M-2.1 LU 0 0 Q ----------T� ----------- 10".14 I I I I I 1 I I I CONSTRUCTION NOTES: 1. COORDINATE ENTIRE INSTALLATION OF THE HVAC SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 2. CONTRACTOR SHALL VERIFY THE CONDITION OF EXISTING EQUIPMENT, DUCTWORK, ASSOCIATED CONTROLS, AND T—STATS. SHOULD ANY OF THESE ITEMS NOT BE PERFORMING SATISFACTORILY OR MALFUNCTIONING, CONTRACTOR SHALL NOTIFY THE CLIENT AND PROVIDE PRICE TO ENSURE PROPER OPERATION PRIOR TO COMPLETION OF WORK. 3. BEFORE COMMENCEMENT OF WORK, THE MECHANICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS AND DIMENSIONS OF ALL EXISTING EQUIPMENT AND ELECTRICAL SERVICES IN THE AREA OF NEW CONSTRUCTION AND NOTIFY THE DISTRICT OF ANY DISCREPANCIES. 4. FRESH AIR INTAKES SHALL BE 10'-0" MIN. AWAY FROM ALL EXHAUST OUTLETS, PLUMBING VENTS, AND FLUES. 5. MAINTAIN MANUFACTURER MIN. CLEARANCES ON ALL ROOF—TOP MECHANICAL EQUIPMENT. CONSTRUCTION KEYNOTES: O EXISTING 20"X45" SUPPLY DUCT DOWN THRU ROOF. O EXISTING 30"X22" EXHAUST DUCT DOWN THRU ROOF. O3 WIRE MESH SCREEN. 6. EXHAUST DUCTWORK TO BE FABRICATED PER SMACNA STANDARDS AT 8" SP. NORTH MECHANICAL REMODEL FLOOR PLAN 1/SCALED 1 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com ARCy6�' CHECKED: PDS _- O PROJECT NUMBER: 1614902 ONEEDHAM w No. M35839 Exp. 3 31/20 CjA= JI F�HAN\�� �Q OF CA�� 9F CA FO of O CN rn }� Q — U (j)-0 U O O v U E a� m � o � U �� (3) z �C:z� o c� m co 4-1 O � Z o r*__ CIO ARCy6�' CHECKED: PDS _- RS PROJECT NUMBER: 1614902 ONEEDHAM w No. M35839 Exp. 3 31/20 CjA= JI F�HAN\�� �Q OF CA�� 9F CA FO of CONSULTANT I 79i PocockDesign Solutions Inc. NO DATE BY DESCRIPTION ® I REVISIONS DRAWN: TL CHECKED: PDS DATE: 1/25/2020 SCALE: 1 /4"=1'-0" PROJECT NUMBER: 1614902 MECHANICAL REMODEL ROOF PLAN DRAWING M 2.2 z NUMBER: — LU 0 0 Q ISOLATORS ARE O.S.H.P.D. PRE -APPROVED No. OPA-0098 RMU-EQ-SH VIBREX TYPE: 1/4" THIC NEOPREI NOTE: ISOLATORS SHALL BE RESTRAINED. COPPER B -LINE "DURA -BLOCK" DE 460V/3PH/60HZ 208V/3PH/60HZ WALL PRESSURE SENSOR. MAINTAIN CONSTANT 0.05' W.C. ROOM PRESSURE SCALE FAN WIRING DIAGRAM NONN 31 CII TCo QAnll! ( E) ROOF TYPICAL FILTER BANK/DUCT SUPPORT DETAIL MTS SPRING O.D. DEFL. 1-4 2.0" 1" 2 4 FAN MOTOR 1 3 I AV(ll IT 1/2"0 LAG SCREW x4" LONG TO BLOCKING (TYP.) IZER (2" DIA. 2-1/8 3-1/2 OPER. HT—L 1/4 LEVELLING BOLT 3/8 DIA. 1/4" THICK NEOPRENE QA('IlfnE:)ACT fnAhAE)CE:) TYPICAL UTILITY FAN ANCHORAGE DET 914 U_ )L) TRUT P1000 RUT POST BASE 4) E) PAD SCALE n NONE L Cl nC \/IC1A/ EF SF SCALE NONE 1 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com ARCy��Fcv�6�' N9�F.y DATE: 1/25/2020 O PROJECT NUMBER: 1614902 KELLEY NEEDHAM C-19064 w No. M35839 m Exp. 3 31/20 �j� Ren. Date: 03131121 �Q "I 1 � = JI F�HA0, �Q OF C\ 9F of CAoFO O CN rn � — U (j)-0 U O O v a� � o � jC O (3) U �� a� z �C:z� o c� O �M W co 4-1n W ��^ V J Z o CIO ARCy��Fcv�6�' N9�F.y DATE: 1/25/2020 RS O PROJECT NUMBER: 1614902 KELLEY NEEDHAM C-19064 w No. M35839 m Exp. 3 31/20 �j� Ren. Date: 03131121 �Q "I 1 � = JI F�HA0, �Q OF C\ 9F of CAoFO CONSULTANT I 7Di PocockDesign Solutions Inc. NO DATE BY DESCRIPTION lzk REVISIONS DRAWN: TL CHECKED: PDS DATE: 1/25/2020 SCALE: NONE PROJECT NUMBER: 1614902 MECHANICAL DETAILS DRAWING M 3 1 Q NUMBER: — • LU 0 0 Q GENERAL NOTES 1. THIS CONTRACTOR SHALL SUPPLY POWER TO AND MAKE CONNECTION TO ALL MOTORS AND EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS AS SHOWN ON THE MECHANICAL AND PLUMBING DRAWINGS, INCLUDING ALL FRACTIONAL HORSEPOWER MOTORS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE MECHANICAL AND PLUMBING DRAWINGS FOR DUCTS, LINES AND EQUIPMENT. 2. THE CONTRACTOR SHALL SECURE AND PAY FOR PERMITS AND FEES NECESSARY FOR EXECUTION AND COMPLETION OF ELECTRICAL WORK, INCLUDING ALL CHARGES BY THE LOCAL GOVERNMENT AGENCIES AND THE UTILITY COMPANIES. 3. UNLESS OTHERWISE NOTED, MOUNTING HEIGHTS INDICATED ON ELECTRICAL OUTLETS ARE FROM FINISHED FLOOR TO CENTER OF OUTLETS. 4. EQUIPMENT ANCHORAGE THE SEISMIC ANCHORAGE OF MECHANICAL AND ELECTRICA EQUIPMENT SHALL CONFORM TO ASCE 1-05 CHAPTER 13 AS MODIFIED BY 2016 GBG SECTION 1613A/1614A. ANCHORAGE DETAILS FOR ROOF/FLOOR MOUNTED EQUIPMENT SHALL BE SHOWN ON PLAN. 5. SHUT DOWN OF EXISTING ELECTRICAL SYSTEMS SERVING THE REST OF THE FACILITY WILL NOT BE ALLOWED. 6. THIS CONTRACTOR SHALL COORDINATE ALL LINE AND LOW VOLTAGE COMPONENTS AND WIRING TYPES TO, MATCH EXISTING SYSTEMS, WITH THE BUILDING OWNER PRIOR TO BID AND INCLUDE ALL COSTS FOR A COMPLETE OPERABLE SYSTEM EXPANSION. 1. ALL EXPOSED CONDUIT SHALL BE PAINTED TO MATCH EXISTING FINISH. 8. THE NUMERAL(S) SHOWN AT TOP LIGHT FIXTURE IDENTIFICATION SYMBOL WHICH INDICATES NUMBER OF LIGHT FIXTURES REQUIRED SHALL NOT BE USED BY THE CONTRACTOR FOR HIS QUANTITY TAKE -OFF AT BIDDING OR FOR DETERMINATION OF HOW MANY FIXTURES WILL BE INSTALLED. THE CONTRACTOR SHALL INSTALL A LIGHT FIXTURE WHEREVER A FIXTURE OUTLET IS SHOWN ON DRAWINGS. 9. INSTALL RACEWAY SYSTEMS AS FOLLOWS: A. RIGID GALVANIZED STEEL IN ALL OUTDOOR LOCATIONS AND IN INDOOR LOCATIONS WHERE SUBJECT TO PHYSICAL DAMAGE. B. I.M.G. OR E.M.T. IN ALL INDOOR AREAS. C. FLEXIBLE METAL CONDUIT FOR FINAL CONNECTIONS TO LIGHT FIXTURES, MOTORS, VIBRATING ELECTRICAL EQUIPMENT AND HORIZONTAL RUNS IN WOOD STUD WALLS. D. USE COMPRESSION TYPE FITTINGS FOR ALL METALLIC CONDUIT. E. 3/4" CONDUIT MINIMUM. 10. ALL WIRE/CONDUCTORS SHALL BE COPPER TYPE "THHN/THWN" 11. PROVIDE THE OWNER AND THIS ENGINEER WITH ONE SET OF ELECTRICAL "AS-BUILTS" AT THE COMPLETION OF JOB. 12. ALL OUTLET LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL ELEVATIONS PRIOR TO INSTALLATION. 13. EXACT LOCATION OF ALL CEILING MOUNTED DEVICES SHALL BE AS INDICATED ON THE ARCHITECTURAL REFLECTED CEILING PLANS. 14. ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH GOVERNING CODES. 15. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. 16. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF (1) YEAR - U.ON.. 11. ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE, TO VERIFY ALL EXISTING CONDITIONS TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT, FIXTURES DEVICES, FEEDERS, ETC.. EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO BID DATE. CONTRACTORS SHALL IMMEDIATELY NOTIFY THIS ENGINEER OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT SHOWN ON THESE DRAWINGS. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED. 18. ALL EQUIPMENT ELECTRICAL CHARACTERISTICS, LOCATIONS, AND CONNECTION REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROUGH -IN WORK. 19. ALL POWER AND LIGHTING BRANCH CIRCUITS SHALL BE INSTALLED WITH A 012 GREEN GROUND WIRE U.O.N. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE 250 OF THE CALIFORNIA ELECTRICAL CODE (CEC). 20. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO DO ALL CORING, CUTTING, PATCHING AND REFINISHING OF WALLS AND SURFACES WHEREVER IT IS NECESSARY FOR HIM TO PENETRATE FOR HIS WORK. ALL OPENINGS MADE SHALL BE SEALED TO MEET THE RATED INTEGRITY OF THE PARTICULAR WALL, FLOOR OR CEILING. 21. THE CONTRACTOR SHALL STRATEGICALLY LOCATE JUNCTION BOXES AND PULL BOXESBOXES, ETC., IN ACCESSIBLE CEILING SPACES. PROVIDSE ACCESS PANELS WHERE JUNCTION/PULL BOXES ARE LOCATED IN INACCESSIBLE CEILING SPACES. COORDINATE LOCATION OF REQUIRED ACCESS PANELS PRIOR TO ROUGH -IN. 22. ALL WIRING AND ELECTRICAL EQUIPMENT INSTALLED FOR MECHANICAL AND PLUMBING EQUIPMENT SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND THE WIRING DIAGRAMS OF THE MECHANICAL AND PLUMBING DRAWINGS. 23. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBER SHALL BE CUT, DRILLED, NOR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER 24. ALL WORK PERFORMED IN THE FIRING RANGE SHALL BE COORDINATED WITH THE FIRING RANGE CONTRACTOR TO ENSURE ELECTRICAL MATERIALS AND EQUIPMENT INSTALLED IN THE FIRING RANGE DO NOT INTERFERE WITH THE OPERATION OF THE FIRING RANGE EQUIPMENT. 25. COMPLY WITH CITY OF NEWPORT BEACH AMENDMENTS TO 2016 CEC. USE RIGID METAL CONDUIT IN ALL AREAS EXPOSED TO WEATHER USE GROUND WIRE INSIDE ALL FLEXIBLE METAL CONDUITS. METAL CONDUIT SHALL NOT BE INSTALLED IN CONTACT WITH EARTH. DEMOLITION NOTES I. ALL ELECTRICAL EQUIPMENT, OUTLETS, DEVICES, ETC., THAT ARE MARKED FOR DELETION SHALL BE REMOVED COMPLETELY, INCLUDING CONDUIT AND WIRES BACK TO THE LAST REMAINING FIXTURE, OUTLET, DEVICE, ETC. 2. WHERE EXISTING OUTLET/DEVICES TO REMAIN ARE FED BY OUTLETS BEING REMOVED BY WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL ROUTE NEW CONDUIT, WIRE, ETC., AS REQUIRED TO MAINTAIN THE SUBJECT OUTLETS IN OPERATION. 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER PRIOR TO REMOVAL OF EXISTING ELECTRICAL/LOW VOLTAGE EQUIPMENT AND TURN OVER REMOVED EQUIPMENT THAT THE OWNER REQUESTS, IN AS -FOUND CONDITION. EQUIPMENT THAT IS TO BE TURNED OVER SHALL BE BOXED AND TAGGED TO IDENTIFY THE SPECIFIC EQUIPMENT. 4. ALL EXISTING CONDUITS WITHIN PROJECT AREA FOR LIGHTING FIXTURES, RECEPTACLES, OTHER BRANCH CIRCUITS LOADS AND COMMUNICATIONS/SIGNAL SYSTEMS, WHETHER SHOWN ON PLANS OR NOT, SHALL BE A PART OF THIS CONTRACT. 5. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF ALL ELECTRICAL AND COMMUNICATION SYSTEMS, EQUIPMENT, ETC., REMAINING IN OPERATION. MAINTAINING CONTINUITY SHALL CONSIST OF RE-ROUTING CONDUIT, WIRE, ETC., AS REQUIRED TO MAINTAIN THE SUBJECT SERVICES IN OPERATION. 6. EXISTING CIRCUITS THAT ARE REMOVED AND NOT RE -USED SHALL BE IDENTIFIED ON THE PANEL SCHEDULE AS "SPARE" 1. REFER TO GENERAL NOTES, THIS SHEET, FOR ADDITIONAL REQUIREMENTS. REFERENCES & ABBREVIATIONS eDETAIL REFERENCE ❑ KEYNOTE REFERENCE A. F. F. ABOVE FINISH FLOOR U. 0. N. UNLESS OTHERWISE NOTED C. 0. CONDUIT ONLY W/PULL ROPE WP WEATHER PROOF C U . COPPER M. L. 0. MAIN LUGS ONLY E or (E) EXISTING TO REMAIN E M . EMERGENCY MCB MAIN CIRCUIT BREAKER FLA FULL LOAD AMPS C. CONDUIT V. VOLTS A AMPS GFI GROUND FAULT INTERRUPTER G N D GROUND V. L. VERIFY LOCATION A. C. ABOVE COUNTER N. L. NIGHT LIGHT ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, AND THE REQUIREMENTS OF THE CALIFORNIA CODE OF REGULATIONS (C.C.R.), TITLE 24, INCLUSIVE OF: 2016 CALIFORNIA ADMINISTRATIVE CODE (CAC), G.C.R. TITLE 24, PART 1 2016 CALIFORNIA BUILDING CODE (CBC), C.C.R. TITLE 24, PART 2, BASED ON 2015 INTERNATIONAL BUILDING CODE. 2016 CALIFORNIA ELECTRICAL CODE (CEC), C.C.R. TITLE 24, PART 3, BASED ON 2014 NATIONAL ELECTRICAL CODE (NEC). 2016 CALIFORNIA MECHANICAL CODE (CMC), C.C.R. TITLE 24, PART 4, BASED ON 2015 UNIFORM MECHANICAL GODS (UMC). 2016 CALIFORNIA PLUMBING CODE (CPC), C.C.R. TITLE 24, PART 5, BASED ON 2015 UNIFORM PLUMBING CODE (UPC). 2016 CALIFORNIA ENERGY CODE, C.C.R. TITLE 24, PART 6. 2016 CALIFORNIA FIRE CODE (CFC), C.C.R. TITLE 24, PART 9, BASED ON 2015 INTERNATIONAL FIRE CODE. 2016 CALIFORNIA EXISTING BUILDING CODE, C.G.R. TITLE 24, PART 10, BASED ON 2015 INTERNATIONAL EXISTING BUILDING CODE. 2016 CALIFORNIA REFERENCED STANDARDS CODE, C.G.R. TITLE 24, PART 12, SYMBOL LIST CONDUIT RUN, CONCEALED IN CEILING, WALLS OR UNDER FLOOR 3/4" MIN. CONDUIT RUN, UNDERGROUND. - - 0-10V DIMMING WIRE. 1/2"C MINIMUM CONDUIT STUBBED OUT AND CAPPED. PULL LINE IN PLACE. FLEXIBLE CONDUIT. SEALTITE WHERE EXPOSED TO WEATHER REFER TO SPECIFICATIONS FOR USE. 0 CONDUIT TURNED DOWN. 0 CONDUIT TURNED UP. 10 GROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF 012 WIRES CONTAINED THEREIN. TWO 012 ARE INDICATED WHEN CROSS LINES ARE NOT SHOWN. NUMERALS ADJACENT TO CROSS LINES ON CONDUIT RUNS INDICATE SIZE OF CONDUCTORS IN LIEU OF *12. B -I CONDUIT HOME RUN TO PANELBOARD. LETTER AND NUMERALS INDICATES ELECTRICAL PANEL AND CIRCUIT NUMBER. BRANCH CIRCUIT PANEL, MOUNTING AS SHOWN ON SCHEDULES. MOLDED CASE CIRCUIT BREAKER (SINGLE LINE DIAGRAM). OG JUNCTION BOX. C -CEILING MOUNT. O NOTE IDENTIFICATION SYMBOL. NUMBER INDICATES NOTE. LIGHTING FIXTURE IDENTIFICATION SYMBOL. LETTER INDICATES TYPE OF 3 FIXTURE. NUMERAL AT TOP OF HEXAGON INDICATES NUMBER OF FIXTURES O REQUIRED. NUMBER AT BOTTOM OF HEXAGON INDICATES MOUNTING HEIGHT FROM FLOOR TO BOTTOM OF FIXTURE. OMMISSION OF MOUNTING HEIGHT INDICATES CEILING MOUNTING. DUPLEX RECEPTACLE, FLUSH IN WALL, GROUNDING TYPE (20 AMP, 120V., WALL PLATE TO MATCH DEVICE) MTD. AT +15" MAX TO BOTTOM OF BOX. DATA OUTLET CONSISTING OF ONE EXTRA DEEP 4 11/16" SQUARE OUTLET BOX WITH (2) Ia 2/0 1" CONDUIT STUB -UP INTO THE ACCESSIBLE CEILING. MOUNTED AT +10" AFF.-U.O.N. FIRST NUMERAL ADJACENT TO OUTLET INDICATES QUANTITY OF "CAT 6" CABLE DROPS TO BE PROVIDED AND TERMINATED ON RJ45 CONNECTORS, SECOND NUMERAL INDICATES QUANTITY OF BLANK POSITIONS TO BE PROVIDED ON THE WALL PLATE. QUANTITY OF "RJ45" CONNECTORS TO BE PROVIDED SHALL MATCH THE QUANTITY OF CABLES. INSTALLATION OF CABLES AND CONNECTORS SHALL BE IN COMPLIANCE WITH THE CITY/POLICE DEPARTMENT I.T. DEPARTMENT. ROUTE CABLES FROM THE OUTLETS TO THE IDF/MDF. SURFACE OR PENDANT MOUNTED STRIP LED LIGHT FIXTURES. SHADING INDICATES FIXTURE TO BE PROVIDED WITH INTEGRAL EMERGENCY BATTERY PACK ISS WALL MOUNTED SPEAKER IDENTIFICATION SYMBOL. 0-10V. WALL MOUNTED DIMMER. LETTER INDICATES SWITCH LEG CONTROLLED FD BY DIMMER. DIMMER SHALL BE SENSOR- SWITCH MODEL* SPODMRD-COLOR GROUND. SELECTED BY THE ARCHITECT. (E) EXISTING EQUIPMENT TO REMAIN IN OPERATION. (N) NEW EQUIPMENT. (R) EXISTING EQUIPMENT TO DISCONNECTED AND REMOVED. (RR) EXISTING EQUIPMENT TO REMOVED AND RELOCATED. (EN) EXISTING EQUIPMENT IN NEW LOCATION. AT CIRCUIT BREAKER AMPERE TRIP RATING (SINGLE LINE DIAGRAM). G.O. CONDUIT ONLY. ®® 1X4 LED LIGHT FIXTURE. SHADING INDICATES FIXTURE TO BE PROVIDED WITH INTEGRAL 90 MINUTE EMERGENCY BATTERY PACK. ® EXIT SIGN WITH INTEGRAL eO MINUTE BATTERY PACK. IDLE COMBINATION CIRCUIT BREAKER AND MAGNETIC MOTOR STARTER PROVIDE SIZE 1 STARTER I�/� UNLESS OTHERWISE NOTED ON PLAN. PROVIDE STARTER WITH DOOR MOUNTED H -O -A (HAND- OFF -AUTO) SELECTOR SWITCH. OVERLOADS SHALL BE SIZED PER THE EQUIPMENT NAME PLATE. NEMA 3R ENCLOSURE FOR OUTDOOR/EXTERIOR LOCATIONS. LIGHTING f f TUfR5CH E)UL I TYPE M,4NUF,4GTURER G,4T,4LOG# L,4MP QTY. 4 TYPE URE WATTAGE VOLTS REM,4RiK5 rn w No. E17229 r LITHONIA LIGHTING 29W LED 29 MVOLT SURFACE 1'X4' LED LIGHT FIXTURE. FIXTURE SHALL BE PROVIDED WITH ® "BLTX4-30L-SDSM-MVOLT-EZI-LP840- N100-EL14L 3,471 LUMENS LPW 4 4000K 16'-0" INTEGRAL 0-10V. LED DIMMING DRIVER FIXTURE TO BE PROVIDED WITH INTEGRAL 90 MINUTE EMERGENCY BATTERY OR APPROVED EQUAL LIGHT FIXTURE U PACK WHERE SHADED ON PLAN. SECTION FINELITE 51 W LED 5-7 120 WALL MOUNTED LINEAR LED FIXTURE WITH ASYMMETRICAL P2348 0I-IP-4WMD-8-H-840-F-120-M5-FE-SC 2274 LUMENS TYPE PER PLAN 01-4111 DISTRIBUTION AND INTEGRAL 0-10V DIMMING DRIVER V V 6'-0" OR APPROVED EQUAL a� m (TYP)� 0 0° ® 3500K 35 0K L Q HALO 142 LED 14.2 2Zl LED UNDER CABINET LIGHT FIXTURE WITH USB PORT. SPRING NUT 4 "IAU305SC36P 844 LUMENS a) Z CO OOR APPROVED EQUAL 3000K cu Q LITHONIA 485 LED 48.5 MVOLT PENDANT MOUNTED V-0" DIRECT/INDIRECT LINEAR LED FIXTURE ® "CLX-L96-8000LM-HEF-L/LENS- MVOLT-EZI-40K-90CRI 8000 LUMENS 4000K 0 INTEGRAL 0-10V. LED DIMMING DRIVER PROVIDE WITH INTEGRAL 8,000 LUMEN m OR APPROVED EQUAL CONCRETE WALL LITHONIA 86 LED 86 MVOLT PENDANT MOUNTED V-0" DIRECT/INDIRECT LINEAR LED FIXTURE O"CLX-L96-14000LM-HEF-L/LEN5- MVOLT-EZI-40K-90CRI 14000 LUMENS 4000K INTEGRAL 0-10V. LED DIMMING DRIVER PROVIDE WITH INTEGRAL 14,000 LUMEN OR APPROVED EQUAL Z GOTHAM LIGHTING 24.1 LED 24.1 120 6" LED DOWNLIGHT. FIXTURE SHALL BE PROVIDED WITH INTEGRAL #EV06-40K-2r: #* -MD-MVOLT-GZI 2500 LUMENS 0-10V. LED DIMMING DRIVER OR APPROVED EQUAL 4000K **= FINISH AS SELECTED BY ARCHITECT. P-1000 UNISTRUT ESS/O DATE: 11/13/2019 AT 12 DEGREE ANGLE 1'-S 1/4" Q AND PARALLEL WITH rn w No. E17229 r CEILING PLATES 11,411 LII C�, Rao Date: 03/31/21 �Q O U 0 FIXTURE PER P-1000 0� 16'-0" UNISTRUT LIGHT FIXTURE U FINISHED FLOOR SECTION UNISTRUT (j) 14'-0" MAX. P2348 0 0 TYPE PER PLAN 01-4111 6'-0" V V 6'-0" � a� m (TYP)� 0 0° o zmm- L Q 0 FIXTURE 5/6" BOLT, 1/2" X 4 1/2" LONG HILTI ( PER PLAN SPRING NUT 4 KWIK-BOLT 41<53 ANCHOR a) Z CO c: LOCK WASHER BOLTS, I.C.C. *`E6R1385 cu Q 11,411 (TYP.) FOUR (4) TOTAL M OUTLET BOX 0 m 3/4"C PER PLAN CONCRETE WALL P-1000 UNISTRUT ESS/O DATE: 11/13/2019 AT 12 DEGREE ANGLE PROJECT NUMBER: 1614902 Q AND PARALLEL WITH rn w No. E17229 r CEILING PLATES 6/30/20 C�, Rao Date: 03/31/21 �Q O U 0 FIXTURE PER Lu 0� PLAN. DIRECTED AT TARGET AREA U FINISHED FLOOR SECTION 11,4_,411 FIRING LANE - PENDANT MOUNTED FIXTURE SCALE: NONE 2 I WALL MOUNTED FIXTURE 3x BRICK TYP. WITH 2-SIMP. A35 AT EACH. (ONE EACH SIDE) SCALE: 1 NONE CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com ARCi /�e�of 61 � ESS/O DATE: 11/13/2019 O PROJECT NUMBER: 1614902 Q KELLEY NEEDHAM rn w No. E17229 r C-19064 6/30/20 C�, Rao Date: 03/31/21 �Q O U 0 OF' CALIF 0 Lu 0� U (j) -0U 0 0 v U E � a� m .� O 0 0° o L Q 0 jC ( a) U a) Z CO c: z cu , O > M 0 m 0.0 a)^�� V J Z O 00 ARCi /�e�of 61 � ESS/O DATE: 11/13/2019 a E SOT `F'G PROJECT NUMBER: 1614902 Q KELLEY NEEDHAM rn w No. E17229 r C-19064 6/30/20 C�, Rao Date: 03/31/21 �Q O U OF' CALIF 0 Lu CONSULTANT zz k< A&F ENGINEERING GROUP, INC. 9320 BASELINE RD., SUM C, RANCHO CUCAMONGA, CA 91701 TEL (909) 941-3008 FAX (909) 941-8211 NO DATE �BY� DESCRIPTION ® REVISIONS DRAWN: D.A. CHECKED: R.E.S. DATE: 11/13/2019 SCALE: PROJECT NUMBER: 1614902 GENERAL NOTES, SYMBOL LIST, & FIXTURE SCHEDULE J DRAWING E-0. 1 NBER: UM Z O U Lu STATE OF CALIFORNIA Indoor Lighting NRCCATI-E ICreared 7/13y CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements in -q!"09 1§ 3a.0,1r�3a7.1I4 40.8 acrd §1 A].OU2 for indoor fighting scopes using the prescriptive path. Project Name: Newport Beach Police Department IReport Page: Page 1 of 7 Project Address: 870 Santa Barbara Or, IDate Prepared: 1/23/7020 GENERAL INFORMATION Table instructions: include any lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined In 140.5 or §141,0(bl2 for alterations. WARNING. Changing the Calculation Method in this table will result in the deletion of data previously input. If you need to change the calculation method, please open a new form or use "Save As". Scope of Work Conditioned Spaces Unconditioned Spaces ki 01 Project Location (city) Newport Reach 04 Total Conditioned Floor Area (ftz) 2,079 02 Climate Zone 6 05 Total Unconditioned Floor Area [ft2] 0 03 Occupancy Types Within Project (select ail that apply): 06 ft of Stories (Habitable Above Grade} 1 0 Office ❑ Retail E] Warehouse ❑ Parking Garage High -Rise Residential ❑ Relocatable E] 0 Hotei/Motel E] School Other (write in): Support Areas B. PROJECT SCOPE Ilig Table instructions: include any lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined In 140.5 or §141,0(bl2 for alterations. WARNING. Changing the Calculation Method in this table will result in the deletion of data previously input. If you need to change the calculation method, please open a new form or use "Save As". Scope of Work Conditioned Spaces Unconditioned Spaces 01 02 03 04 05 My Project Consists of (check all that apply): Calculatlon Method Area (ftp) Calculation Method Area (ftp) Q New Lighting System Area Category 2,079 Area Category 0 06 ❑ Aitered Lighting System 09 Total Area of Work (ft2)1 2,079 10 C. COMPLIANCE RESULTS Tobie instructions: if any cell on this table says "DOES IVO rCOMPLY" or "COMPLIES with Exceptional Conditions" refer to ruble D. for guidance. Lighting in conditioned and unconditioned spaces must not be combined for compliance per §140.6(b11. Allowed Lighting Power per §140.6(b] (Watts) Actual Lighting Power per 4140.6(a (Watts) Compliance Results 101 02 03 04 05 Tota! = Allowed (Watts] 06 07 1 08 09 10 Complete Building §140-6101 Area Category §140.6162 Area Category Footnotes §140.6(c)2G Tailored § 140.6Ic)3 > Total Designed (Watts) Adjustments Total Actual = (Watts) *Includes Adjustments 95 Must be a 09 1§ 40 ,6 Portable PAF Control Lighting Credits 140-6a §140.6(a)2 (_) (_) (+} 20 1 [r] (See Table ij (See Table i) (See Table K) (See Table L) (See Table F) (See Table J) (See Table R) Conditioned: 2000 2,287.7 PROPERTY LIGHTING 4 = 2,287.7 > 1 2,057.9 1 1 = 2,OS7.9I I COMPLIES Unconditioned: Interlocked Systems §140.6(J1 PROPERTY LIGHTING 11 20 1 1 10 1 i i+ _ kI I I_ UNDER CABINET LIGHTS RM.45 15 Ci Controls Compliance (See Table H for Details) COMPLIES Rated Power Reduction Compliance (See Table S for Details) Not Applicable CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ra ov title24 2016standards STATr OF CAL IFO RN IA Indoor Lighting NRCCATI-E ICreated 7/18y July 2018 CALIFORNIA ENERGY COM MISSION CERTIFICATE OF COMPLIANCE NRCC-LTi-E Project Name: Newport Beach Police Department IReport Page: Page 5 of 7 Project Address: 870 Santa Barbara Dr, jDate Prepared: 1123/2020 S. RATED POWER REDUCTION COMPLIANCE BY SPACE This Section Does Not Apply T. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Table instructions: Selections hove been made based on information provided in previous tables of this document, if any selection needs to be changed, please explain why In Tabie E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online at htt wwwr erIeFQ Vca, q vy1201 Sublications CEG4 -2015-033 a f., ndices1fPrms1NPC1 YES NO Form/Title Field Inspector CKT BKR P LTS REC MSC MTR Pass fail (i ( NRCI-LTI-01-E - Must be submitted far all buildings ❑ ❑ 1 14 NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control 5ystem (EMC5), to be El ❑ 06 BRIEFING RM LIGHTING recognized for compliance. 20 1 C, � NRCI L -n 03 E - Must be submitted for a line -voltage track lighting Integral current limiter, or for a supplementary overcurrent g g g g pp 'Y ❑ ❑ RM. 10, 12,13,14 LIGHTS 5 20 1 28 Exempt per §140.6(x)3 protection panel used to energize only line -voltage track lighting, to be recognised for compliance. 2000 A PROPERTY LIGHTING 4 NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorlum, a convention center, a conference ❑ ❑ 1 1800 room, a multipurpose room, or a theater to be recognized for compliance. Interlocked Systems §140.6(J1 PROPERTY LIGHTING 11 20 1 1 10 1 i i+ NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. ❑ ❑ UNDER CABINET LIGHTS RM.45 15 Ci NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for ❑ ❑ 120 C compliance. SPARE 17 20 1 0 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http!//www.energy.co govltitle24/2016standards EXISTING PANEL "A" VOLTAGE::: 480/277V -4 -WIRE LOCATION: ELEC. ROOM Table Instructions: 5elections have been made based on information provided in previous tables of this document. if any selection needs to he changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through on Acceptance Test Technician Certification Provider [ATTCP). For more information visit: h[tn I1www.gnaray.ca.goy1lit,4lottrp(groviders.html YES MAINBREAKER: M.L.O. BUS SIZE COPPER: 225A. Form/Title SCA: MOUNT: ENTRY: 14 KAIC SURFACE DESCRIPTION CKT BKR P LTS REC MSC MTR A -VA B -VA C -VA AMPS GARAGE LIGHTING 1 20 1 14 2800 04 1 05 06 BRIEFING RM LIGHTING 3 20 1 12 Complete luminaire Description 2400 1356 How Wattage is determined RM. 10, 12,13,14 LIGHTS 5 20 1 28 Exempt per §140.6(x)3 SMALL RM BRIEFING LIGHTING 7 20 1 11 2000 A PROPERTY LIGHTING 9 20 1 9 1 1800 1700 Interlocked Systems §140.6(J1 PROPERTY LIGHTING 11 20 1 1 10 1 B JAIL PANTRY LIGHTING 13 20 1 17 2000 0 57 UNDER CABINET LIGHTS RM.45 15 20 1 8 ❑ 120 C 14.2 LED SPARE 17 20 1 0 14.2 SPARE 19 20 1 2 ❑ SPARE 21 20 1 48.5 LED 7000 0 48.5 NA8 Default SPARE 23 20 1 ❑ 1,358 ELEVATOR 25 50 3 1 ❑ E W/CKT. 25 27 --- --- 1 NA8 Default 2 7000 172 ❑ W/CKT. 25 29 --- --- 7000 24.7 LED SPARE 31 20 1 5 ❑ 123.5 ❑ ❑ SPARE 33 20 1 MOTORIZED DAMPER Total Designed Watts CONDITIONED SPACESI 2,057.9 2880 Conditioned Spaces ARMORY COMPRESSOR 35 150 1 I I 1 1 -- 360 2800 TV & INSTA HOT BRIEFING 41 115 11 1 3036 SUBTOTAL VOLT/AMPS: 13800 11320 12936 1 MENS LOCKER LIGHTING 2 20 1 15 2800 Office <= 250 soft Office (<- 250 square feet) 1 95 WOMENS LOCKER/RANGE OFFICE AND CONTROL ROOM 4 20 1 15 2200 1744 ❑ ARMORY LIGHTING 6 20 1 13 1700 147 LUNCH RM LIGHTING 8 20 1 9 1 0 0 GENERAL LIGHTING 10 20 1 12 2800 2000 L1 Industrial Work Precision Precision Comm/ Industrial GYM LIGHTING 12 20 1 15 3000 1,804.8 GYM OFFICE LIGHTING 14 20 1 13 [f ❑ CORR. LIGHTING 16 20 1 17 2 1400 1 2 CORR. LIGHTING 18 20 1 15 1400 SIGNS 24 20 1 HEATER 20 30 3 1 5000 1 2250 1100 W/CKT. 28 22 1 1500 RECEPTACLES 8 20 1 4 720 5000 5000 RECEPTACLES W/CKT. 28 24 20 PARKING LIGHTING 26 20 3 1 1600 RECEPTACLES 12 20 1 1 W/CKT. 34 36 --- -- 500 W/CKT. 26 28 --- --- 2 1 1450 W/CKT. 26 30 1300 16 AIR 32 15 3 1 2000 TV 42 20 1 VENDING MACHINE 18 20 2 1 CONNECTED: 39702.5 VA 25% OF MTR: VA 25% OF LCL: 0 VA CALCULATED: 39702.5 VA W/CKT. 32 34 W/CKT. 18 20 500 2000 2000 20 W/CKT. 32 36 --- --- 1 CONNECTED: 82450 VA 25% OF MTR: VA 25% OF LCL: 8305 VA CALCULATED: 90755 VA SUBTOTAL VOLT/AMPS: PANEL SUBTOTAL VOLT/AMPS: TOTAL LCUPHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 109.16 AVERAGEAMPS 16400 30200 3650 33850 1 122 13594 24914 2366 27280 1 98 14400 27336 2289 29625 1 107 >k = INDICATE5 EXI5TING LOAD TO REMAIN. ❑ = NEW TO MATCH EXI5TINGs IN MANUFACTURER O = INDICATE5 UPDATED LOAD ON EXI5TINGs CIRCUIT. EXISTING STATE OF CALIFORNIA Indoor Lighting NRCCATI-E ICreated 71tR1 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Newport Beach Police Department IReport Page: Page 2 of 7 Project Address: 870 Santa Barbara Dr, IDate Prepared: 1/23/2020 I, EXCEPTIONAL CONDITIONS his table is auto -filled with unedltaNe comments because of selections made or data entered in tables throughout the form. o exceptional conditions. apply to this project. ADDITIONAL REMARKS his table includes remarks made by the permit applicant to the Authority Having Jurisdiction. F. INDOOR LIGHTING FIXTURE SCHEDULE Table Instructions: 5elections have been made based on information provided in previous tables of this document. if any selection needs to he changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through on Acceptance Test Technician Certification Provider [ATTCP). For more information visit: h[tn I1www.gnaray.ca.goy1lit,4lottrp(groviders.html YES NO Form/Title Field inspector Pass Table Instructions. Please include lighting controls for conditioned and unconditioned paces in this table. When an option having a * is selected, the notes section of this table must be completed. The righting controls section of the Compliance Summary Table on the first page will show "DOES13U.1 NOT COMPLY" if the notes are left blank. Building Level Controls f Table instructions: Include all permanent designed lighting and all portable lighting in offices. 01 02 63 Mandatory Demand Response e . Shut-off Controls 130.1 t Field Inspector 01 02 Required > 10,000 SF 03 04 1 05 06 07 08 09 ❑ Name or Item Tag Complete luminaire Description Specialized Luminaire Types Track Portable Watts per luminaire' How Wattage is determined Total number luminaires Exempt per §140.6(x)3 Design Watts FleId inspector pass Fail A 29 LED L1 ❑ 29 NA8 Default 11 ❑ 319 Interlocked Systems §140.6(J1 ❑ B 57 LED ❑ 0 57 Mfr. Spec' 1 ❑ 1 57 ❑ Armory & Ammunition Storage C 14.2 LED ❑ 0 14.2 NA8 Default 2 ❑ 28.4 ❑ ❑ D 48.5 LED ❑ 0 48.5 NA8 Default 28 ❑ 1,358 ❑ ❑ E 86 LED ❑ L1 86 1 NA8 Default 2 ❑ 172 ❑ ❑ F 24.7 LED ❑ I Li 24.7 1 NA8 Default 5 ❑ 123.5 ❑ ❑ 1000 540 1. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS RANGE 29 40 2 1 MOTORIZED DAMPER Total Designed Watts CONDITIONED SPACESI 2,057.9 Table Instructions: Complete the table for each oreu compiying using the Complete Building arArea Category Methuds per §140.6071. lnd(cute rf odditional lighting power allowances per150.6 c or adjustments per140.6 a are being used. Conditioned Spaces --- -- 360 2800 TV & INSTA HOT BRIEFING 41 115 11 1 3036 01 02 03 04 05 1 'IVU 1LS: Authority Having Jurismcnon may ask for Lummave cut sneers to confirm wattage used for compiiance per y1juU U[ci wattage used must be the maximum raced for the luminaire, not the lamp. 6. TRACK LIGHTING Th is Section Does Not Al pit Y CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ca.gov/title24/2016standards STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E ICreated 7/18) CERTIFICATE OF COMPLIANCE Project Name: Newport Beach Police Department Reporl Project Address: 870 Santa Barbara Dr, Date P STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E ICreared 7/1 8} (CERTIFICATE OF COMPLIANCE Project Name: Newport Beach Police Project Address: 870 Santa Barbara Dr, rtment rt rage: Prepared: CALIFORNIA ENERGY COMMISSION Page 3 H. INDOOR LIGHTING CONTROLS (Not Including PAFs) Table Instructions: 5elections have been made based on information provided in previous tables of this document. if any selection needs to he changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through on Acceptance Test Technician Certification Provider [ATTCP). For more information visit: h[tn I1www.gnaray.ca.goy1lit,4lottrp(groviders.html YES NO Form/Title Field inspector Pass Table Instructions. Please include lighting controls for conditioned and unconditioned paces in this table. When an option having a * is selected, the notes section of this table must be completed. The righting controls section of the Compliance Summary Table on the first page will show "DOES13U.1 NOT COMPLY" if the notes are left blank. Building Level Controls f NRCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls. 01 02 63 Mandatory Demand Response e . Shut-off Controls 130.1 t Field Inspector Pass Fail Required > 10,000 SF Whole Building: Automatic Time Switch ❑ ❑ Area Level Controls (a NRCA-LTI-05-A - Must be submitted for institutional turfing power adjustment factor (PAF). ❑ ❑ W/CKT. 1 5 --- -- 04 05 06 07 08 09 10 11 12 Area Description Complete Building or Area Category Primary Function Area Area Controls 130.1 a Multi -Level Controls 130.1 Shut -Off Controls 130.1 c Primary/Skylit Daylighting §130.1(d) Secondary Daylighting §140.6(d Interlocked Systems §140.6(J1 Field Inspector Pass Fail Range Master Office Office c= 250 sgft Manual ON/OFF Dimmer Occ Sensor NIA NIA ❑ ❑ ❑ Armory & Ammunition Storage Police/Fire Station Manual ON/OFF Dimmer Occ Sensor NIA NIA ❑ ❑ ❑ Vestibule Corridor/Restroom/Support Manual ON/OFF Dimmer Occ Sensor N/A N/A ❑ ❑ ❑ Firing Area Police/Fire Station Manual ON/OFF Dimmer Occ Sensor N/A N/A ❑ ❑ I ❑ Firing Range Industrial Work, Precision Manual ON/OFF Dimmer Occ Sensor N/A NiA ❑ I ❑ I ❑ *NOTES: Controls with a * require a note in the space below explaining how compliance is achieved. EX: Conference 1: primary/Skylight Daylighting: Exempt because less than 120 watts of general lighting; EXCEPTION 1 to § 130. t d 1 13 Plan Sheet Showing Daylit Zones: RECEPTACLES 27 20 1 1 1 1000 540 1. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS RANGE 29 40 2 1 MOTORIZED DAMPER 2800 20 Table Instructions: Complete the table for each oreu compiying using the Complete Building arArea Category Methuds per §140.6071. lnd(cute rf odditional lighting power allowances per150.6 c or adjustments per140.6 a are being used. Conditioned Spaces --- -- 360 2800 TV & INSTA HOT BRIEFING 41 115 11 1 3036 01 02 03 04 05 1 06 10118 Complete Building or Area Category Area Description Primary Function Area Allowed Density z iW/it ] Area Allowed Wattage [ftp] (Watts) Additional Allowances / Adjustments Footnotes PAF Portable Ltg Office <= 250 soft Office (<- 250 square feet) 1 95 95 ❑ ❑ ❑ Corridor, Restroom, Support Corridor, Restrm, Stair, Support 0.6 147 88.2 0 0 ❑ Police/Fire Station Low Bay Comm/ Industrial 0.9 333 299.7[� [f L1 Industrial Work Precision Precision Comm/ Industrial 1 1.2 1 1,504 1,804.8 ❑ [f ❑ I able Continued July 2018 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ca.gov/title24j2ol6standards 5TATE Or CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION NRCCATI-E ICreared 7118) NRCC-LTi-E ICERTIFICATE OF COMPLIANCE Page 6 of 7 IProject Name: Newport Beach Police Department Report Page: 1/23/2020 113roject Address: 870 Santa Barbara Dr, Date Prepared: U. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE 0 Table Instructions: 5elections have been made based on information provided in previous tables of this document. if any selection needs to he changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through on Acceptance Test Technician Certification Provider [ATTCP). For more information visit: h[tn I1www.gnaray.ca.goy1lit,4lottrp(groviders.html YES NO Form/Title Field inspector Pass Fail ri f NRCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls. E] ❑ C (6 NRCA-LTI-03-A - Must be submitted for automatic daylight controls. I] 0 Ci C' NRCA-LTI-04-A - Must be submitted for demand responsive lighting controls- E] ❑ i (a NRCA-LTI-05-A - Must be submitted for institutional turfing power adjustment factor (PAF). ❑ ❑ July 2018 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: htrp://www.energy.ca.gov/title24/2016standards PANEL "Lir VOLTAGE: 208/12OV-4-WIRE LOCATION: ELEC. ROOM 102 MAIN BREAKER: M.L.O. BUS SIZE COPPER: 225A. 04 SCA: 22 KAIC MOUNT: SURFACE ENTRY: DESCRIPTION CKT BKR P LTS REC NISC MTR A -VA B -VA C -VA AMPS LIGHTS 1 20 1 5 800 1344 W/CKT. 1 3 SPARE 3 20 1 2755 850 1000 W/CKT. 1 5 --- -- GARBAGE DISPOSER 5 20 1 1 850 3 REFRIGERATOR 7 20 1 1 3520 800 RECEPTACLES 9 20 1 5900 2 1 2960 1414 RECEPTACLES 11 20 1 3 W/CKT. 7 11 --- -- 540 3520 VENDING MACHINE 13 20 1 1 1000 20 1 ---- VENDING MACHINE 15 20 1 1 1 1 1 LLOOO� 1080 W/CKT. 19 21 --- -- VENDING MACHINE 17 20 1 1 RECEPT TV 23 15 1 1000 RECEPT VEHICLE SERVICE 25 20 1 RECEPTACLES 19 20 1 5 900 1 540 DIMMER RACK 2 RECEPTACLES 21 20 1 5 1 L900 OFFICE RECEPTACLES SPARE 33 RECEPTACLES 23 20 1 2 1 680 500 RECEPTACLES 25 20 1 1 500 5390 RECEPT TV 35 15 1 RECEPTACLES 27 20 1 1 1 1000 540 1 RANGE 29 40 2 1 MOTORIZED DAMPER 2800 20 W/CKT. 29 31 --- -- 360 2800 TV & INSTA HOT BRIEFING 41 115 11 1 3036 RECEPTACLES 33 20 1 4 1 10118 720 REC-MAINT, LOUNGE, GYM, TARGET 2 20 SPARE 35 20 1 720 SUB TOTAL VOLT/AMPS: PANEL SUB TOTAL VOLT/AMPS: TOTAL LCUPHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 35.31 AVERAGEAMPS SPACE 37 REC-GYM,TOWEL,TARGET,CHIEF, ARMORY 4 20 1 W/CKT. 14 720 1080 SPACE 39 1 720 RECEPT WOMENS LOUNG, TOILET 8 20 1 1 1 AC -10 18 50 2 1 REC. ELECT.,PAT. SGT., PROP. RM 10 20 SPACE 41 500 720 720 720 500 700 22 SUB TOTAL VOLT/AMPS: 6850 5520 1 5870 W/CKT. 14 16 --- -- LIGHTS 2 30 1 2 1500 SPARE SIGNS 24 20 1 50 LIGHTS 4 30 1 3 1 2250 1100 ---- LIGHTS 6 30 1 2 1 1500 RECEPTACLES 8 20 1 4 720 W/CKT. 28 32 1100 RECEPTACLES 10 20 1 1 1 3 7188 13252 0 13252 1 110 540 RECEPTACLES 12 20 1 1 W/CKT. 34 36 --- -- 500 VENDING MACHINE 14 20 2 1 500 W/CKT. 14 16 --- -- I EK] TV 42 20 1 VENDING MACHINE 18 20 2 1 CONNECTED: 39702.5 VA 25% OF MTR: VA 25% OF LCL: 0 VA CALCULATED: 39702.5 VA 500 3040 14370 0 14370 120 W/CKT. 18 20 500 VENDING MACHINE 22 20 2 1 L 500 W/CKT. 22 24 --- -- 500 RECEPTACLES 26 20 1 5 900 RECEPTACLES 28 20 1 5 900 CONTROL 30 20 1 1 200 DRINKING FOUNTAIN 32 20 1 1 1000 SPARE 34 20 1 SPARE 35 20 1 SPACE 38 SPACE 40 SPACE 42 CONNECTED: 25% OF MTR: 25% OF LCL: CA LCULATED: 31250 VA VA 1513 VA 32762.5 VA SUB TOTAL VOLT/AMPS: PANEL SUBTOTAL VOLT/AMPS: TOTAL LCL/PHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 90.94 AVERAGEAMPS 5120 11970 575 12545 105 4690 10210 563 10773 1 90 3200 9070 375 9445 79 >k = INDICATES EXISTING LOAD TO REMAIN. Iuly 2018 CALI FORN IA ENE R GY CC M M ISSION Page 7 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 16 Documentation Author Name: Luis E. Flores Documentation Author Signature: Company: A&F Engineering Group, Inc. Signature Date: 01/73/2D20 Address: 9320 Baseline Rd. Suite C CEA/ HERS Certification identification (if applicable): City/State/Zip: Rancho Cucamonga, CA 91701 Phone: (909)941-3008 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified an this Certificate of Compliance (responsible designer] 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate os c o f t a the re uiremen s of 2 P rt 1 of he Coe of . f CoCamp) n e c n o m t q t Title 4, a and Fart G t Ca v Regulations 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided an other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permits) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Rolando E. Sotelo Responsible Designer Signature: Company : A&F Engineering Group, Inc. Date Signed: 01/23/2020 Address: 9320 Baseline Rd. Suite C License: E17229 City/State/Zip: Rancho Cucamonga, CA 91701 Phone: (909)941-3008 July 2018 CA Building Energy Efficiency Standards - 2016 Nonresidentma Compliance: http://www.energy.co.gov/title24j2ol6standard5 TITLE 24 COMPLIANCE FORMS EXISTING PANEL "G" VOLTAGE: 208/12OV-4-WIRE LOCATION: ELEC. ROOM 102 MAIN BREAKER: M.L.O. BUS SIZE COPPER: 225A. 04 SCA: MOUNT: ENTRY: 22 KAIC SURFACE DESCRIPTION CKT BKR P LTS REC MSC MTR A -VA 3 -VA C -VA AMPS RANGE PANEL "G1" 1 50 3 2,079 5470 See Tables J, K, R for detail 1344 W/CKT. 1 3 --- -- 3 p. ADDITIONAL LIGHTING ALLOWANCE: TAILORED ORNAMENTAL/SPECIAL EFFECTS 2755 4498 500 W/CKT. 1 5 --- -- TEL EQUIP RM 47 PANEL "G1" 7 50 3 O 3520 800 U TARGET TRACK W/CKT. 7 9 --- -- 2 1 2960 1414 W/CKT. 7 11 --- -- W/CKT. 9 11 ---- --- 3520 1414 SPARE 13 20 1 720 1414 El RECEPT. STOL., ELEV. PIT, COR 15 20 1 ---- 540 720 300 720 1 1414 RECPT WEIGHT ROOM 17 20 1 SPARE 19 30 2 1080 W/CKT. 19 21 --- -- RECEPTACLES 17 20 RECEPT TV 23 15 1 RECEPT VEHICLE SERVICE 25 20 1 21 RECEPT VEHICLE SERVICE 27 20 1 1392 1762 1 540 DIMMER RACK 2 RECEPT VEHICLE SERVICE 29 20 1 1 1 540 800 DRINK FOUNT, ARMORY RECPT/LT 31 20 1 540 W/CKT. 25 27 ---- --- OFFICE RECEPTACLES SPARE 33 20 1 500 720 SUBTOTAL VOLT/AMPS: 5390 RECEPT TV 35 15 1 360 180 TARGET RACK 8 20 1 REC. WP PARKING 37 20 1 10 540 1 O MOTORIZED DAMPER SIGNS 39 20 1 LIGHT BAR 12 20 1 3036 700 360 RANGE LIGHTS 14 20 1 TV & INSTA HOT BRIEFING 41 115 11 1 3036 EF CONTROLS 16 SUBTOTAL VOLT/AMPS: 11330 7675 10118 100 REC-MAINT, LOUNGE, GYM, TARGET 2 20 1 720 SUB TOTAL VOLT/AMPS: PANEL SUB TOTAL VOLT/AMPS: TOTAL LCUPHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 35.31 AVERAGEAMPS 2300 4684 786 5470 46 1320 2712 43 2755 23 REC-GYM,TOWEL,TARGET,CHIEF, ARMORY 4 20 1 W/CKT. 14 720 1080 RECEPT-MENS LOCKER 6 20 1 1 720 RECEPT WOMENS LOUNG, TOILET 8 20 1 1 1 AC -10 18 50 2 1 REC. ELECT.,PAT. SGT., PROP. RM 10 20 1 500 720 720 720 500 700 22 RECEPT VEHICLE MAINT, PAT SGT 12 20 1 2 SPARE 14 30 2 W/CKT. 14 16 --- -- VEHICLE MAINT. WELDER 18 50 2 W/CKT. 22 24 W/CKT. 18 20 - 1976 RECEPT GYM 22 20 1 SPARE SIGNS 24 20 1 50 EF -10 STOL. PROP. HEATER RM 26 20 1 MENS LOCKER STEAM UNIT 28 30 3 1 W/CKT. 26 1100 ---- --- W/CKT. 28 30 --- -- 1100 1800 W/CKT. 28 32 1100 CONNECTED. 25% OF MTR 25% OF LCL: CALCULATED: SPARE 34 30 2 7188 13252 0 13252 1 110 9988 15854 450 16304 136 W/CKT. 34 36 --- -- SPARE 38 30 2 W/CKT. 38 40 --- -- 180 TV 42 20 1 CONNECTED: 39702.5 VA 25% OF MTR: VA 25% OF LCL: 0 VA CALCULATED: 39702.5 VA SUBTOTAL VOLT/AMPS: PANEL SUB TOTAL VOLT/AMPS: TOTAL LCL/PHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 110.20 AVERAGEAMPS 3040 14370 0 14370 120 3620 11295 0 11295 1 94 3920 14038 0 14038 117 = INDICATES EXISTING LOAD TO REMAIN. ❑ = NEW TO MATCH EXISTIN63 IN MANUFACTURER O = INDICATES UPDATED LOAD ON EXISTIN63 CIRCUIT. EXISTING July 2018 5TATE OF CALIFORNIA Indoor Lighting NRCCATI-E ICreared 7118} CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Newport Beach Police Department Report Page: Page 4 of 7 Project Address: 870 Santa Barbara Dr, Date Prepared: 1123/2020 01 102 1 03 04 1 05 06 Area Description Complete Building or Area Category Primary Function Area Allowed Density IWift2) Area (W) Allowed Wattage (Watts) Additional Allowances/ Adjustments Footnotes PAF Portable Ltg RANGE LIGHTS TOTAL; 2,079 2,287.7 See Tables J, K, R for detail 1344 O, ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR AND TASK LIGHTING] ROOF RECEPTACLES 1, POWER ADJUSTMENT: PORTABLE LIGHTING IN OFFICES 3 p. ADDITIONAL LIGHTING ALLOWANCE: TAILORED ORNAMENTAL/SPECIAL EFFECTS i This Section Does Not Apply 500 172 L ADDITIONAL LIGHTING ALLOWANCE: AREA CATEGORY METHOD FOOTNOTES his Section Does Not Apply Q. ADDITIONAL LIGHTING ALLOWANCE: TAILORED VERY VALUABLE MERCHANDISE This 5ection Does Not Apply IR. POWER ADJUSTMENT: LIGHTING CONTROL CREDIT (PAF) This Section Does Not Apply CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ca.gov/title24/2016standards RANGE PANEL "1131" VOLTAGE: 208/12OV-4-WIRE LOCATION: RANGE QROFESS/pN L. TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE O This Section Does Not Apply 22 KAIC RECESSED TOP DESCRIPTION CKT BKR P M. ADDITIONAL LIGHTING ALLOWANCE: TAILORED SPECIAL FUNCTION AREAS A -VA This Section Does Not Apply C -VA AMPS RANGE LIGHTS N. ADDITIONAL LIGHTING ALLOWANCE: TAILORED WALL DISPLAY 20 ThisSec tlon Does Not Apply 26 1344 O, ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR AND TASK LIGHTING] ROOF RECEPTACLES This Section Does Not Apply 3 p. ADDITIONAL LIGHTING ALLOWANCE: TAILORED ORNAMENTAL/SPECIAL EFFECTS 1 This Section Does Not Apply 500 Q. ADDITIONAL LIGHTING ALLOWANCE: TAILORED VERY VALUABLE MERCHANDISE This 5ection Does Not Apply IR. POWER ADJUSTMENT: LIGHTING CONTROL CREDIT (PAF) This Section Does Not Apply CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ca.gov/title24/2016standards RANGE PANEL "1131" VOLTAGE: 208/12OV-4-WIRE LOCATION: RANGE QROFESS/pN MAIN BREAKER: M.L.O. BUS SEE COPPER: 100A O SCA: MOUNT: ENTRY: 22 KAIC RECESSED TOP DESCRIPTION CKT BKR P LTS REC MSC MTR A -VA B -VA C -VA AMPS RANGE LIGHTS 1 20 1 26 1344 ROOF RECEPTACLES RANGE LIGHTS 3 20 1 2 500 172 EF -7 5 20 1 1 RANGE LIGHTS 5 15 1 7 182 O TARGET TRACK 7 15 1 800 U TARGET TRACK 9 15 50 2 1 500 1414 RANGE CONTROLS 11 15 W/CKT. 9 11 ---- --- 500 1414 O/H RANGE RECEPTACLES 13 20 1414 El 540 W/CKT. 13 15 ---- AGITATORS 15 20 1 1414 720 1080 O RECEPTACLES 17 20 AC -17 21 50 SUBTOTAL VOLT/AMPS: 2384 1392 1762 DIMMER RACK 2 20 1 SPARE 25 50 3 800 W/CKT. 25 27 ---- --- OFFICE RECEPTACLES 4 20 1 500 720 SUBTOTAL VOLT/AMPS: 5390 RANGE RECEPTACLE 6 20 1 360 U/ TARGET RACK 8 20 1 20 1 TARGET RACK 10 20 1 O MOTORIZED DAMPER L500 20 1 LIGHT BAR 12 20 1 3036 1000 M� W RANGE LIGHTS 14 20 1 1000 3036 EF CONTROLS 16 20 1 10 100 1080 RECEPTACLES 18 20 11 CONNECTED: 11598 VA 25% OF MTR: VA 25% OF LCL: 1125 VA CALCULATED: 12722.5 VA SUB TOTAL VOLT/AMPS: PANEL SUB TOTAL VOLT/AMPS: TOTAL LCUPHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 35.31 AVERAGEAMPS 2300 4684 786 5470 46 1320 2712 43 2755 23 2440 4202 296 4498 37 >k = INDICATES EXISTING LOAD TO REMAIN. O = INDICATES UPDATED LOAD ON EXISTING CIRCUIT. M EXISTING July 2018 PAN E L "K" VOLTAGE: 208/12OV-4-WIRE LOCATION: ELEC. ROOM QROFESS/pN MAIN BREAKER: M.L.O. BUS SIZE COPPER: 225A. O SCA: 22 KAIC MOUNT: SURFACE ENTRY: DESCRIPTION CKT BKR P LTS REC MSC MTR A -VA B -VA CNA AMPS ROOF LIGHTING 1 20 1 7 1200 ROOF RECEPTACLES 3 20 1 7 1260 EF -7 5 20 1 1 U 500 O E F-3 7 20 1 1 800 U E AC -27 9 50 2 1 O 1414 L W/CKT. 9 11 ---- --- 1414 O AC -14 13 50 2 1 1414 W/CKT. 13 15 ---- --- Z 1976 1 1414 Z AC -15 17 50 2 1 1976 O W/CKT. 17 19 ---- --- AC -17 21 50 2 1 1976 W/CKT. 21 23 ---- --- 1976 SPARE 25 50 3 W/CKT. 25 27 ---- --- W/CKT. 25 29 ---- I --- SUBTOTAL VOLT/AMPS: 5390 6064 5866 U/ CONVENIENCE RECEPTACLES 2 20 1 5 900 O MOTORIZED DAMPER 4 20 1 3036 200 M� W EF (7.5HP) 6 40 3 1 3036 W/CKT. 6 8 W/CKT. 6 10 3036 EF -9 12 30 1 1 1200 AC -3 14 50 2 1 W/CKT. 14 16 711976- 1976 AC -10 18 50 2 1 1976 W/CKT. 18 20 ---- --- AC -22 22 50 2 1 W/CKT. 22 24 1976 SPARE 26 50 2 W/CKT. 26 28 ---- --- 1800 FRONT SIGN 30 20 1 1 CONNECTED. 25% OF MTR 25% OF LCL: CALCULATED: 42384 VA 2277 VA 750 VA 45411 VA SUB TOTAL VOLT/AMPS: PANEL SUBTOTAL VOLT/AMPS: TOTAL LCUPHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE:l = 126.05 AVERAGEAMPS 7888 13278 300 13578 113 7188 13252 0 13252 1 110 9988 15854 450 16304 136 >k = INDICATE5 EXI5TING LOAD TO REMAIN. O = INDICATE5 NEW 40A. CIRCUIT BREAKER IN PLACE OF REMOVED 35A. CIRCUIT BREAKER. NEW CIRCUIT BREAKER TO MATCH EXISTING. CLIENT FOCUSED PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com ARch' _����ssssssttttrll�rr QROFESS/pN DATE: 11/13/2019 O PROJECT NUMBER: 1614902 KELLEY NEEDHAM w No. E17229 m C-19064 6/30/20 CSA Ren Die: 03/31/21 �Q rrr O gTF OF, CAL\E O� 4+ U O O v U E � a� m ■ O L ^ 1.1 O � W U � Z Z (mW] O /7t m 4_0 U/ Z O M� W ARch' _����ssssssttttrll�rr QROFESS/pN DATE: 11/13/2019 � �p0 E. S0 PROJECT NUMBER: 1614902 KELLEY NEEDHAM w No. E17229 m C-19064 6/30/20 CSA Ren Die: 03/31/21 �Q rrr OF CA� ��O'` gTF OF, CAL\E CONSULTANT A&F ENGINEERING GROUP, INC. 9320 BASELINE RD., SUITE C, RANCHO CUCAMONGA, CA 91701 TEL (909) 941-3008 FAX: (909) 941-8211 NO I DATE I BY I DESCRIPTION REVISIONS DRAWN: D.A. CHECKED: R.E.S. DATE: 11/13/2019 SCALE: PROJECT NUMBER: 1614902 TITLE 24 COMPLIANCE FORMS &PANELS J Q DRAWING � � O ■ � CO z NUMBER: 0 v w ' rp ) POWER DEMOLITION PLAN r - gA 4 O r i � - L__J J I I I -- -----, r---------1 r ------- �—} ---' J L --------- J L --------- J r--- (R) (R) (R) I ,6,-4 A-4 A-4 I I n I (R i I n 8S�O5 - ®(E) I I I L_ (R) a II (R) u u CG -31 a II CG -31 u u u u u n i u u u n n u u u n u u u n u u u n u u u u u u u LJ L_J (R) li it (R) li n CG -31 a II CG -31 u u u u u n u u u n i 38 n u u u II II II II II II II L_J II LJ (R) li it (R) li n CG -31 a II CG -31 u u II II II II II II II II II II II II II II II II II u u u II u u u II II II II LJ L=J PROJECT TRUE PROJECT TRUE PROJECT TRUE NORTH NORTH NORTH NORTH NORTH NORTH N N N 1/4"=1'-o" 1 1 LIGHTING DEMOLITION PLAN 1/4"=1'-o" 2 1 SIGNAL DEMOLITION PLAN 1/4" = 1'-0" 3 ELAN NOTES OREFER TO -GENERAL NOTES AND DEMOLITION NOTES, DRAWING E-0.1, FOR ADDITIONAL REQUIREMENTS. ODISCONNECT AND REMOVE EXISTING RECEPTACLE AND WALL PLATE ONLY. EXISTING BACK -BOX AND EX16TINCG CONDUCTORS TO BE RE -USED FOR THE INSTALLATION OF A NEW RECEPTACLE AND WALL PLATE. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. 3O DISCONNECT AND REMOVE EXISTING COMPRESSOR ONLY. EXISTING CONDUIT AND EXISTING CONDUCTORS TO BE RE -USED FOR THE INSTALLATION OF A NEW COMPRESSOR. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. ODISCONNECT AND REMOVE EX16TINCG COMPRESSOR DISCONNECT &WITCH ONLY. EXISTING CONDUIT AND EXISTING CONDUCTORS TO BE RE -USED FOR THE INSTALLATION OF A NEW DISCONNECT SWITCH. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. O5 DISCONNECT AND REMOVE EX16TINCG LIGHT SWITCH AND WALL PLATE ONLY. EXISTING BACK -BOX AND EXISTING CONDUCTORS TO BE RE -USED FOR THE INSTALLATION OF A NEW LIGHT SWITCH AND WALL PLATE. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. ODISCONNECT AND REMOVE EX16TINCG WALL MOUNTED SPEAKER ONLY. EX16TINCG BACK -BOX AND EXISTING CONDUCTORS TO BE RE -USED FOR THE RE -INSTALLATION OF THE EX15TINCG WALL MOUNTED SPEAKER UPON COMPLETION OF THE REMODEL WORK. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS, ODISCONNECT AND REMOVE EXISTING DATA OUTLET AND WALL PLATE ONLY. EXISTING BACK -BOX AND EX16TINCG CABLES TO BE RE -USED FOR THE INSTALLATION OF A NEW DATA OUTLET AND WALL PLATE. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. SO EX16TINCG JUNCTION BOX. REMOVE EX16TINCG WALL PLATE ONLY. EX16TINCG JUNCTION BOX TO BE RE -USED FOR THE INSTALLATION OF A NEW DATA OUTLET, DATA CABLES AND WALL PLATE. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. O9 ALL CIRCUITS SERVING THE REMODEL AREA, WHETHER IDENTIFIED ON PLAN OR NOT, SHALL BE TRACED AND IDENTIFIED PRIOR TO START OF THE DEMOLITION PHASE. CIRCUITS AFFECTED BY THE REMODEL THAT SERVE AREAS OF THE BUILDING THAT ARE NOT A PART OF THE REMODEL SHALL BE MAINTAINED IN OPERATION DURING THE CONSTRUCTION PHASE. INTERRUPTION OF SERVICE WILL NOT BE ALLOWED. CLIENT FOCUSED 4 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com AR �,y QRtJFES S/0N 13/2019 C) s v' O Z KELLEY NEEDHAM w No. E17229 rmi C-19064 6/30/20 R%N. : 03/31121 O OF CAS\F a� Cu — U ( ., U O U_ E v � a� m ■ O � °° _0 L_ o Q_ O j Q W U �3: a) z z� O /'rt L 4_0 (� O QL(D v) Z o r--_ 00 AR �,y QRtJFES S/0N 13/2019 SCALE: AS NOTED s v' O Z KELLEY NEEDHAM w No. E17229 rmi C-19064 6/30/20 R%N. : 03/31121 of OF CAS\F CONSULTANT < &�� A&F ENGINEERING GROUP, INC. 9320 BASELINE RD., SUITE C, RANCHO CUCAMONGA, CA 91701 TEL- (909) 941-3008 FAX (909) 941-8211 A. F CHECKED: R.E.S. 13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 DEMOLITION PLANS J Q DRAWING E 1.1co NUMBER: — z 0 0 w co i PANEL "GI" REMODEL POWER PLAN I 7- ALAN NOTES O REFER TO GENERAL NOTES AND DEMOLITION NOTES, DRAWING E-0.1, FOR ADDITIONAL REQUIREMENTS. O NEW RECEPTACLE AND WALL PLATE AT REMOVED RECEPTACLE AND WALL PLATE LOCATION. EXISTING BACK -BOX AND EXISTING CONDUCTORS TO BE RE -USED FOR THE INSTALLATION OF A NEW RECEPTACLE AND WALL PLATE. REFER TO DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS. O NEW COMPRESSOR AT REMOVED COMPRESSOR LOCATION. EXISTING CONDUIT AND EXISTING CONDUCTORS TO BE RE -USED FOR THE INSTALLATION OF A NEW COMPRESSOR. REFER TO DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS. ONEW COMPRESSOR DISCONNECT SWITCH. CONTRACTOR TO MAKE FINAL CONNECTIONS TO COMPRESSOR. O NEW LIGHT DIMMER SWITCH AND WALL PLATE. EXISTING BACK -BOX AND EXISTING CONDUCTORS TO BE RE -USED FOR THE INSTALLATION OF A NEW LIGHT DIMMER SWITCH AND WALL PLATE. REFER TO PLAN 2, THIS DRAWING, AND DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS. O EXISTING WALL MOUNTED SPEAKER. EXISTING BACK -BOX AND EXISTING CONDUCTORS TO BE RE -USED FOR THE RE -INSTALLATION OF THE EXISTING WALL MOUNTED SPEAKER. REFER TO DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS REQUIREMENTS. O NEW DATA OUTLET AND WALL PLATE AT REMOVED DATA OUTLET AND WALL PLATE LOCATION. EXISTING BACK -BOX AND EXISTING GABLES TO BE RE -USED FOR THE INSTALLATION OF A NEW DATA OUTLET AND WALL PLATE. REFER TO DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS. O EXISTING JUNCTION BOX TO BE RE -USED FOR THE INSTALLATION OF A NEW DATA OUTLET, DATA CABLES AND WALL PLATE. REFER TO DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS. OEXACT LOCATION OF OUTLETS SHOWN ON THESE DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECT / CLIENT PRIOR TO ROUGH -IN AND SHALL BE LOCATED IN SUCH A MANNER TO AVOID INTERFERENCES WITH OTHER OUTLETS AND CASEWORK. 10 CONTRACTOR TO COORDINATE FINAL RECEPTACLE LOCATIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. ANY DEVIATIONS FROM PLAN TO BE ADDRESSED PRIOR TO BEGINNING OF WORK. II CONTRACTOR TO PROVIDE ENGRAVED LABELING AT EACH RECEPTACLE, DATA OUTLET, JUNCTION BOX, DISCONNECT SWITCH, ECT. DISPLAYING THE IDF OR PANEL (WITH CIRCUIT) FEEDING THE DATA OUTLET, RECEPTACLE, JUNCTION BOX, DISCONNECT SWITCH, ECT. 12 ALL CIRCUITS SERVING THE REMODEL AREA, WHETHER IDENTIFIED ON PLAN OR NOT, SHALL BE TRACED AND IDENTIFIED PRIOR TO START OF THE DEMOLITION PHASE. CIRCUITS AFFECTED BY THE REMODEL THAT SERVE AREAS OF THE BUILDING THAT ARE NOT A PART OF THE REMODEL SHALL BE MAINTAINED IN OPERATION DURING THE CONSTRUCTION PHASE. INTERRUPTION OF SERVICE WILL NOT BE ALLOWED. 13 WALL MOUNTED FIXTURE AT CEILING. FIXTURE TO BE ANGLED 12 DEGREES DOWN AND TOWARDS THE TARGET AREA. 14 PENDANT MOUNTED FIXTURE. MOUNTING HEIGHT TO BE APPROXIMATELY S'-&" TO THE BOTTOM OF FIXTURE. FIXTURE TO BE ANGLED 12 DEGREES DOWN AND TOWARDS THE TARGET AREA. FIXTURE TO BE SUPPORTED BY P-1000 UNISTRUT SPANNING FROM SIDE TO SIDE OF THE FIRING LANE. PROJECT TRUE " " " PROJECT TRUE NORTH NORTH NORTH NORTH 15 WALL MOUNTED FIXTURE AT CEILING. FIXTURE TO BE ANGLED DOWN AND AT THE TARGET AREA. ACTUAL TILT ANGLE TO BE DETERMINED IN THE FIELD AND COORDINATED WITH THE FIRING RANGE VENDOR/CONTRACTOR. I6 NEW COMBINATION MAGNETIC MOTOR STARTER AND CIRCUIT BREAKER N N IN NEMA 3R ENCLOSURE. OVERLOADS TO BE SIZED PER THE EQUIPMENT NAMEPLATE. PROTECT EXISTING CONDUIT AND WIRE HOME -RUN IN PLACE. 1/4" = 1'-0" 1 1 REMODEL SIGNAL PLAN 1/4" = 1'-0" REMODEL LIGHTING AND POWER PLAN N TRUE NORTH 1/4" = 1'-0" 2 3 17 CONTRACTOR COORDINATE WITH SRI FOR FIRING RANGE FIXTURE LOCATION. ►3 E3 FEN EXISTING PANEL "D., MAIN BREAKER: M.L.O. SCA: 14 KAIC VOLTAGE: 480/277V -4 -WIRE BUS SIZE MouNT: SURFACE LOCATION: ROOF COPPER: 225A. ENTRY: DESCRIPTION CKT BKR P LTS REC MSC MTR A -VA B -VA I C -VA AMPS AC -6 1 40 3 O 5644 5644 5644 a� 4+ AC -4 3 40 3 4205 4205 4205 AC -8 5 40 3 EA 4205 4205 .�MM O � W -0 0 4205 LQ AC -21 7 30 3 3: 3763 L376fl W U 3763 � AC -2 9 40 3 5644 LE4Tl O M 5644 SPACE �--+ U co -2 O �M W SUB TOTA L VOLT/A MPS: 23461 23461 23461 AC -7 2 40 3 � 4205 4205 4205 AC -5 4 40 3 4205 4205 o 4205 AC -1 6 30 3 3763 L376U 3763 AC -24 8 20 3 2960 L296U 2960 SPARE 10 20 3 [�_] EF -1 (15 HP) 12 40 3 5810 L5810 5810 SUB TOTAL VOLT/AMPS: 20943 20943 20943 PA NEL SUB TOTA L VOLT/A MPS: 44404 44404 44404 TOTAL LCL/PHASE 0 0 0 CONNECTED 133212 VA TOTAL VOLT/A MPs: 44404 44404 44404 25% OF MTR: 4358 VA TOTAL AMPS/PHASE 160 160 160 25% OF LCL: 0 VA CALCULATED. 137570 VA = 165.47 AVERAGEAMPS * = INDICATES EXISTING LOAD TO REMAIN. ❑ = INDICATES NEW 40A. CIRCUIT BREAKER IN PLACE OF REMOVED 30A. CIRCUIT BREAKER. NEW CIRCUIT BREAKER TO MATCH EXISTING. CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com �FESS/p1V ARCh'E. CHECKED: R.E.S. DATE: 11/13/2019 0 PROJECT NUMBER: 1614902 DHAMw No. E172294 50r, 6/30/20 /21_��T, O �TFOF CA��F�� a� 4+ Q U O v U EA � m .�MM O � W -0 0 LQ O 3: jC W U � Z Co c:Z O M L �--+ U co -2 O �M W 4_0 � n , vJ Z o rll-_ co �FESS/p1V ARCh'E. CHECKED: R.E.S. DATE: 11/13/2019 S <1, PROJECT NUMBER: 1614902 DHAMw No. E172294 50r, 6/30/20 /21_��T, �TFOF CA��F�� CONSULTANT A&F ENGINEERING GRO UP, INC. 9320 BASELINE RD., SUITE C, RANCHO CUCAMONGA, CA 91701 TEL:- (909) 941-3008 FAX: (909) 941-8211 NO I DATE I BY I DESCRIPTION REVISIONS DRAWN: D.A. CHECKED: R.E.S. DATE: 11/13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 REMODEL PLANS Q DRAWING E-2.1IcmNUMBER:z 0 0 Lu co PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS NEWPORT BEACH POLICE DEPARTMENT GUN RANGE REMODEL CONTRACT NO. 7080-1 IJA►.iJf�jM.f'A►ffU.'f �JAI SECTION 00 — PRE-BID MEETING 00-1 JOBWALK SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents 2-6 WORK TO BE DONE 2-9 SURVEYING 2-9.1 Permanent Survey Markers SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.3 Markup Replace this section with the following: SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.4 Inspection and Testing SECTION 5 - UTILITIES 5-1 LOCATION 5-2 PROTECTION 5-7 ADJUSTMENTS TO GRADE 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 4 4 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 4 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 4 6-1.0 Construction Supervision 4 6-1.1 Construction Schedule 4 6-7 TIME OF COMPLETION 4 6-7.1 General 4 6-7.2 Working Days 5 6-7.4 Working Hours 5 6-9 LIQUIDATED DAMAGES 5 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 6 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 6 7-1.2 Temporary Utility Services 6 7-2-5 Personnel Security Screening 6 7-8 WORK SITE MAINTENANCE 7 7-8.4.3 Storage of Equipment and Materials in Public Streets 7 7-8.6 Water Pollution Control 8 7-8.6.2 Best Management Practices (BMPs) 8 7-10 PUBLIC CONVENIENCE AND SAFETY 9 7-10.1 Traffic and Access 9 7-10.4 Safety 9 7-10.4.1 Safety Orders 9 7-10.5 "No Parking" Signs 9 7-15 CONTRACTOR'S LICENSES 9 7-16 CONTRACTOR'S RECORDS/AS-BUILT DRAWINGS 10 SECTION 9 - MEASUREMENT AND PAYMENT 10 9-3 PAYMENT 10 9-3.1 General 10 9-3.2 Partial and Final Payment. 12 PART 2 - CONSTRUCTION MATERIALS 12 SECTION 201- CONCRETE, MORTAR, AND RELATED MATERIALS 12 201-1 PORTLAND CEMENT CONCRETE 12 201-1.1 Requirements 12 201-1.1.2 Concrete Specified by Class and Alternate Class 12 201-2 REINFORCEMENT FOR CONCRETE 12 201-2.2 Steel Reinforcement 12 201-2.2.1 Reinforcing Steel 12 201-7 NON -MASONRY GROUT 13 201-7.2 Quick Setting Grout 13 PART 3 - CONSTRUCTION METHODS 13 SECTION 300 - EARTHWORK 13 300-1 CLEARING AND GRUBBING 13 300-1.3 Removal and Disposal of Materials 13 300-1.3.1 General 13 300-1.3.2 Requirements 13 300-1.5 Solid Waste Diversion 14 SECTION 310 - PAINTING 14 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS Newport Beach Police Department Gun Range Remodel CONTRACT NO. 7080-1 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) the ARCHITECT'S TECHNICAL SPECIFICATIONS (Project Manual) attached hereto; (2) these Special Provisions; (3) the Plans (Drawing No. B -5272-S); (4) the Asbestos Operations & Maintenance Program; (5) Cal OSHA and SCAQMD Rules and Procedures; (6) the City's Standard Special Provisions and Standard Drawings for Public Works Construction (Current Edition); (7) Standard Specifications for Public Works Construction (2009 Edition), including supplements (Green Book); (8) the applicable Codes shown on the Plans; (9) American Public Works Association Standard Drawings, Latest Edition; and (10) Building Permits. Copies of the Greenbook may be purchased from Building News, Inc. (www.bnibooks. com). The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 - GENERAL PROVISIONS SECTION 00 — PRE-BID MEETING 00-1 JOBWALK The City will conduct a pre-bid site meeting on the date and at the time specified in the Invitation to Bid. Bidder attendance at this meeting is OPTIONAL. On December 17, 2019 at 9:00 a.m. bidders shall meet at the City of Newport Beach Police Department (870 Santa Barbara Drive, Newport Beach 92660). The purpose of the Pre-bid Site Meeting is to acquaint prospective bidders with the site, local physical features, site logistics, obstructions, water and power sources, and security conditions and issues. The conditions and requirements of these Specifications will govern over any information presented at the Pre-bid Site Meeting. Addenda will be prepared and issued, as necessary, to effect any changes to these specifications. Page 1 of 15 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents Add to this section, "If there is a conflict within any one specific Contract Document, the more stringent requirement as determined by the Engineer shall control." 2-6 WORK TO BE DONE Add to this section, "The work necessary for the completion of this contract comprises of general construction of a gun range and associated spaces; obtaining City building permits; passing background checks for all workers entering the Police Station; removing and disposing of the existing improvements; constructing improvements; and completing other incidental items in place as required by the Contract Documents at the Newport Beach Police Department located at 870 Santa Barbara Drive, Newport Beach, CA 92660." 2-9 SURVEYING 2-9.1 Permanent Survey Markers Delete this section and replace with the following: "The Contractor shall, prior to the beginning of work, inspect the project for existing survey monuments and then schedule a meeting with the City Surveyor to walk the project to review the survey monuments. The Contractor shall protect all survey monuments during construction operations. In the event that existing survey monuments are removed or otherwise disturbed during the course of work, the Contractor shall restore the affected survey monuments at his sole expense. The Contractor's Licensed Surveyor shall file the required Record of Survey or Corner Records with the County of Orange upon monument restoration. Existing street centerline ties and property corner monuments are to be preserved. The Contractor shall be responsible for the cost of restoring all survey ties and/or monuments damaged by the Work." SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.3 Markup Replace this section with the following: "(a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: Page 2 of 15 1) Labor ............................................ 10 2) Materials ....................................... 10 3) Equipment Rental ........................... 10 4) Other Items and Expenditures ........... 10 To the sum of the costs and markups provided for in this subsection, one (1) percent shall be added for compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) shall be applied to the Subcontractor's actual cost (prior to any markups) of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.4 Inspection and Testing All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used in the work until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer full information as to the progress of the work in its various parts and shall give the Engineer timely (48 - hours minimum) notice of the Contractor's readiness for inspection. Submittals are required for all construction material. The Engineer shall select an independent testing laboratory and pay for all testing as specified in the various sections of the Standard Special Provisions and these Special Provisions. When, in the opinion of the Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which the Contractor executed the work, such tests and inspections shall be paid for by the Contractor." SECTION 5 - UTILITIES 5-1 LOCATION Add the following after the 3rd paragraph: "Within seven (7) Calendar days after completion of the work or phase of work, the Contractor shall remove all USA utility markings. Removal by sand blasting is not allowed. Any surface damaged by the removal effort shall be repaired to its pre -construction condition or better at the Contractor's sole expense." Page 3 of 15 5-2 PROTECTION In the event that an existing pull or meter box or cover is damaged by the Work and is not re -useable, the Contractor shall provide and install a new pull or meter box or cover of identical type and size at no additional cost to the City. 5-7 ADJUSTMENTS TO GRADE The Contractor shall adjust or replace to finish grade of City -owned water meter boxes, water valve covers, sewer manholes, sewer cleanouts and survey monuments. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK The time of completion as specified in Section 6-7, shall commence on the date of the `Notice to Proceed'. 6-1.0 Construction Supervision The timely and quality completion of the work is of paramount importance to the City. As such, the contractor shall have full time superintendence for the entire contract. 6-1.1 Construction Schedule No work shall begin until a "Notice to Proceed" has been issued, a pre -construction meeting has been conducted, and a schedule of work has been approved by the Engineer. The Contractor shall submit a construction schedule to the Engineer for approval a minimum of five working days prior to the pre -construction meeting. Schedule may be bar chart or CPM style. The Engineer will review the schedule and may require the Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved schedule, the Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the original schedule and has demonstrated that the ability to maintain the approved schedule in the future. Such stoppages of work shall in no way relieve the Contractor from the overall time of completion requirement, nor shall it be construed as the basis for payment of extra work because additional personnel and equipment were required on the job. 6-7 TIME OF COMPLETION 6-7.1 General The Contractor shall complete all work under the Contract within 60 consecutive working days after the date on the Notice to Proceed. Page 4 of 15 The Contractor shall ensure the availability and delivery of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time for 100 percent completion of work. 6-7.2 Working Days Revise 3) to read: "any City holiday, defined as January 1St (New Year's Day), the third Monday in January (Martin Luther King Day), the third Monday in February (President's Day), the last Monday in May (Memorial Day), July 4th, the first Monday in September (Labor Day), November 11th (Veterans Day), the fourth Thursday and Friday in November (Thanksgiving and Friday after), December 24th, (Christmas Eve), December 25th (Christmas), and December 31St (New Year's Eve). If the holiday falls on a Sunday, the following Monday will be considered the holiday. If the holiday falls on a Saturday, the Friday before will be considered the holiday." Add the following Section 6-7.4 Working Hours 6-7.4 Working Hours Normal working hours are limited to weekdays from 7:00 a.m. to 5:30 p.m. The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., before or after the normal working hours prescribed above. Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. The request may be for 5:00 a.m. to 7:00 a.m. on weekdays or 7:00 a.m. to 6:00 p.m. on Saturdays only. A request for working outside the normal working hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $146 per hour when such time periods are approved. 6-9 LIQUIDATED DAMAGES For each consecutive calendar day after the time specified in Section 6-7-1 for completion of the work, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $1,000.00. Execution of the Contract shall constitute agreement by the Agency and Contractor that the above liquidated damages per day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. The intent of this section is to emphasize to the Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence so as to minimize Page 5 of 15 inconvenience to Police Department personnel, residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services If the Contractor elects to use City water, he shall arrange for a meter and tender a $1,073.21 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to the Contractor, less a $90 monthly charge for meter use, a charge for water usage and any repair charges for damage to the meter. City shall designate to the Contractor the location of the fire hydrant or other connection acceptable for drawing of construction and temporary water. City reserves the right to limit the location, times and rates of drawing of such water. 7-2 LABOR 7-2-5 Personnel Security Screening Prior to commencing services, Contractor and all personnel assigned to work at the Newport Beach Police Department Headquarters (870 Santa Barbara Drive) are required to successfully pass a California Department of Justice Live Scan Fingerprinting background check (Live Scan), wants/warrants check and regional records clearance performed by the City of Newport Beach Police Department. The Contractor shall be responsible for obtaining the Live Scan for all workers prior to performing work and shall bear the cost thereof. The Contractor shall schedule the Live Scan with the Newport Beach Police Department. On the day of the Live Scan, the worker must obtain an application form from the Newport Beach Police Department (located at 870 Santa Barbara Drive). Upon completion of the application form, the Live Scan will be performed. The worker must possess a photo ID (e.g. Driver's License) at the time of the Live Scan. The Police Department will advise the Contractor and City's Project Manager whether the worker has passed Live Scan and want/warrant and records clearance. Following Council award the Contractor shall schedule all employees planning to work within the facility for the Police Department screening process. Obtaining the screening results may take up to three weeks to process and is the sole responsibly of the Contractor in managing all employees working at the Police Department. 7-5 PERMITS Replace this section with "The project is deemed `permit ready' by the City's Building Division (Plan Check No. 2170-2019). The Contractor shall obtain building permits from Page 6 of 15 the Building Department prior to starting work and submit all deferred submittals for Building Department review per contract documents. City of Newport Beach Building Department permit and normal inspection fees shall be waived." 7-8 WORK SITE MAINTENANCE Add to this Section: "The Contractor shall: 1. Make every effort to conduct the work in a manner that will not interfere with the ingress/egress of the Police Station or adjoining Fire Station No. 3. 2. Apply dust controls whenever airborne errant dust is observed. 3. Remove all construction debris from the work site at the end of each work day. 4. Provide restrooms and trash service for the construction personnel. 5. Provide parking lot sweeper service to mechanically and/or manually remove errant construction debris and dust as directly by the Engineer. 6. Provide reasonable cleaning service as directed by the Engineer to remove dust and other errant debris that were not controlled during the construction and have deposited upon the adjoining work areas, building windows, hall ways, meeting areas, etc. 7. NO parking vehicles within the Police Department parking lot immediately southwest of the Police Department jobsite. 7-8.4.3 Storage of Equipment and Materials in Public Streets Construction materials and equipment may be store onsite if approved by the Engineer in advance. Construction equipment and materials stored onsite shall be kept safe and closed from the public. It is the Contractor's responsibility to obtain an area for the storage of equipment and materials. The Contractor shall obtain the Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, the Contractor shall take photos of the laydown area. The Contractor shall restore the laydown area to its pre -construction condition. The Engineer may require new base and pavement if the pavement condition has been compromised during construction. Add to this Section: "The Contractor shall: 1. Make every effort to conduct the work in a manner that will not interfere with the ingress/egress of the adjoining police activities. 2. Remove all construction debris from the work site at the end of each work day. 3. Provide restrooms and trash service for the construction personnel. Page 7 of 15 4. Provide sweeper service to mechanically and/or manually remove errant construction debris and dust as directly by the engineer. 5. Provide reasonable cleaning service as directed by the Engineer to remove dust and other errant debris that were not controlled during the construction and have deposited upon the parked vehicles, building windows, adjoining work stations, etc. 6. Coordinate delivers, staging, work so as not to interrupt daily police activities. 7-8.6 Water Pollution Control Surface runoff water, including all water used during sawcutting operations, containing mud, silt or other deleterious material due to the construction of this project shall be treated by filtration or retention in settling basin(s) sufficient to prevent such material from migrating into any catch basin, Newport Harbor, the beach, or the ocean. The Contractor shall also comply with the Construction Runoff Guidance Manual which is available for review at the Public Works Department or can be found on the City's website at www.newportbeachca.gov/publicworks and clicking on permits, then selecting the link Construction Runoff Guidance Manual. Additional information can be found at www.cleanwaternewport.com." 7-8.6.2 Best Management Practices (BMPs) Add to this section: The Contractor shall submit a Best Management Practice (BMP) plan for containing any wastewater or storm water runoff from the project site including, but not limited to the following: a. No placement of construction materials where they could enter storm drain system, which includes gutters that lead to catch basins. b. Checking construction vehicles for leaking fluids. c. Providing a controlled area for cleaning or rinse -down activities. d. Monitoring construction activities. e. Minimizing usage of water when saw -cutting and vacuum the residue. f. Providing measures to capture or vacuum -up water contaminated with construction debris. g. Removing any construction related debris on a daily basis. h. Protecting work areas from erosion. The BMP will be approved by the Engineer prior to any work. The City of Newport Beach will monitor the adjacent storm drains and streets for compliance. Failure of the Contractor to follow BMP will result in immediate cleanup by City and back -charging the Contractor for all costs plus 15 percent. The Contractor may also receive a separate Administrative Citation per Section 14.36.030A23 of the City's Municipal Code. Page 8 of 15 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 Traffic and Access Add to this Section: "The project is located in a Newport Beach Police Department bordered by Jamboree Road and Santa Barbara Drive and used by police and fire department vehicles throughout each day. The police department property shall be passable by vehicles as there are limited detour routes available to redirect traffic. Additionally, the Contractor shall comply with the applicable traffic control and access requirements in accordance with Section 7-10 of the Standard Specifications and the Work Area Traffic Control Handbook (W.A.T.C.H.), also published by Building News, Inc." 7-10.4 Safety 7-10.4.1 Safety Orders The Contractor shall be solely and completely responsible for conditions of the job -site, including safety of all persons and property during performance of the work, and the Contractor shall fully comply with all State, Federal and other laws, rules, regulations, and orders relating to the safety of the public and workers. The right of the Engineer or the City's Representative to conduct construction review or observation of the Contractor's performance shall not include review or observation of the adequacy of the Contractor's safety measures in, on, or near the construction site. 7-10.5 "No Parking" Signs The Contractor shall install, and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs) which he shall post at least forty- eight hours in advance of the need for enforcement. The signs will be provided by the City at no cost to the Contractor. However, the City reserves the right to charge $2.00 per sign following any excessive abuse or wastage of the signs by the Contractor. In addition, it shall be the Contractor's responsibility to notify the City's Police Department at (949) 644-3717 for verification of posting at least forty-eight hours in advance of the need for enforcement. The City of Newport Beach "Temporary Tow -Away, No Parking" signs are available at the Public Works Department public counter. The Contractor shall print the hours and dates of parking restriction on the "NO PARKING -TOW AWAY" sign in 2 -inch high non -erase letters and numbers. A sample of the completed sign shall be reviewed and approved by the Engineer prior to posting. 7-15 CONTRACTOR'S LICENSES From the time of bid opening until work completion, the contractors working on this Project shall comply with the following licensing requirements. Page 9 of 15 • The contractor awarded the Project: General Building "B". • The contractor(s) performing non -building work shall be appropriately licensed by the State of California for their work. From the start of work until project completion, the Contractor and all Sub -contractors shall possess a valid Business License issued by the City of Newport Beach. 7-16 CONTRACTOR'S RECORDS/AS-BUILT DRAWINGS A stamped set of approved plans and specifications shall be on the job site at all times. In addition, the Contractor shall maintain "As -Built" drawings of all work as the job progresses. A separate set of drawings shall be maintained for this purpose. These drawings shall be up-to-date and reviewed by the Engineer at the time each progress bill is submitted. Any changes to the approved plans that have been made with approval from the Engineer shall be documented on the "As -Built" drawings. The "As -Built" shall be submitted and approved by the Engineer prior to final payment or release of any bonds. The Contractor shall maintain books, records, and documents in accord with generally accepted accounting principles and practices. These books, records, and documents shall be retained for at least three years after the date of completion of the project. During this time, the material shall be made available to the Engineer. Suitable facilities are to be provided for access, inspection, and copying of this material." SECTION 9 - MEASUREMENT AND PAYMENT 9-3 PAYMENT 9-3.1 General The unit and lump sum prices bid for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of work in place and no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. The following items of work pertain to the bid items included within the Proposal: Item No. 1 Police Department Gun Range Remodel: Work under this Item shall include all of the costs necessary to complete all of the work shown on the plans and in the contract documents, complete and in place. The following is listing of work items that need further itemization on the Schedule of Values to be submitted to the Engineer immediately upon project award to the low responsible bidder by the Newport Beach City Council. The cost of all other items of work that are not specifically listed as required but are customary to be completed as a prerequisite for a fully functional Page 10 of 15 facility shall have been included in the bid and no additional compensation shall be made. • Mobilization and Demobilization: Work under this item shall include, but not limited to, providing bonds insurance and financing; delivering all required notification to residents, posting signs; establishing a field office and construction storage location; scheduling Building Division inspections; obtaining all applicable permits; finalizing the permits and all the conditions pertaining to the permits; preparing the BMP Plan and construction schedule; providing traffic control and temporary construction fencing surrounding areas that are subject to construction debris while the Police Department Headquarters is open; and all other related work as required by the Contract Documents. This shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. • Security Background Screening: All personnel working under this contract shall be screened by the Newport Beach Police Department per Section 7- 2.5. • Photographic Records of Building and Site Pre -construction Condition: Work under this item shall include providing the City labeled unaltered photographs of the building exterior and interior, parking lot, and fixtures attached to the building. Photographs shall be provided to the City via 4"x6" minimum size colored prints and in electronic *.jpg format. Construction activities shall not start until the photographs have been received and the Engineer has authorized work to commence. • Hazardous Waste Management and Removal: Work under this item shall include managing, removing and disposing all hazardous waste by a State Certified Abatement Contractor following SCAQMD. All SCAQMD manifests documenting removal shall be provided to the Engineer under this payment item. The abatement and removals shall be in accordance to the Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report dated October 13, 2016. • Removals: This work shall include all of the costs needed to remove and dispose of all of the existing improvements that need to be removed such as interfering items in order to space for the new improvements in the Contract Document. • Project Site Maintenance: This work shall include all of the costs needed to complete the work listed under Section 7-8 of these Special Provisions. • Construct New Improvements: This work shall include all of the costs needed to provide, install, furnish, and construct, all of the new improvements and items in the Contract Document complete and in place. The cost of all Page 11 of 15 required building tests as required by the Building Permits shall be made as a part of the price bid. Item No. 2 Furniture and FF+E Allowance: The Contractor shall have included in its bid a $10,000.00 allowance for the procurement, delivery, and installation of the furniture pieces of wall mounted clocks, televisions, monitors, framed graphic pieces, decorations, etc. items to be selected by the Engineer during the work. Item No. 3 Provide As -Built Plans and Closeout Documents: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings and closeout document. These drawings must be kept up to date and submitted to the Engineer for review prior to request for monthly payments. An amount of $2,000.00 is determined for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. 9-3.2 Partial and Final Payment. Delete the third paragraph and replace with the following: From each progress estimate, five (5) percent will be retained by the Agency, and the remainder less the amount of all previous payments will be paid. Add to this section: Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code. PART 2 - CONSTRUCTION MATERIALS SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements 201-1.1.2 Concrete Specified by Class and Alternate Class Portland Cement concrete for construction shall be Class 560-C-3250. 201-2 REINFORCEMENT FOR CONCRETE 201-2.2 Steel Reinforcement 201-2.2.1 Reinforcing Steel Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2 -inch minimum cover unless shown otherwise on the plans. Page 12 of 15 201-7 NON -MASONRY GROUT 201-7.2 Quick Setting Grout The Contractor shall grout the area between an existing reinforced concrete structure and the new storm drain pipe with a quick setting grout. PART 3 - CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.3 Removal and Disposal of Materials Add to this Section: Removal and disposal of material shall be done by City approved Licensed and Franchised Commercial Solid Waste Haulers. A current list of approved haulers can be provided upon request or be found on the City's website at: http://newportbeachca.gov/index.aspx?page=157 and then selecting the link Franchised Haulers List. 300-1.3.1 General Add to this section: The work shall be done in accordance with Section 300-1.3.2 of the Standard Specifications for Public Works Construction except as modified and supplemented herein. Joins to existing pavement lines shall be full depth sawcuts. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. The Engineer must approve final removal accomplished by other means. The Contractor shall maintain the job site in a clean and safe condition. The Contractor shall remove any broken concrete, debris or other deleterious material from the job site at the end of each workday or as directed by the Engineer. All areas of roadway removal and replacement shall have a minimum trench width of 3 -feet to facilitate maximum compaction. Contractor shall meet with the Engineer to mark out the areas of roadway removal and replacement. The Contractor shall dispose of all excess or waste material and shall include all fees for such disposal in the appropriate bid items. 300-1.3.2 Requirements (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveways, and Alley Intersections. Replace the first sentence of this Section with: "Saw cuts shall be neatly made to a minimum of two (2) inches." Replace the words "1-'/2 inch" of the last sentence with the words "two (2) inches". Page 13 of 15 300-1.5 Solid Waste Diversion Non -reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill. The Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. The Contractor shall report said tonnage monthly to the Engineer and provide appropriate confirmation documentation from the recycling facility. All material disposal manifests shall be provided to the Engineer prior to release of final retention. SECTION 310 - PAINTING 310-5 PAINTING VARIOUS SURFACES 310-5.7 A minimum of two coats of paint shall be applied to all exposed surfaces to match existing per contract documents. SECTION 314 --- HAZARDOUS WASTE REMOVAL 313-1 General. The Asbestos, Lead -Based paint, Lead Dust and Lead Debris Survey Report prepared by Masek Consulting Services, Inc. dated October 13, 2016 indicates the presence of Lead. Any Lead shall be removed by a State Certified Hazardous Waste Abatement Contractor. All disposal manifests documenting removal shall be provided to the City. 700-1 ASBESTOS SURVEY REPORT The Contractor shall fully comply with the following ARCHITECT'S TECHNICAL SPECIFICATIONS (Project Manual) which augments, but are not referenced to, sections of the Standard Specifications for Public Works Construction. Page 14 of 15 MASEK CONSULTING SERVICES, INC. 23478 Sandstone St. • Mission Viejo, CA 92692 Phone (949) 581-8503 • http://www. masekconsulting. net Keeping You Out Of Trouble Is No Trouble For Us' Asbestos Lead Mold PCBs Indoor Air Quality Abatement Project Management LEED° Phase Environmental Site Assessments Property Condition Assessments Universal Wastes Toxic and Hazardous Materials Experience With Thousands of Buildings and Properties Specialists In Saving Money, Keeping Projects On Schedule, and Reducing Liability Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA Prepared For WLC Architects October 13, 2016 TABLE OF CONTENTS Page Project -Specific Limitations.................................................. 2 Company Background...................................................... 2 Asbestos Survey Findings ................................................... 2 Homogeneous Areas and Samples ....................................... 2 Lead -Based Paint and Lead Bulk and Wipe Sample Findings ........................ 3 Building Description and Photographs .......................................... 6 Recommendations.... ' ' ' ' ' ' ....................... ...................... ecommendations....................................................... 11 Limitations of Polarized Light Microscopy (PLM) Analytical Methods. ........... 11 Lead Regulations.................................................... 11 Lead Waste Disposal ................................................. 14 Scope of Services......................................................... 14 Asbestos Containing Materials (ACMs) Which Are Banned . .................. 14 Which Materials Commonly Contain Asbestos? ............................ 16 Asbestos Sampling .................................................. 20 Asbestos Laboratory Analysis .......................................... 21 LeadSurvey........................................................ 22 General Limitations........................................................ 22 Regulatory Compliance.................................................... 22 Consultant Background.................................................... 23 Sketch and Laboratory Report Attachments ..................................... 23 Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 1 of 24 Our inspection was performed on October 6, 2016. Anyone reading this report should read the entire report, including attachments, which are part of this report. We use "we" throughout, rather than the awkward repeating of our name. Project -Specific Limitations This survey was limited to the shooting range only. No other areas of the building The general limitations at the end apply to all projects. Company Background Since 1991 we have provided services at many thousands of properties of all types. Our goals have always been to produce superior reports, offer superior value, and provide superior service. Significantly, about 33% of our revenue has been from sub -consulting work for medium and large consulting companies who demand top quality and choose to trust us to do work for their clients. Our clients include investors, architects, lenders, attorneys, government organizations, property management firms and other consulting firms. We provide a wide range of services needed for pre-acquisition due diligence of commercial properties and for management and correction of identified hazards or deficiencies. Please visit our web site for more information: http://www.masekconsulting.net Asbestos Survey Findings Homogeneous Areas and Samples To make the following table and this report readily readable, we utilize 12 point or larger type for all but the page footers and attachments. People also do not like having to turn pages to read them, especially if they are reading a screen. For the convenience of readers, we minimize the number of columns by using convenient codes for condition, disturbance potential, friability, removal, and waste handling. We generally omit the prefix of the sample numbers from the sketch(es) or drawings for clarity. Such prefixes are used solely to prevent the laboratory from accidentally mixing samples from different batches. Please see the Scope of Services section below for information on our sampling protocols. Homogeneous Area Sample Specific Sample Location Lab. (an area of material uniform Number If one or more samples Result in color, texture, contain asbestos, the % or construction or application entire homogeneous area None Detected date and general must be treated as appearance) I lasbestos containing foam wall panels adhesive A-1 left side wall none detected 11 A-2 right side wall none detected Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 2 of 24 Homogeneous Area Sample Specific Sample Location Lab. (an area of material uniform Number If one or more samples Result in color, texture, contain asbestos, the % or construction or application entire homogeneous area None Detected date and general must be treated as appearance) I lasbestos containing acoustic textured material A-3 rear right side none detected on the upper walls in the back of the room A-4 rear left side none detected drywall joint compound & A-5 on the ceiling in back none detected texture A-8 on the ceiling rear left none detected A-11 front left none detected 112'x 2' suspended ceiling A-6 in the back, center none detected panels A-7 center none detected 11 A-10 left side none detected drywall on the ceiling (non- A-12 front left side none detected suspect, sampled only to avoid questions and delays) structural steel fireproofing A-9 at existing hole in the none detected above the drywall ceiling drywall ceiling (only two locations accessible) A-13 at existing hole in the ceiling near the front of none detected the room Lead -Based Paint and Lead Bulk and Wipe Sample Findings The lead-based paint (XRF readings greater than or equal to 1.0 mg/cm2 in most places) identified is: • On the metal partitions and structural steel columns in front Lead Survey Samples A room equivalent is an identifiable part of a building (e.g., room, exterior, corridor, stairway, foyer, Etc.). Closets or other similar areas adjoining rooms are not considered as separate room equivalents unless they are obviously dissimilar from the adjoining room equivalent. Each testing combination may be composed of more than one building component (such as two similar windows within a room equivalent). Surfaces covered with wallpaper are assumed to be painted. Forvarnished, stained, or similar clear -coated floors, measurements in only one room equivalent Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 3 of 24 are permissible if it appears that the floors in the other room equivalents have the same coating. Some testing combinations have multiple parts. For example: • All of the parts of an interior window sash; • All of the parts of the window frame and trim (casings, stops, jambs, aprons, Etc.); • All of the parts of baseboard assembly (main board, quarter round, and so forth); • All of the parts of a door (stiles, rails, panels, mullions, panels, Etc.); and, • All of the parts of a door frame assembly (jambs, stops, transoms, casings, Etc.). Because it is highly unlikely that all the parts would have different painting histories, they are not considered separate testing combinations, unless we have substantial evidence that different parts have separate, distinct painting histories. When the plus or minus indication on the XRF instrument is such that adding the amount indicated to the reading would cause it to be equal to or over the positive level, we add it and report that amount. In the Title 17, California Code Of Regulations, Division 1, Chapter 8: "Industrial building" means a structure that is used primarily for industrial activity, which is generally not open to the public, including but not limited to, warehouses, factories, and storage facilities. "Industrial building" does not include any structure which fits the definition of a public building or a residential building. "Public building" means a structure, or part of a structure, and its land, which is generally accessible to the public, including but not limited to, schools, daycare centers, museums, airports, hospitals, stores, convention centers, government facilities, office buildings and any other building which is not an industrial building or a residential building. "Residential building" means a structure, or part of a structure, and its land, which is used or occupied, or intended to be used or occupied, in whole or in part, as the home or residence of one or more persons. A police shooting range is obviously an "industrial building" as it clearly is not a "residential building," since nobody is allowed to live in it, nor a "public building," since it is not open to the public. Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 4 of 24 Testing Combinations Lead Condition mg/cm2 G -goodF- fair P- poor Room Equivalent Component Substrate W -wood P - plaster S - stucco M - metal D - dr all calibration 1.04 1.0 Calibration 0.71 0.7 Calibration 0.31 0.3 Shooting range column w g 0.14 round column Vertical wall m m g f 1.0 0.9 panels/dividers in front " m f 1.0 Floor concrete f 0.02 floor concrete g 0.13 floor concrete f 0.18 wall panels m f 0.03 tracks wall panels m m g f 0.04 0.13 tracks ceiling m d g f 0.18 0.00 framing window frame w w g g 0.08 0.02 door frame w g 0.08 door calibration 1.04 w g 0.00 1.0 Lead Wipe Samples All of the lead wipe sample results exceeded the residential and child -occupied facility standard limit of 40 pg/ft2. However, the facility is a police shooting range, so the dust is an OSHA issue for employees, including those performing renovation work. It will also be an issue for disposal of the waste generated when the floor is cleaned as part oft eh renovation work. Lead Wipe Samples, All Samples Collected Suing A One Square Foot Template Sample Number Location Sampled [Result, pg/ft2 F-1 table area floor 96 Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 5 of 24 Lead Wipe Samples, All Samples Collected Suing A One Square Foot Template =Sample Number Location Sampled [Result, fag/ft' F-2 center left side range floor 87 F-3 center rear 1/3 of the range floor 160 F-4 center of floor in front of the trap 990 F-5 entrance, center, on plastic / rubber flooring 51 Bulk Lead Waste Samples We collected a composite sample of the waste in the trap. We then observed significant amounts of waste in the tracks which we were told are to be demolished, so also sampled it. The waste in the trap was found to contain 1,900 mg / Kg (ppm) of lead. The waste in the tracks was found to contain 3,400 mg / Kg of lead. The means that both wastes are hazardous lead waste (code D008). Building Description and Photographs The photographs are important parts of the descriptive information. The subject property contains a police shooting range portion of a police building. The range room is masonry with metal dividers between shooting positions, suspended ceiling panels, drywall, foam, and rubber absorbent materials. There is some plastic/rubber flooring at the entry. There are plastic laminate storage cabinets. Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 6 of 24 Photo 1: The shooting range Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 7 of 24 f'^ Photo 2: The texture materials on small areas of both side walls towards the trap found not to be an asbestos containing material Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 8 of 24 -A. r Photo 3: Drywall above the suspended ceiling panels, with joint compound found not to contain asbestos Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 9 of 24 Photo 4: The structural steel fireproofing was found not to contain asbestos. Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 10 of 24 Recommendations All persons who read and use this report should read the entire report and all of the attachments. Information on laws and regulations is provided as a convenience, not as a substitute for proper legal advice and review of the entire text of the applicable laws and regulations. To clean the range prior to the renovation work, a lead abatement contractor should be hired to clean the tracks, the floor, and the trap. The waste in the traps and tracks and the dust on the floors should be collected and packed in containers for disposal as hazardous lead waste (Code D008). No "profile" testing will be needed, as the laboratory results in this report already show that the lead waste will be hazardous waste, so will have to be packed, handled, hauled, and disposed as such. Three clearance wipe samples should be collected from the floor prior to turning the room over to the renovation contractor(s). The lead abatement contractor should also remove and dispose the shooting partitions if those are to be removed. If not, the renovation contractor needs to know they are coated with lead- based paint and handle them properly. Limitations of Polarized Light Microscopy (PLM) Analytical Methods It is possible that materials reported to contain less than 1% asbestos by Polarized Light Microscopy (PLM) analysis may or may not actually contain asbestos. Non -friable Organically Bound (NOB) such as floortiles (vinyl and asphalt), roofing materials, mastics, and caulking may contain asbestos which is tightly bound to the matrix material and therefore not easily isolated and detected by microscopy. PLM many not detect asbestos fibers less than 0.2 microns in diameter. Because asbestos fibers found in NOB materials may be less than 0.1 microns in diameter, this method can sometimes yield low estimates or even false negative results. In New York, both PLM and TEM analysis is required in order to declare that samples of NOB materials do not contain asbestos. Clients in other areas may wish to have samples of non -friable organically bound materials reported as "none detected" under PLM analysis re -analyzed by TEM. Lead Regulations Three federal agencies regulate lead paint under Title X of the Housing and Community Development Act of 1992: The Environmental Protection Agency (EPA), the Department of Housing and Urban Development (HUD), and the Occupational Safety and Health Administration (OSHA). The federal lead regulations for construction work are contained in 29CFR1926.62 and the corresponding California regulations in CCR 8 Section 1532.1 have some additions or revisions which are not in the federal regulations. In California, accreditation, certification, and work practices for lead-based paint and lead hazards are regulated by Title 17, California Code Of Regulations, Division 1, Chapter 8. California Senate Bill 460 amended H&SC 17920.10 by adding "lead hazards" as a violation, Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 11 of 24 amended H&SC 17961 to allow local agencies to enforce 17920.10 when lead hazards are present, and amended H&SC 105251-56 making it illegal for contractors to create lead hazards and to allow local enforcement agencies to perform enforcement. In California, lead abatement work must be performed by California CDPH (formerly DHS) accredited supervisors and workers. The action level for employee exposure to airborne lead is 30 pg/m3 averaged over an 8 -hour day. The Permissible Exposure Limit (PEL) is 50 pg/m3 averaged over an 8 -hour day. If lead is present in a construction workplace in any quantity, the construction employer is required to make an initial determination of whether any employee's exposure to airborne lead exceeds the action level. This initial determination requires that the employer perform an exposure assessmentto monitorthe construction workers' exposures unless they have objective data from similar operations performed within the previous 12 months, or data from outside sources such as trade associations and suppliers. In a letter to Mr. William F. Alcarese dated September 10, 2008, federal OSHA stated that an employer working with paint which contains any amount of lead in such as way that would generate airborne levels to which employees may be exposed, must conduct exposure monitoring (or use objective or historical data to demonstrate that the action level is not exceeded. Monitoring for an initial exposure assessment may be limited to a representative number of employees who are reasonably expected to have the highest exposure levels. Such monitoring is typically done by clipping small battery -powered air pumps to the employees' belts, with hoses running to filter cassettes clipped to the lapel of their shirts. Some people mistakenly assume that work on materials found to contain any lead, even a low reading such as 0.18 mg/cm2, requires use of a lead abatement contractor. That is incorrect, as abatement personnel are mainly trained to remove lead paint and ceramic tile, not to perform normal construction tasks. There are four categories of tasks with different requirements for performing exposure assessments when lead is present and when the amount of lead is unknown: 1) For common miscellaneous construction tasks such as demolition using machinery, drilling holes through walls to run pipes or conduits, driving fasteners into surfaces, the regulations do not list any special requirements for performing exposure assessments. However, if an employerof an employee performing such a task has any reason to believe that an employee may be exposed to lead in excess of the PEL, they are required to implement the same personal protective measures as for category 2 below. It is obvious that many employers assume that employees performing such work, especially with paint containing less than 1.0 Mg/CM2 of lead, will not be exposed above the PEL. In California, Title 8, Section 1532.1 states that exposure assessment for such tasks is not required if data showing that the paint contains less than 600ppm of lead is available. However, that is a lesser standard than in the federal regulations, and federal OSHA, in a letter to Mr. William F. Alcarese dated September 10, 2008, states "Accordingly, for all tasks governed by OSHA's Lead Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 12 of 24 in Construction standard (29 CFR 1926.62) involving paints having any level of lead, employers must comply with the assessment measures and any applicable protections of that standard." Also, data showing if the paint is above or below 600ppm of lead is usually not available, as the X -Ray Fluorescence (XRF) machines which are the normal and preferred method of testing produce results in units of milligrams per square centimeter, not ppm, and no conversion between the two units is possible. 2) For the tasks listed below, performing an exposure assessment requires that the workers involved be provided with personal protective clothing and equipment, change areas, hand washing facilities, biological monitoring (blood tests), training, and tight fitting air purifying half -face or better respirators as specified in the regulations : Manual demolition of structures (e.g., dry wall) Manual scraping; Manual sanding; Heat gun applications; Power tool cleaning with dust collection systems; and, Spray painting with lead paint; 3) For the tasks listed below, performing an exposure assessment requires that the workers involved be provided with personal protective clothing and equipment, change areas, hand washing facilities, biological monitoring (blood tests), training, and tight fitting air purifying full -face or better respiratory protection as specified in the regulations : Using lead containing mortar; Lead burning; Rivet busting; Power tool cleaning without dust collection systems; Cleanup activities where dry expendable abrasives are used; Abrasive blasting enclosure movement and removal; 4) For the tasks listed below, performing an exposure assessment requires that the workers involved be provided with personal protective clothing and equipment, change areas, hand washing facilities, biological monitoring (blood tests), training, and tight fitting full -face PAPR or better respiratory protection as specified in the Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 13 of 24 regulations: Abrasive blasting; and, Welding, cutting, and torch burning. Lead Waste Disposal To determine if lead waste, including soil, demolition debris, and waste from lead abatement projects, is hazardous waste: 1) Sample the waste and have a laboratory perform a Total Threshold Limit Concentration (TTLC) test (preparation EPA 305013, test method EPA 601013). If that test indicates 1,000 parts per million (ppm) or more lead, the waste is hazardous waste. This has already been done and documented in this report. Hazardous wastes must be disposed of at a hazardous waste landfill and must be hauled under a proper manifest by a licensed hazardous waste transporter. Scope of Services We performed a visual examination of those areas to determine the overall construction and usage of the building(s) and to plan and coordinate the survey work, taking into account any information provided on the age and construction of the building(s). We examined any plans and documents supplied to us determine if any ACMs were specified and to provide information on remodeling or renovation work. Areas of potential ACM were identified using the available information on the age of the building, construction materials present and the consultant's expertise. Asbestos Containing Materials (ACMs) Which Are Banned It is important not to view the dates of the laws / regulations which banned the materials listed below as absolute cut-off dates. In many cases, the laws / regulations allowed suppliers to sell their existing supplies, and the manufacturers may not have immediately been aware of the new laws / regulations. For example, we have spoken with a large manufacturer of drywall joint compound in southern California and learned that they were still manufacturing drywall joint compound with asbestos in the middle 1980s. Ourexperience inspecting thousands of buildings of all types also confirms that asbestos containing drywall joint compound was used in many buildings constructed in the middle 1980s. • Spray applied fireproofing was banned by the 1973 Clean AirAct (CAA) Asbestos National Emission Standard for Hazardous Air Pollutant (NESHAP); • Wet -applied and pre -formed (molded) asbestos pipe insulation and pre -formed (molded) asbestos block insulation on boilers and hot water tanks were banned by the 1975 Clean Air Act (CAA) Asbestos National Emission Standard for Hazardous Air Pollutant (NESHAP); Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 14 of 24 • Spray applied decorative ACM (e.g. acoustic ceiling texture) was banned by the 1978 Clean Air Act (CAA) Asbestos National Emission Standard for Hazardous Air Pollutant (NESHAP); • Patching compounds which are used to cover, seal or mask cracks, joints, holes and similar openings in the trim, walls, ceiling, etc. of building interiors (also used to create textured effects) which a consumer can purchase (those where the sale or use of the product by consumers is facilitated, and those containing respirable free form asbestos which are used in residences, schools, hospitals, public buildings or other areas where consumers have customary access) were banned by the US Consumer Product Safety Commission (CPSC) in 1978 - see 16 CFR 1304; • Artificial emberizing materials (ash and embers) containing respirable freeform asbestos (generally packaged in an emberizing kit for use in fireplaces, and designed for use in such a manner that the asbestos fibers can become airborne under reasonably foreseeable conditions of use were banned by the US Consumer Product Safety Commission (CPSC) in 1978 - see 16 CFR 1305; • Spray -on application of materials containing more than 1 % asbestos to buildings, structures, pipes, and conduits unless the material is encapsulated with a bituminous or resinous binder during spraying and the materials are not friable after drying was banned by the 1990 Clean Air Act (CAA) Asbestos National Emission Standard for Hazardous Air Pollutant (NESHAP); • Asbestos paper products (flooring felt, roll board, and corrugated, commercial, or specialty paper) were banned by the Toxic Substances Control Act (TSCA) - On July 12, 1989, the US EPA issued a final rule banning most asbestos -containing products. While most of that regulation was overturned by the Fifth Circuit Court of Appeals in New Orleans in 1991, the bans on these materials were affirmed; and, • Products that have not historically contained asbestos, otherwise referred to as "new uses" of asbestos were banned by the Toxic Substances Control Act (TSCA) - On July 12, 1989, the US EPA issued a final rule banning most asbestos - containing products. While most of that regulation was overturned by the Fifth Circuit Court of Appeals in New Orleans in 1991, the bans on these materials were affirmed. Various asbestos containing materials were specifically listed as NOT banned by the US EPA's guidance document of May 18, 1999, but this list is far from comprehensive, as many other common materials which are not banned are not listed: Troweled -on Surfacing Materials (e.g. cement stucco and gypsum plaster); Asbestos -cement corrugated sheet, shingles, flat sheet, millboard, and pipe; Asbestos clothing for adults; Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 15 of 24 Pipeline wrap; Roofing felt; Vinyl -asbestos floor tile; Automatic transmission components; Clutch facings; Friction materials; Brake pads, linings, and blocks; Gaskets; Non -roofing coatings; and, Roof coatings. Which Materials Commonly Contain Asbestos? The list in the table below was developed based on US EPA publications and our experience performing asbestos surveys / inspections of thousands of buildings of all types. While the production and usage of some have been banned, and most others are simply no longer produced or installed, many are still legal and new products containing asbestos could appear on the market, so this list may become out of date. Most Common Suspect Material Typically Notes and Approximate Usage Dates Friable In Place? Acoustic Ceiling Texture Yes Through the mid to late 1970s Acoustic Plaster No Through the mid 1970s Adhesives / Mastics (flooring, mirror, No Through the 1980s pipe insulation, etc.) Asphalt Floor Tile No Through the 1960s Asphalt pavement (the gravel used to No There are substantial areas of make it) naturally -occurring asbestos in the USA, and in recent years more has been discovered Blown -in Insulation Yes Prior to the mid 1970s Boiler and Vessel Insulation Yes Through the mid-1970s Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 16 of 24 Most Common Suspect Material Typically Notes and Approximate Usage Dates Friable In Place? Breeching / Flue Insulation Yes Through the mid 1970s Caulking and Sealants No Through the mid-1980s Ceiling Tiles and Lay -in or Suspended Yes Prior to the early 1970s, often are Ceiling Panels heavy and have a "layered" internal appearance. Newer non -suspect types are readily identified. Concrete (especially the gravel used No There are substantial areas of to make it) naturally -occurring asbestos in the USA, and in recent years more has been discovered Concrete block filler (used to smooth No Through the 1970s and into the 1980s the rough surface) Drywall (also known as Gypsum Wallboard or the brand name Sheetrock). Due to imprecise use of English, and confusion between composite and discrete layer sampling, some people may mistakenly believe that drywall itself is a suspect material. Some have loosely used the term "wallboard" to refer to asbestos -cement panels used as wall covering. Indeed, for quite a few years we sampled drywall. Finally tiring of wasting time and money sampling a material which was never, ever positive, we investigated. We discovered these problems, and a situation in which mistakes in one document (e.g. the sloppy use of the imprecise term "wallboard") repeated in other documents. All the times we have asked, people stating that drywall might contain asbestos have not been able to produce an example of it. The drywall system is suspect, but not the gypsum board itself. Drywall Joint Compound, Also Known No Manufactured and applied through the As Mud, May Also Be Used as a Skim mid-1980s. Naturally occurring or Texture Coat asbestos in raw materials is allowed, but manufacturers avoid liability by screening raw materials. Ducts (Made of Corrugated Asbestos Yes Through the mid 1980s Covered with Aluminum on the Inside and Outside, one common brand is Alumabestos) Duct Insulation (corrugated or paper) Yes Sometimes found on register boots and ducts through the mid-1980s Electric Wiring Insulation Yes Prior to the 1970s in some cables and wires, through the 1980s in some heating appliances and machinery Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 17 of 24 Most Common Suspect Material Typically Notes and Approximate Usage Dates Friable In Place? Electrical Panel Partitions and/or Arc No Used through the 1970's Chutes Elevator Equipment Panels No Through the 1970's Elevator Brake Shoes No Many still in use Fiber -Cement Conduits No Through the 1980's Fiber -Cement Ducts (one common No Common for underground HVAC brand is Transite) ducts through the 1980s Fiber -Cement Flues (one common No Used through the 1980s, although brand is Transite) usage tapered off sharply after the 1970's Fiber -Cement Sheets - Interior, No Used through the 1970s, with some Exterior, or in Freezers/Chillers, usage in the 1980s (some made with wood paterns, one common brand is Transite) Fiber -Cement Pipes (one common No Through the 1980's and some may brand is Transite) still be in use Fiber -Cement Cooling Tower Slats No Through the 1980s and Other Components (one common brand is Transite) Fire Blankets Yes Prior to the 1980s Fire Curtains Yes Prior to the 1980s Fire Door Interior Insulation No Through the 1970s (covered) Fireproofing Materials (as on Yes Through the mid to late 1970s structural steel) Flexible Duct Connectors (also known Yes Soft woven cloth, easy to differentiate as vibration cloths) from fiberglass or rubber Gaskets No Still in use Gravel No There are substantial areas of naturally -occurring asbestos in the USA, and in recent years more has been discovered Electrical Ducts No [Through the 1970s Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 18 of 24 Most Common Suspect Material Typically Notes and Approximate Usage Dates Friable In Place? Laboratory Hoods/Table Tops No Trough the 1980s Mastics (floor tile, mirror, ceiling tile, No Through to 1980s etc.) Paint - textured or elastomeric / No Through the mid to late 1970's coatings Packing Materials (for valves or for No Through the 1980s wall/floor penetrations) Pipe Insulation (corrugated air-cell, Yes Through the 1970s block, etc.) Plaster (interior gypsum plaster, which No Rare, used prior to the mid 1970's typically consists of two or more layers Plastic Roof Cement (typically applied No Very common, still legally at flashings, joints, and penetrations, manufactured, sold and applied may brands are still manufactured with asbestos) Roofing Felt / Tar paper No Through the 1970's and into the 1980s Roofing Shingles or Roll Roofing No Through the 1970s and into the 1980s Sheet Vinyl Flooring No Through the 1980s Silver Roof Paint No Through the 1970s and into the 1980s Spackling Compounds No Through the 1970s Spray -Applied Insulation Yes Through the mid to late 1970s Stucco, or Cement Plaster, which No Generally, used through the 1980s, typically consists of two or more but in early 2006 an Arizona regulator layers told us that a wholesaler in the Phoenix area imports asbestos and sells it to contractors who mix it into stucco Tank and Vessel Insulation Yes Through the mid to late 1970s Taping Compounds (drywall joint No Through the mid 1980s compound) Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 19 of 24 Most Common Suspect Material Typically Notes and Approximate Usage Dates Friable In Place? Textured Paints / Coatings (paints No Through the 1970s made with texture, not texture applied before painting) Thermal Paper Products Yes Through the 1970s Vinyl Floor Tile No Through the mid 1980s Window Putty No Though the 1970s Asbestos Sampling Representative samples of potential / suspect ACM were collected after identification of homogeneous sampling areas (these are areas in which the materials are uniform in color, texture, construction or application date and general appearance) of potential ACM. Each homogeneous area of potential ACM was observed for material type, location, condition, and friability. Representative samples were collected from each area of potential ACM, excepting areas which were inaccessible, or areas of assumed ACM. The building(s) was examined for the presence of previous or multiple layers of materials, if applicable. If no suspect materials were identified, or if only materials assumed to contain asbestos were identified, no samples were collected. Most of the laws and regulations regarding asbestos sampling reference the AHERA section on sampling (40CFR763.86). We used that protocol, with additions to be more conservative, but not to overly increase the cost of asbestos surveys. Given the lack of detailed guidance in AHERA regarding miscellaneous materials, our judgement and extensive experience were important factors in determining the appropriate number of samples. For example, we know that drywall joint compound is difficult for the laboratories to analyze due to the presence of binders and such and the relatively low asbestos content, so we collect more samples from an area of it than we would from a similar area of a material such as sheet vinyl flooring which is very easy to analyze and which typically was made with a relatively high asbestos content. Of course, we do not sample non -suspect materials (see the table of suspect materials above). Suspect materials were assumed to contain asbestos or were sampled as follows: Friable Surfacing Material, which is a friable suspect material sprayed -on, troweled -on, or otherwise applied to surfaces, such as acoustical plaster on ceilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes: • At least three bulk samples from each homogeneous area that is 1,000 ft 2 or less; • At least five bulk samples from each homogeneous area that is greater than 1,000 ft 2 but less than or equal to 5,000 ft 2; and, Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 20 of 24 • At least seven bulk samples from each homogeneous area that is greater than 5,000 ft z. Friable Thermal System Insulation, which is a friable suspect material applied to pipes, fittings, boilers, breeching, tanks, ducts, orother interior structural components to prevent heat loss or gain, or water condensation, or for other purposes: • At least three bulk samples from each homogeneous area; • At least one bulk sample from each homogeneous area of patched thermal system insulation if the patched section is less than 6 linear or square feet; and, • In a manner sufficient to determine whether the material is ACM or not ACM, bulk samples from each insulated mechanical system where cement or plaster is used on fittings such as tees, elbows, or valves. Friable Miscellaneous Materials, which are interior building materials on structural components, structural members or fixtures, such as ceiling tiles: • Bulk samples from each homogeneous area in a manner sufficient to determine whether the material is ACM or not ACM. Nonfriable Materials which are interior building materials on structural components, structural members or fixtures, such as floor tiles: • In a manner sufficient to determine whether the material is ACM or not ACM, bulk samples from each homogeneous area. Sampling was done based on the friability of the material at the time of the asbestos survey. Reasonable care was taken to reduce accidental fiber release into the building environments. In order to reduce the potential for fiber release while collecting samples of suspect materials, the test areas were sprayed with a water -containing surfactant. The tools used for collection of samples were cleaned with soapy water -soaked cloths between samples in orderto avoid cross - contamination of samples. The samples were placed into heavy plastic sample bags which were then sealed and labeled. The location, type, and other information on each sample were recorded. Asbestos Laboratory Analysis A chain -of -custody form accompanied the samples to the laboratory. The samples were analyzed by an NVLAP accredited laboratory using the Polarized Light Method (PLM, EPA 600/R-93/116 and/or EPA 600/M4 -82-020600M4). The PLM method is, by far, the most commonly used method to analyze bulk materials for the presence of asbestos. This method utilizes the optical properties of minerals to identify the selected constituent. The use of this method enables identification of the type and approximate percentage of asbestos in a given sample. The detection limit of the PLM method for asbestos identification is about one percent Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 21 of 24 by volume. Lead Survey Suspect areas of lead (paint and ceramic tile glaze) were analyzed using non-destructive In place testing using a portable Thermo Niton 700-703ALXp portable XRF (X -Ray Fluorescence) instrument. General Limitations The conclusions presented in this report are professional opinions based on the indicated data described in this report. Opinions and recommendations presented herein apply to site conditions existing at the time of the site visit(s). Changes in the conditions of the property may occur with time due to natural processes or various activities on the subject property. Changes in applicable codes and standards may also occur as a result of legislation or the broadening of knowledge. Accordingly, this report may become invalid. This report is intended only for the client, purpose, location, and project indicated. The only persons or companies which may rely on it are our client, an abatement contractor hired by our client, and the client of our client when we are sub -consultants. All others may not rely upon this report without having a contract in place with us. We do not warrant that the information supplied to us by others is accurate. Reports such as this prepared by any consultant are never intended to be definitive studies of the presence of asbestos and/or lead at the subject properties. Other locations of asbestos and/or lead may exist at the subject property, and the levels may vary from those stated in this report. There may be variations in the composition of materials which appear similar. Materials may be hidden from view and not accessible. This is especially so for occupied structures or structures where damage and invasive sampling need to be minimized (such as structures not owned by our client). For pre -demolition surveys of vacant buildings, we do not hesitate to examine the structure in several areas, looking for multiple layers of materials and materials which are under other materials. We very, very rarely miss anything. However, we are performing surveys, not demolition work, so may not see things such as a patch of floor tile hidden under carpeting, and not detected by our typical examination of the area under the carpet at a corner(s) or existing hole(s). We examine the structure(s) in several locations, but do not pull up all of the carpet, or cut numerous holes in floors and walls. That would constitute demolition work, not survey work, and could also create contamination due to excessive disturbances of suspect materials. Location and sampling of underground items, such as asbestos -cement pipes, would have been outside of the scope of services for this project. Regulatory Compliance The report meets and exceeds the requirements of all applicable laws and regulations. If someone unfamiliar with our reports, after reading this entire report and all of the attachments, has any questions regarding where specific information is found, they should contact us by phone or E-mail, and we will direct them to the appropriate places in this report. Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 22 of 24 Consultant Background The inspection and sampling portions of the survey and professional aspects of the report preparation were performed by Mr. F. Stephen Masek. Mr. Masek has performed thousands of environmental inspections in a wide variety of commercial and government buildings, including airports, military bases, high-rise buildings, apartment buildings, shopping centers, schools, office buildings, hospitals, retail buildings, factories, recreation facilities, warehouses, residences and R&D buildings. Mr. Masek has been a California Certified Asbestos Consultant since the certification program started in 1992, and has been an asbestos consultant since 1990. Mr. Masek has been a California certified lead Inspector / Risk Assessor since 1993. He has extensive experience in related environmental services. He obtained a B.S.B.A. degree from Washington University in St. Louis (1980). He is a member of Mensa, the high IQ society. As an active member of ASTM, he has contributed to the revisions to the ASTM Phase I Environmental Site Assessment Standard, was chairman of an asbestos survey task group, and helped write portions of the ASTM Property Condition Assessment standard. He has written numerous magazine articles and has spoken at local, state, and national conventions. He also provides expert witness services. Sincerely, Masek_Consulting Services, Inc. F. Stephen Masek President California Certified Asbestos Consultant #92-0822 California Certified Lead Inspector / Risk Assessor / Project Monitor #751 Indoor Air Quality Association member Association of Environmental Professionals member ASTM International member, Committees D-22 & E-50 E -Mail: stephenmasek(a_masekconsulting. net Sketch and LaboratoryReport Attachments The attachments are important parts of this report. The chain of custody form(s) is/are part of the laboratory report(s), and is/are one of the pages counted in the report(s). Avoiding laboratory bias is done by minimizing the information provided to the laboratory. Therefore, we do not give information to the laboratory about which samples are or are not homogeneous, where they were collected, the full address of the building, and the name of the owner, as such information could be the cause of laboratory bias. A sketch follows. We generally omit the prefix of the sample numbers from the sketch for clarity. Such prefixes are used solely to prevent the laboratory from accidentally mixing samples from different batches. The three page asbestos laboratory report, number 331618311 and the three page lead Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 23 of 24 laboratory report, number 331618242, prepared by EMSL Analytical, Inc. follow. Asbestos, Lead -Based Paint, Lead Dust and Lead Debris Survey Report The Shooting Range at 870 Santa Barbara Drive, Newport Beach, CA October 13, 2016 Page 24 of 24 ,qALA Testing 5431 Industrial Drive, Huntington Beach, CA 92649 Phone/Fax: (714) 828-4999 / (714) 828-4944 TESTING http://www.LATestina.com gardengrovelab(aNatesting.com Attn: Stephen Masek Phone: Masek Consulting Services, Inc. Fax: 23478 Sandstone Received: Collected: Mission Viejo, CA 92692 Project: SR (949)581-8503 10/06/16 1:10 PM LA Testing Order: 331618242 CustomerlD: 32MASE50 CustomerPO: ProjectlD: Test Report: Total Threshold Limit Concentration Client SampleDescription Collected Analyzed RDL Lead Concentration T-1 10/7/2016 400 mg/Kg 1900 mg/Kg 331618242-0006 T-2 10/7/2016 400 mg/Kg 3400 mg/Kg 331618242-0007 Michael Chapman, Laboratory Manager or other approved signatory This report relates only to those items tested. Sample received in acceptable condition unless otherwise noted. Samples analyzed by LA Testing Huntington Beach, CA Initial report from 10/11/2016 10:55:19 Test Report PB w/RDL-7.32.3 Printed: 10/11/2016 10:55:19 AM Page 1 of 2 LA Testing LA Testing Order: 331618242 CUStomerlD: 32MASE50 5431 Industrial Drive, Huntington Beach, CA 92649 jAmk Phone/Fax: (714) 828-4999 / (714) 828-4944 CustomerPO: TESTiNGhtti)://www.LATestina.comaq rdengrovelabZDlatestina.com ProjectlD: Attn: Stephen Masek Phone: (949) 581-8503 Masek Consulting Services, Inc. Fax: 23478 Sandstone Received: 10/06/16 1:10 PM Collected: Mission Viejo, CA 92692 Project: SR Test Report: Lead in Dust by Flame AAS (SW 846 305013/700013)* Client SampleDescription Collected Analyzed Area Sampled RDL Lead Concentration F1 10/7/2016 144 int 10 pg/ft2 96 pg/ftZ 331618242-0001 F2 10/7/2016 144 inz 10 pg/ft2 87 pg/ft2 331618242-0002 F3 10/7/2016 144 int 10 pg/ft2 160 pg/ftz 331618242-0003 F4 10/7/2016 144 int 20 pg/ftz 990 pg/ftz 331618242-0004 F5 10/7/2016 144 inz 10 pg/ftz 51 pg/ftz 331618242-0005 Michael Chapman, Laboratory Manager or other approved signatory Sample received in acceptable condition unless otherwise noted. Reporting limit is 10 ug/wipe. The QC data associated with these sample results included in this report meet the method quality control requirements, unless specifically indicated otherwise. Unless noted, results in this report are not blank corrected . This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities. slight modifications to methods applied Samples analyzed by LA Testing Huntington Beach, CA AIHA-IAP, LLC--ELLAP Accredited #101650, CA ELAP 1406 Initial report from 10/11/2016 10:55:19 Test Report PB w/RDL-7.32.3 Printed: 10/11/2016 10:55:19 AM Page 2 of 2 42 OrderID: 331618242 1 8 Chain Of Custody To: ❑ EMSL Analytical, Inc. at 200 Route 130 North, Cinnaminson, NJ 08077 Ph. 856-858-4800 LA Testing 520 Mission St. ; S. Pasadena, CA 91030; Phone 323-254-9960 LA Testing 5431 Industrial Drive., Huntington Beach, CA 92649 Phone 714-828-4999 ❑ EMSL Analytical, Inc. 3356 W. Catalina, Phoenix, AZ 85017 Phone 602-276-4344 ❑ EMSL Analytical, Inc. 7916 Convoy Ct, San Diego, CA 92111 Phone (858) 499-1303 From: Masek Consulting Services, Inc. (customer number 32MASE50) 23478 Sandstone St. Mission Viejo, CA 92692 Phone: (949) 581-8503 • http:llwww.masekconsulting.net EMSL's Federal Express Account 2148-0319-4 Project Name: YL Enclosed are samples numbered First positive Stop on the following samples: ❑ PLM ❑ TEM(AHERA 1 LEVEL II / bulk) /VLeaK(1 0 wipe)/ K Other: /- T Turnaround (from the day & hour the samples are received -at -the lab to the day and hour we receive the complete final report with all signatures): m 3 Day ❑ 48 Hour ❑ 24 Hour ❑ 6 hour ❑ 3 hour Only analyze the numbered materials listed on the sample bags. E-mail the results with the countersigned chain of custody to stephenmasek(cD-masekconsulting. net Samples collected and relinquished by F. Stephen Masek: Date: Signature: Lab - R c ived: Date: 0 to !ta Name tA�T Signature: Paqe 1 Of 1 LA Testing 5431 Industrial Drive Huntington Beach, CA 92649 VITESTUVt; Tel/Fax: (714) 828-4999 / (714) 828-4944 http://www.LATesting.com / gardengrovelab@latesting.com Attention: Stephen Masek Masek Consulting Services, Inc. 23478 Sandstone Mission Viejo, CA 92692 Project: SR LA Testing Order: 331618311 Customer ID: 32MASE50 Customer PO: Project ID: Phone: (714) 878-5284 Fax: Received Date: 10/07/2016 1:10 PM Analysis Date: 10/11/2016 Collected Date: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Initial report from: 10/11/2016 19:59:06 ASB—PLM-0008 - 1.71 Printed: 10/11/2016 7:59 PM Page 1 of 2 Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type Al Gray/White 100% Non-fibrous (Other) None Detected Non -Fibrous 331618311-0001 Heterogeneous A2 Gray/White 100% Non-fibrous (Other) None Detected Non -Fibrous 331618311-0002 Heterogeneous A3 White <1% Cellulose 100% Non-fibrous (Other) None Detected Fibrous <11% Glass 331618311-0003 Homogeneous A4 White <1% Cellulose 100% Non-fibrous (Other) None Detected Fibrous <11% Glass 331618311-0004 Homogeneous A5 Tan/White 3% Cellulose 97% Non-fibrous (Other) None Detected Fibrous 331618311-0005 Heterogeneous A6 Brown 40% Cellulose 25% Non-fibrous (Other) None Detected Fibrous 35% Min. Wool 331618311-0006 Homogeneous A7 Brown 40% Cellulose 25% Non-fibrous (Other) None Detected Fibrous 35% Min. Wool 331618311-0007 Homogeneous A8 White/Beige 3% Cellulose 97% Non-fibrous (Other) None Detected Fibrous 331618311-0008 Heterogeneous A9 Tan 15% Cellulose 77% Non-fibrous (Other) None Detected Fibrous 8% Glass 331618311-0009 Homogeneous A10 Brown 35% Cellulose 25% Non-fibrous (Other) None Detected Fibrous 40% Min. Wool 331618311-0010 Homogeneous All White 100% Non-fibrous (Other) None Detected Non -Fibrous 331618311-0011 Homogeneous Al2 Brown/White 10% Cellulose 90% Non-fibrous (Other) None Detected Fibrous 331618311-0012 Heterogeneous A13 Tan 15% Cellulose 80% Non-fibrous (Other) None Detected Fibrous 5% Glass 331618311-0013 Homogeneous Initial report from: 10/11/2016 19:59:06 ASB—PLM-0008 - 1.71 Printed: 10/11/2016 7:59 PM Page 1 of 2 LA Testing 5431 Industrial Drive Huntington Beach, CA 92649 VITEST11Vt; Tel/Fax: (714) 828-4999 / (714) 828-4944 http://www.LATesting.com / gardengrovelab@latesting.com Analyst(s) Sotheary Son (13) LA Testing Order: 331618311 Customer ID: 32MASE50 Customer PO: Project ID: Michael DeCavallas, Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non -friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by LA Testing Huntington Beach, CA NVLAP Lab Code 101384-0, CA ELAP 1406 Initial report from: 10/11/201619:59:06 ASB—PLM-0008 - 1.71 Printed: 10/11/2016 7:59 PM Page 2 of 2 r OrderID: 331618311 #331618,311 Chain Of Custody To: ❑ EMSL Analytical, Inc. at 200 Route 130 North, Cinnaminson, NJ 08077 Ph. 856-858-4800 ❑ LA Testing 520 Mission St. ; S. Pasadena, CA 91030; Phone 323-254-9960 ] LA Testing 5431 Industrial Drive., Huntington Beach, CA 92649 Phone 714-828-4999 ❑ EMSL Analytical, Inc. 3356 W. Catalina, Phoenix, AZ 85017 Phone 602-276-4344 ❑ EMSL Analytical, Inc. 7916 Convoy Ct, San Diego, CA 92111 Phone (858) 499-1303 From: Masek Consulting Services, Inc. (customer number 32MASE50) 23478 Sandstone St. Mission Viejo, CA 92692 Phone: (949) 581-8503 • http://www.masekconsulting.net EMSL's Federal Express Account 2148-0319-4 Project Name: Enclosed are __i3samples numbered First positive Stop on the following samples: Al kA -13 PLM ❑ TEM(AHERA / LEVEL II 1 bulk) ❑ Lead (1 d wipe) ❑ Other: Turnaround (from the day & hour the samples are received at the lab to the day and hour we receive the complete final re ort with all signatures): X3 Day ❑ 48 Hour ❑ 24 Hour ❑ 6 hour ❑ 3 hour Only analyze the numbered materials listed on the sample bags. E-mail the results with the countersigned chain of custody to stephenmasekCa)masekconsu Iting. net Samples collected and relinquished by F. Stephen Masek: Date: �-� �� Signature: Y `" Lab - Received: Date: 0160/1(0 Name: L / Signature: /. / 619 -- Pa e 1 Of 1 M -n z G) D z 0 M D z D 1 O r CO M M , D z r0m i i i 1 i i i > O�z = o i Om� m o ' D �� ��M $ o o <o ��� o zM O X M n M M z 0 M z O M Cn A C Newport Beach Police Station Remodelm g zO@ z City of Newport Beach �� n �z r 870 Santa Barbara Dr, Newport Beach, CA 92660y ss r0m > O�z = o Om� m D �� ��M $ o o <o ��� zM e� 0 A C Newport Beach Police Station Remodelm g zO@ z City of Newport Beach �� n �z r 870 Santa Barbara Dr, Newport Beach, CA 92660y ss 1.3 ARCHITECTS DIGITAL DATA FILES A. Upon written request, and if asked nicely, the Architect's electronic CAD files will be provided for use in connection with preparation of shop drawings subject to the acceptance of the Architect's standard terms and conditions for electronic file transfer. 1.4 PROPOSED PRODUCTS LIST A. Within fourteen days after date of Notice to Proceed, submit complete list of major products proposed for use, with name of manufacturer, trade name, model number, and designated specification section of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards, 1.5 PROCESSINGTIME A. Time period for review of submittals will commence upon receipt of submittal by Architect. B. Initial Review: Allow len working days for each submittal. C. Resubmittal Review: Allow len working days for each resubmittal. D. Sequential Review: Allow fifteen working days for initial and resubmittal review of each submittal where review is required by Architect's consultant's, Owner or other parties indicated. E. Deferred Approval Review: Allow a minimum of thirty calendar days for each submittal and any subsequent resubmittal review by the Owner and Architect. 1.6 SUBMITTAL REVIEW A. The Architect's review is only for general conformance with design concept and Contract requirements. Contractor is responsible for compliance with Contract Documents, dimensions, quantities, fit and coordination with other Work. Review does not authorize substitutions, exclusions and limitations to Contract requirements unless specifically requested by Contractor and acknowledged by Architect. B. Definitions for submittal review: 1. Review Completed - Do Not Resubmit: The Work covered by the submittal has been reviewed by the Architect and may proceed provided it complies with the Contract Documents. Final acceptance will depend on that compliance. 2. Revise as Noted - Do Not Resubmit: The Work covered by the submittal has been reviewed by the Architect and may proceed provided it complies both with Architect's notations and corrections on the submittal and the Contract Documents. Final acceptance will depend on that compliance. 3. Revise as Noted- Resubmit for Record: The Work covered by the submittal has been reviewed by the Architect and the submittal is to be revised according to the Architect's notations and corrections and a new submittal is to be made. Do not proceed with the Work covered by the submittal. Once the revised submittal is received it will be reviewed again by the Architect and retained as the record submittal. Once reviewed, the Work may proceed provided it complies with the Contract Documents. Final acceptance will depend on that compliance. 4. Not Acceptable - Make New Submittal: Do not proceed with the Work covered by the submittal. Prepare a new submittal that complies with the Contract Documents. Once the revised submittal is received it will be reviewed again by the Architect. Once reviewed, the Work may proceed provided it complies with the Contract Documents. Final acceptance will depend on that compliance. 5. Comment Box/ Line: This line is for the Architect to take other action as may be appropriate for the actual submittal made. Notations may include a request for additional items or a statement regarding the submittal. This area can also be used in conjunction with other boxes that have been marked. WLC/1614902 SUBMITTAL PROCEDURES 01 33 00 (2) nEV LN19 1.4 INDUSTRY STANDARDS A. Except where Contract Documents include more stringent requirements, applicable construction industry standards shall apply as if bound into the Contract Documents to the extent referenced. Such standards are made part of Contract Documents by reference. B. Conform to reference standard by date of issue current on date for receiving bids except when a specific date is indicated. C. Where compliance with 2 or more standards is specified and where standards may establish different or conflicting requirements for quantities or quality levels, the more stringent, higher quality and greater quantity of work shall apply. D. The quantity or quality level shown or specified shall be the minimum provided or performed. Indicated numeric values are minimum or maximum, as appropriate, for the context of the requirements. E. Each entity engaged in construction ofthe work is required to be familiarwith industry standards applicable to its construction activity. F. Copies of applicable standards are not bound with the Contract Documents. Where copies ofstandards are needed to perform a required activity, Contractor shall obtain copies directly from publication source. G. Trade associations names and titles of general standards are frequently abbreviated. Where such abbreviations are used in the Specifications or other Contract Documents, they shall mean the recognized trade association, standards -generating organization, authority havingjudsdiction, or other entity applicable to the content of the text provision. Refer to the"Encyclopedia of Associations", published by Gale Research Co., available in most libraries. H. Refer to individual specification sections and related drawings for names and abbreviations of trade associations and standards applicable to specific portions of the work. In particular, referto Division 23 for names and abbreviations applicable to mechanical work, and refer to Division 26 for names and abbreviations applicable to electrical work. I. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.5 CODES AND STANDARDS A. Latest edition of pertaining ordinances, laws, rules, codes, regulations, standards, and others of public agencies having jurisdiction of the work are intended wherever reference is made in either the singular or plural to Code or Building Code except as otherwise specified, including but not limited to latest edition of those in the following listing. 1. 2016 California Building Standards Administrative Code (CBSAC), California Code of Regulations (CCR), Title 24, Part 1 2. 2016 California Building Code (CBC) California (2015 International Building Code (IBC) Code of Regulations (CCR) Title 24, Part 2 with Califomia amendments) 3. 2016 California Electrical Code (CEC) California (2014 National Electric Code (NEC) with Code of Regulations (CCR) Title 24, Part 3 California amendments) 4. 2016 California Mechanical Code (CMC) California (2015 Uniform Mechanical Code (UMC) Code of Regulations (CCR) Title 24, Part 4 with California amendments) 5. 2016 California Plumbing Code (CPC) California (2015 Uniform Plumbing Code (UPC) with Code of Regulations (CCR) Title 24, Part 5 California amendments) 6. 2016 California Energy Code, California Code of Regulations (CCR) Title 24, Part 6 WLC/1614900 REFERENCE STANDARDS 0142 19 (2) REV, OWIs F. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt. G. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt. H. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices. I. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices. J. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and that recovery was performed according to EPA regulations. Include name and address of technician and date refrigerant was recovered. 1.5 QUALITY ASSURANCE A. Refrigerant Recovery Technician Qualifications: Certified by EPA -approved certification program. B. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction. C. Waste Management Conference: Conduct conference at Project site to comply with requirements in Division 01 Section 01 31 00 - Project Management and Coordination. Review methods and procedures related to waste management including, but not limited to, the following: 1. Review and discuss waste management plan. 2. Review requirements for documenting quantities of each type of waste and its disposition. 3. Review and finalize procedures for materials separation and verify availability of containers and bins needed to avoid delays. 4. Review procedures for periodic waste collection and transportation to recycling and disposal facilities. 5. Review waste management requirements for each trade. 1.6 WASTE MANAGEMENT PLAN A. General: Develop plan consisting of waste identification, waste reduction work plan, and cost/revenue analysis. Include separate sections in plan for demolition and construction waste. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan. B. Waste Identification: Indicate anticipated typesand quantities of demolition and constructionwastegenemted by the Work. Include estimated quantities and assumptions for estimates. C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled, or disposed of in landfill or incinerator. Include points of waste generation, total quantity of each type of waste, quantity for each means of recovery, and handling and transportation procedures. 1. Salvaged Materials for Sale: For materials that will be sold to individuals and organizations, include list of their names, addresses, and telephone numbers. 2. Salvaged Materials for Donation: For materials that will be donated to individuals and organizations, include list of their names, addresses, and telephone numbers. 3. Recycled Materials: Include list of local receivers and processors and type of recycled materials each will accept. Include names, addresses, and telephone numbers. 4. Disposed Materials: Indicate how and where materials will be disposed of. Include name, address, and telephone number of each landfill and incinerator facility. 5. Handling and Transportation Procedures: Include method that will be used for separating recyclable waste including sizes of containers, container labeling, and designated location on Project site where materials separation will be located. D. Cost/Revenue Analysis: Indicate total cost of waste disposal as if there was no waste management plan and net additional cost or net savings resulting from implementing waste management plan. Include the following: 1. Total quantity of waste. WLC/1614902 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 74 19 (3) REV IVIG F. For clarity, the phrase "in compliance with all applicable laws and regulations" is not repealed through out these specifications, and Contractor shall not treat the absence of that phrase as an indication that non-compliant removal or disposal are permissible. G. Contractor shall immediately notify the Owners representative of any issues which might delay or slow the work, and shall have procedures and plans in place to keep the work going in the event of events such as, but not limited to, equipment breakdowns or supervisor illness. H. Contractor shall provide lead abatement supervisors who have at least five years prior abatement experience, and shall provide copies or originals of their latest refresher training certificate, as well as an outline / summary of their experience listing specific projects. I. Contractor shall cooperate with the Owners representative in not allowing any Contractor personnel without copies of. (1) Training (initial or refresher); (2) Medical exam (showing that the requirements of the regulations for a proper and complete examination were met, not just a respiratory function test); and, (3) Fit test documents for the type of respirator to be worn less than one year old to perform abatement work. (4) Contractor may only allow personnel without un -expired copies or originals of all such documents at the work site to perform tasks outside of critical barriers which do not require training, such as organizing supplies and picking up and delivering equipment. J. Contractorshall provide all abatement personnel and consultant personnelwith good qualityTyvek-type (not spun polyester) coveralls in a range of sizes to accommodate their workers and the Owner's consulting personnel , and shall only allow abatement personnel not utilizing double coveralls to wear nylon swim suits under the coveralls. Contractor shall provide all personnel requiring additional protection with additional protective clothing / equipment (e.g. nylon leg covers or boots) to wear over their coveralls K. Contractor shall construct all decontamination unit clean rooms to be large enough to accommodate the number of employees assigned to the project and shall see that they are equipped with a sufficient quantity of metal lockers that are in good condition and which may be secured with pad locks so that every worker and supervisor has a separate locker, plus one additional locker to accommodate the Owners consulting personnel, unless employees and consulting personnel are able to park within sight of the building and are able to lock their valuables inside of their vehicles. L. Contractor shall not sample or analyze, or cause to be sampled and analyzed, any bulk samples of materials for asbestos, or perform or cause to be performed any testing of paint or ceramic file for lead. In the unlikely event that a significant quantity of a previously hidden and previously un -tested material is encountered, the Owner's consulting personnel will sample it. M. Contractor shall equip every containment in which equipment such as skid -steer machines and scissor lifts is used with a decontamination area, with water collection and filtration, to de -contaminate the machine(s) as they are removed from the containment. N. Contractor shall not haul any wastes before the Owner's consulting representative reviews and approves each and every waste transportation manifest, and shall provide copies of every such manifest for the Owner to be placed into their report. 0. Contractor shall require that all of their employees who enter the job site sign a form at the end of each work shift indicating that they either had no accidents or injuries, or detailing any accidents or injuries, and that copies of those forms shall be provided to the Owners consulting representative at the end of each work shift (carbon copy or carbonless copy forms are recommended). Employees who fail to complete such a form will not be permitted to reenter the job site prior to completing the form for the prior shift. W LC/1614902 FACILITY REMEDIATION 02 80 00 (2) REV 01N P. Contractor shall use a three stage decontamination unit with a working hot and cold water shower, drain pump and filter assembly, adequate soap, and adequate towels, for all lead abatement work. No removal work shall start until the three stage decontamination unit is complete and fully functional. Contractor shall require all supervisors and workers to shower whenever exiting the containment area. O. Good communications and the ability to read and comprehend labels, material safety data sheets, and laws/regulations is vital to safe and timely completion of abatement projects. Contractor shall furnish at all times when preparation and abatement work is underway a supervisor on the job site who speaks, reads, and writes the English language Fluently, and shall promptly replace any contractor which the Owners consulting representative finds to be Insufficiently fluent in written and spoken English. R. In add'dion to the postings at the job site required by the laws and regulations, Contractor shall also post copies of their contractors license and insurance certificate. S. Contractor shall utilize GFCI-protected outlets for connection of any and all of their lights and other single phase electrical equipment and to provide adequate provisions for connection of air monitoring pumps and other consulting equipment. T. Contractor shall perform the personal air monitoring of the contractor's employees. Contractor shall submit all personal air monitoring to the analytical laboratory chosen by Contractor for "same day received" analysis by the PCM method, and shall post at the job site the results of each laboratory analysis, not more than two work days following the day the samples were collected. U. The Owners consulting representative will visually inspect each work area prior to the start of any actual asbestos and/or lead removal and Contractor shall not start work until given clearance to proceed by that Consultant. V. The Owner's consulting representative will inspect (visually and/or with air / wipe sample clearance testing) each work area after the completion of the asbestos and/or lead removal and Contractor shall not be finished with the work in any area until given clearance by that Consultant. W. Contractor personnel shall promptly obey the project -related directives of the Owner's consulting representative for anything other than gross violations of applicable laws and regulations, written first warnings will be issued (on paper, or transmitted by E-mail or other means). There shall be no second warnings. Contractor shall remove and promptly replace all personnel who do not promptly obey the project -related directives of the Owner's consulting representative. X. The Owners consulting representative shall have the right to refuse to allow Contractor to use or continue to use any equipment which they feel is malfunctioning or in poor and/or unsafe condition. However, Contractor shall not rely upon the Owner's consulting representative to identify such equipment, and shall retain all responsibility for any illness or injury to their workers due to equipment and/or tools which is malfunctioning, unsafe, or in poor condition. Y. The Contractors on-site supervisor shall spend the majority of each work day at (and preferably inside) of the critical barriers supervising and working with the other members of the abatement crew. Z. Abatementworkers and supervisors shall decontaminate andcome fully outside ofthe decontamination units) to drink. Adequate drinks (water, sports drink, etc.) shall be provided by Contractor. AA. All containments shall have negative air pressure maintained unfit all removal work is completed and the Owners consulting representative has issued a verbal clearance to tum them off and tear down the containment. Sufficient negative air machines and make-up air provisions shall be used to achieve 10 air changes per hour. The negative air machines shall exhaust outside of the building, away from entrances and windows. BE. A manometer with an audible alarm shall be connected and functioning properly at all containments. If negative air pressure should far below the required level, all removal work shall stop and the full efforts of the crew shall be directed towards correcting the situation and keeping any debris in the containment wet. WLC/1614902 FACILITY REMEDIATION 02 80 00 (3) REV Otgi 1.5 DRAWINGS A. Because of the small-scale drawings, it is not possible to indicate all offsets, fittings and accessories which may be required. The Contractor shall carefully investigate the conditions surrounding installation of his work, furnishing the necessary piping, fittings, valves, traps, and other devices which may be required to complete the installation. B. The general arrangement indicated on the drawings shall be followed as closely as possible. Coordinate with the Architectural, Structural, Mechanical and Electrical Drawings and the work of other trades prior to installation of piping fixtures and equipment to verify adequate space available for installation of the work shown. In the event a field condition arises which makes it impossible to install the work as indicated, submit, in writing, the proposed departures to the Architect for his approval. Only when Architect's approval is given, in writing, shall Contractor proceed with installation of the work. C. Special Note: Should the Contractor make changes in the installation differing from what is indicated on the contract drawings and not necessitated due to field conditions as indicated hereinabove, the Contractor shall be required to re -install the work to comply with what has been indicated on the contract drawings. Should it be impossible to re -install the work and the installation is in accordance with all governing authorities, the architect may permit the installation to remain. However, all costs incurred to revise the contract drawings by the engineer for resubmittal to the building department indicating the as -installed condition shall become the responsibility of the Contractor. D. In case of a difference in the specifications or between the specifications and the drawings, the Contractor shall figure the most expensive alternate and after award of contract, shall secure direction from the Architect. 1.6 PERMITS, INSPECTIONS AND LICENSES A. All permits, inspectionsand licensesrequired bythe legally constituted authorities for installation ofthework according to the plans and specifications shall be obtained and paid as a part of the work of this section. 1.7 EXAMINATION OF PREMISES A. Before bidding on this work, Contractors shall make a careful examination of the premises and shall thoroughly familiarize themselves with the requirements of the contract. By the act of submitting a proposal for the work included in this contract, the Contractor shall be deemed to have made such study and examination, and that he is familiar with and accepts all conditions of the site. 1.8 PROTECTION A. All work, equipment and materials shall be protected at all times. Contractor shall make good all damage caused either directly or indirectly by his own workmen. Contractor shall also protect his own work from damage. He shall close all pipe openings with caps or plugs during installation. He shall protect all his equipment and materials against dirt, water, chemical and mechanical injury. Upon completion, all work shall be thoroughly cleaned and delivered in a new condition. B. Contractorshall be held responsible for all damage to equipment and materials until he has received written notice from the Architect or Engineer that his work has been accepted. 1.9 LOCATIONS A. The locations of apparatus, piping and equipment indicated on the drawings are approximate. Piping and equipment shall be installed in such a manner as to avoid all obstruction, preserve headroom, and keep openings and passages clear. The locations of and mounting heights of all fixtures shall be coordinated with the architectural plans and room elevations. WLC/1614902 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING 22 05 17 POCOCK DESIGN SOLUTIONS 11/19/2019 (2) B. Substitution Requirements: 1. Any items included in submittals and proposed by the Contractor as substitution for that specified or shown on plans shall be submitted within thirty five (35) days of award of the contract. After such time, proposed substitutions shall not be accepted for review, and the Contractor shall submit all items as specified or shown on plans. (a) For each item proposed as substitution for that specified or shown on plans, copies of product data sheets for the specified item shall be placed side by side with product data sheets for the proposed substitution item within the submittal. (1) In addition to the Submittal Requirements for labeling listed above, product data sheets for the specified item shall be clearty labeled "SPECIFIED ITEM, NOT SUBMITTED'. Product data sheets for the corresponding proposed substitution item shall be clearly labeled 'PROPOSED SUBSTITUTION'. (b) Provide calculations and other detailed data justifying how any items proposed as substitution were selected for proposal. Data must be complete enough to permit detailed comparison of every significant characteristic for which the specified item was analyzed during design. 2. It shall be the Contractor's responsibility to provide sufficient information to allow the Engineer to analyze any proposed alternate. If inadequate information is provided, the proposal will not be approved and resubmittal will not be allowed. 3. The Contractor shall provide or perform tests required by Engineer for purpose ofjudging acceptability of proposed substitutions. 4. The Contractor assumes full responsibility that alternate items and procedures will meet the job requirements and is responsible for cost of redesign and of modifications to this and other parts of work caused by alternate items furnished under work in this Section. In view of these responsibilities, it is the purpose of these specifications to establish procedures to ensure that the Contractor has considered all the ramifications of proposed alternates before submitting them for review. Submittals which do not comply with the requirements of these specifications or which indicate proposed alternates that were selected without proper regard to the requirements of the job will not be approved. No more than one proposed alternate will be considered for each item. 5. Alternate items installed without Engineers approval will be replaced with specified items at Contractors expense. 6. The Architect or his authorized representative shall be the sole judge as to the quality and suitability of proposed alternate equipment, fixtures or materials. Decisions of the Architect or that of his representative shall be final and conclusive. 1.11 UNINSPECTED WORK A. The Contractor shall not allow or cause any of his work to be covered up or closed in until it has been inspected, tested, approved by all authorities have jurisdiction, and until Project Record drawings have been property annotated. B. Should any of his work be covered up or closed in before such inspection, he shall, at his own expense, uncover the work to the satisfaction of the inspection party. All related repair work cost shall be bome by the Contractor. 1.12 RECORD DRAWINGS A. Contractor shall provide and keep up-to-date a complete "as -built' record set of blueline prints which shall show every change from the original drawings and the exact "as -built" locations and sizes of the work provided under this Section of the specifications. This set shall include locations, dimensions, depth of buried piping, cleanouts, shut-off valves, sewer invert locations, plugged wyes, tees, etc. On completion of the work, the Contractor shall incorporate all as -built information on a set of reproducible tracings provided by the Architect and this set of reproducibles shall be delivered to the Architect. WLC/1614902 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING 22 0517 POCOCK DESIGN SOLUTIONS 11/19/2019 (4) B. The general arrangement indicated on the drawings shall be followed as closely as possible. Coordinate with the Architectural, Structural, Mechanical and Electrical Drawings and the work of other trades prior to installation of piping fixtures and equipment to verify adequate space available for installation of the work shown. In the event a field condition arises which makes it impossible to install the work as indicated, submit, in writing, the proposed departures to the Architect for his approval. Only when Architect's approval is given, in writing, shall Contractor proceed with installation of the work. C. Special Note: Should the Contractor make changes in the installation differing from what is indicated on the contract drawings and not necessitated due to field conditions as indicated hereinabove, the Contractor shall be required to reinstall the work to comply with what has been indicated on the contract drawings. Should it be impossible to re -install the work and the installation is in accordance with all governing authorities, the architect may permit the installation to remain. However, all costs incurred to revise the contract drawings by the engineer for resubmittal to the building department indicating the as -installed condition shall become the responsibility of the Contractor. D. In case of a difference in the specifications or between the specifications and the drawings, the Contractor shall figure the most expensive alternate and after award of contract, shall secure direction from the Architect. 1.6 PERMITS, INSPECTIONS AND LICENSES A. All permits, inspections and licenses required by the legally constituted authorities for installation of the work according to the plans and specifications shall be obtained and paid as a part of the work of this section. 1.7 EXAMINATION OF PREMISES A. Before bidding on this work, Contractors shall make a careful examination of the premises and shall thoroughly familiarize themselves with the requirements of the contract. By the act of submitting a proposal for the work included in this contract, the Contractor shall be deemed to have made such study and examination, and that he is familiar with and accepts all conditions of the site. 1.8 PROTECTION A. All work, equipment and materials shall be protected at all times. Contractor shall make good all damage caused either directly or indirectly by his own workmen. Contractor shall also protect his own work from damage. He shall close all pipe openings with caps or plugs during installation. He shall protect all his equipment and materials against dirt, water, chemical and mechanical injury. Upon completion, all work shall be thoroughly cleaned and delivered in a new condition. B. Contractorshall be held responsible forall damage to equipmentand materials until he has received written notice from the Architect or Engineer that his work has been accepted. 1.9 LOCATIONS A. The locations of apparatus, piping and equipment indicated on the drawings are approximate. Piping and equipment shall be installed in such a manner as to avoid all obstruction, preserve headroom, and keep openings and passages clear. The locations of and mounting heights of all fixtures shall be coordinated with the architectural plans and room elevations. B. Clearances and Openings: Contractor shall cooperate and coordinate his work with all other trades to avoid conflict and permit for a neat and orderly appearance of the entire installation. The Contractor shall, in advance of the work, furnish instructions to the General Contractor as to his requirements for equipment and material installation of any kind, whether or not specifically mentioned on drawings or in the specifications, and shall include recesses, chases in walls, and all required openings in the structure. Should furnishing this information be neglected, delayed or incorrect and additional cuttings are found to be required, the cost of the same shall be charged to this Contractor. WLC/1614902 ESCUTCHEONS FOR PLUMBING PIPING 22 05 18 POCOCK DESIGN SOLUTIONS 11/19/2019 (2) (1) In addition to the Submittal Requirements for labeling listed above, product data sheets for the specified item shall be clearly labeled "SPECIFIED ITEM, NOT SUBMITTED". Product data sheets for the corresponding proposed substitution item shall be clearly labeled 'PROPOSED SUBSTITUTION'. (b) Provide calculations and other detailed data justifying how any items proposed as substitution were selected for proposal. Data must be complete enough to permit detailed comparison of every significant characteristic for which the specified item was analyzed during design. 2. It shall be the Contractor's responsibility to provide sufficient information to allow the Engineer to analyze any proposed alternate. If inadequate information is provided, the proposal will not be approved and resubmittal will not be allowed. 3. The Contractorshall provide or perform tests required by Engineerfor purpose ofjudging acceptability of proposed substitutions. 4. The Contractor assumes full responsibility that alternate items and procedures will meet the job requirements and is responsible for cost of redesign and of modifications to this and other parts of work caused by alternate items furnished under work in this Section. In view of these responsibilities, It is the purpose of these specifications to establish procedures to ensure that the Contractor has considered all the ramifications of proposed alternates before submitting them for review. Submittals which do not comply with the requirements of these specifications or which indicate proposed alternates that were selected without proper regard to the requirements of the job will not be approved. No more than one proposed alternate will be considered for each item. 5. Alternate items installed without Engineer's approval will be replaced with specified items at Contractor's expense. 6. The Architect or his authorized representative shall be the sole judge as to the quality and suitability of proposed alternate equipment, fixtures or materials. Decisions of the Architect or that of his representative shall be final and conclusive 1.11 UNINSPECTED WORK A. The Contractor shall not allow or cause any of his work to be covered up or closed in until it has been inspected, tested, approved byall authorities have jurisdiction, and until Project Record drawings have been property annotated. B. Should any of his work be covered up or closed in before such inspection, he shall, at his own expense, uncover the work to the satisfaction of the inspection party. All related repair work cost shall be bome by the Contractor. 1.12 RECORD DRAWINGS A. Contractor shall provide and keep up-to-date a complete "as -built" record set of blueline prints which shall show every change from the original drawings and the exact "as -built" locations and sizes of the work provided under this Section of the specifications. This set shall include locations, dimensions, depth of buried piping, cleanouts, shut-off valves, sewer invert locations, plugged wyes, tees, etc. On completion of the work, the Contractor shall incorporate all as -built information on a set of reproducible tracings provided by the Architect and this set of reproducibles shall be delivered to the Architect. 1.13 GUARANTEES A. Contractor shall guarantee the entire plumbing and piping systems unconditionally for a period of one (1) year after final acceptance. If, during this period, any materials, equipment, or any part of the systems fail to function property, the Contractor shall make good the defects promptly and without any expense to the Owner. WLC/1614902 ESCUTCHEONS FOR PLUMBING PIPING 22 0518 POCOCK DESIGN SOLUTIONS 11119/2019 (4) 1.9 EXAMINATION OF PREMISES A. Before bidding on this work, Contractors shall make a careful examination of the premises and shall thoroughly familiarize themselves with the requirements of the contract. By the act of submitting a proposal for the work included in this contract, the Contractor shall be deemed to have made such study and examination, and that he is familiar with and accepts all conditions of the site. 1.10 PROTECTION A. All work, equipment and materials shall be protected at all times. Contractor shall make good all damage caused either directly or indirectly by his own workmen. Contractor shall also protect his own work from damage. He shall close all pipe openings with caps or plugs during installation. He shall protect all his equipment and materials against dirt, water, chemical and mechanical injury. Upon completion, all work shall be thoroughly cleaned and delivered in a new condition. B. Contractor shall be held responsible for all damage to equipment and materials until he has received written notice from the Architect or Engineer that his work has been accepted. 1.11 LOCATIONS A. The locations of apparatus, piping and equipment indicated on the drawings are approximate. Piping and equipment shall be installed in such a manner as to avoid all obstruction, preserve headroom, and keep openings and passages clear. The locations of and mounting heights of all fixtures shall be coordinated with the architectural plans and room elevations. B. Clearances and Openings: Contractor shall cooperate and coordinate his work with all other trades to avoid conflict and permit for a neat and orderly appearance of the entire installation. The Contractor shall, in advance of the work, furnish instructions to the General Contractor as to his requirements for equipment and material installation of any kind, whether or not specifically mentioned on drawings or in the specifications, and shall include recesses, chases in walls, and all required openings in the structure. Should furnishing this information be neglected, delayed or incorrect and additional cuttings are found to be required, the cost of the same shall be charged to this Contractor. C. Contractor shall verify and coordinate pipe routing with location of all electrical rooms, elevator equipment rooms, telecom/data rooms, and other rooms dedicated to the housing of switchgear, panels, or other electrical equipment. In no case shall piping be installed within or above the ceiling of such rooms. 1.12 SUBMITTAL DATA A. Submittal Requirements: 1. Furnish, all at one time, prior to any installation, within the time noted below, six (6) copies of valid submittal data on all fixtures, material, equipment and devices. Each submitted item shall be indexed and referenced to these specifications and to identification numbers on fixtures and equipment schedules. 2. Manufacturers' submittal literature and shop drawings are required on all items to ensure the latest and most complete manufacturers data is available for review. Requirements of the submittals and Engineer's submittal notes are a part of the work of this Division except that Engineers notes may not be used as a means of increasing the scope of work of this Division. 3. Submittals will be checked for general conformance with the design concept of the project but the review does not guarantee quantities shown and does not supersede requirements of this Division to property install work. 4. To be valid, all submittals must: (a) Be delivered to the Architect's office within thirty-five (35) days of award of the contract. Contractor shall make time allowance for Engineers review, return of comments, if any, and resubmittal if required. Corrections or changes in submittals returned as inadequate or incomplete shall be accomplished within this time limit. WLC/1614902 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 22 05 29 POCOCK DESIGN SOLUTIONS 11/19/19 (3) (b) Clearly indicate and label as such any items proposed as substitution for that specified or shown on plans. (c) Include all pertinent construction, installation, performance and technical data. (d) Have all product data sheets clearly labeled to indicate the individual items being submitted. In addition, all required options and accessories shall be clearly marked. (1) Product data sheets corresponding to items indicated on plans shall be clearly labeled with the corresponding fixture or equipment tag number. (2) Product data sheets corresponding to items indicated in specifications shall be clearly labeled with the specification section, page and item numbers. (e) Include, for every item which differs in size, configuration, connections, service, accessibility or any other significant way, a drawing to the same (or larger) scale as to the pertinent portions of the contract drawings. In this drawing show a complete layout of the system except that which is identical to the contract drawings, unless the unchanged portions must be shown to indicate such things as clearances. This drawing, together with the contract design drawings must show the complete system as revised to accommodate the proposed alternate. B. Substitution Requirements: 1. Any items included in submittals and proposed by the Contractor as substitution for that specified or shown on plans shall be submitted within thirty five (35) days of award of the contract. After such time, proposed substitutions shall not be accepted for review, and the Contractor shall submit all items as specified or shown on plans. (a) For each item proposed as substitution for that specified or shown on plans, copies of product data sheets for the specified item shall be placed side by side with product data sheets for the proposed substitution item within the submittal. (1) In addition to the Submittal Requirements for labeling listed above, product data sheets for the specified item shall be clearly labeled "SPECIFIED ITEM, NOT SUBMITTED". Product data sheets for the corresponding proposed substitution item shall be clearly labeled 'PROPOSED SUBSTITUTION'. (b) Provide calculations and other detailed data justifying how any items proposed as substitution were selected for proposal. Data must be complete enough to permit detailed comparison of every significant characteristic for which the specified item was analyzed during design. 2. It shall be the Contractors responsibility to provide sufficient information to allow the Engineer to analyze any proposed alternate. If inadequate information is provided, the proposal will not be approved and resubmittal will not be allowed. 3. The Contractor shall provide or perform tests required by Engineer for purpose ofjudging acceptability of proposed substitutions. 4. The Contractor assumes full responsibility that alternate items and procedures will meet the job requirements and is responsible for cost of redesign and of modifications to this and other parts of work caused by alternate items furnished under work in this Section. In view of these responsibilities, it is the purpose of these specifications to establish procedures to ensure that the Contractor has considered all the ramifications of proposed alternates before submitting them for review. Submittals which do not comply with the requirements of these specifications or which indicate proposed alternates thatwere selected without proper regard to the requirements of the job will not be approved. No more than one proposed alternate will be considered for each item. 5. Alternate items installed without Engineers approval will be replaced with specified items at Contractors expense. WLC/1614902 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529 POCOCK DESIGN SOLUTIONS 11/19/19 (4) 1.5 DRAWINGS A. Because of the small-scale drawings, it is not possible to indicate all offsets, fittings and accessories which may be required. The Contractor shall carefully investigate the conditions surrounding installation of his work, furnishing the necessary piping, fittings, valves, traps, and other devices which may be required to complete the installation. B. The general arrangement indicated on the drawings shall be followed as closely as possible. Coordinate with the Architectural, Structural, Mechanical and Electrical Drawings and the work of other trades prior to installation of piping fixtures and equipment to verify adequate space available for installation of the work shown. In the event a field condition arises which makes it impossible to install the work as indicated, submit, in writing, the proposed departures to the Architect for his approval. Only when Architect's approval is given, in writing, shall Contractor proceed with installation of the work. C. Special Note: Should the Contractor make changes in the installation differing from what is indicated onthe contract drawings and not necessitated due to field conditions as indicated hereinabove, the Contractor shall be required to re -install the work to comply with what has been indicated on the contract drawings. Should it be impossible to re -install the work and the installation is in accordance with all governing authorities, the architect may permit the installation to remain. However, all costs incurred to revise the contract drawings by the engineer for resubmittal to the building department indicating the as -installed condition shall become the responsibility of the Contractor. D. In rase of a difference in the specifications or between the specifications and the drawings, the Contractor shall figure the most expensive alternate and after award of contract, shall secure direction from the Architect. 1.6 PERMITS, INSPECTIONS AND LICENSES A. All permits, inspections and licenses required by the legally constituted authorities for installation of the work according to the plans and specifications shall be obtained and paid as a part of the work of this section. 1.7 EXAMINATION OF PREMISES A. Before bidding on this work, Contractors shall make a careful examination of the premises and shall thoroughly familiarize themselves with the requirements of the contract. By the act of submitting a proposal for the work included in this contract, the Contractor shall be deemed to have made such study and examination, and that he is familiar with and accepts all conditions of the site. 1.8 PROTECTION A. All work, equipment and materials shall be protected at all times. Contractor shall make good all damage caused either directly or indirectly by his own workmen. Contractor shall also protect his own work from damage. He shall close all pipe openings with caps or plugs during installation. He shall protect all his equipment and materials against dirt, water, chemical and mechanical injury. Upon completion, all work shall be thoroughly cleaned and delivered in a new condition. B. Contractor shall be held responsible for all damage to equipment and materials until he has received written notice from the Architect or Engineer that his work has been accepted. 1.9 LOCATIONS A. The locations of apparatus, piping and equipment indicated on the drawings are approximate. Piping and equipment shall be installed in such a manner as to avoid all obstruction, preserve headroom, and keep openings and passages clear. The locations of and mounting heights of all fixtures shall be coordinated with the architectural plans and room elevations. WLC/1614902 IDENTIFICATION FOR PLUMBING EQUIPMENT 22 05 53 POCOCK DESIGN SOLUTIONS 11/19/19 (2) (2) Product data sheets corresponding to items indicated in specifications shall be clearly labeled with the specification section, page and item numbers. (e) Include, for every item which differs in size, configuration, connections, service, accessibility or any other significant way, a drawing to the same (or larger) scale as to the pertinent portions of the contract drawings. In this drawing show a complete layout of the system except that which is identical to the contract drawings, unless the unchanged portions must be shown to indicate such things as clearances. This drawing, together with the contract design drawings must show the complete system as revised to accommodate the proposed alternate. G. Substitution Requirements: 1. Any items included in submittals and proposed by the Contractor as substitution for that specified or shown on plans shall be submitted within thirty five (35) days of award of the contract. After such time, proposed substitutions shall not be accepted for review, and the Contractor shall submit all items as specified or shown on plans. (a) For each item proposed as substitution for that specified or shown on plans, copies of product data sheets for the specified item shall be placed side by side with product data sheets for the proposed substitution item within the submittal. (1) In addition to the Submittal Requirements for labeling listed above, product data sheets for the specified item shall be clearly labeled "SPECIFIED ITEM, NOT SUBMITTED". Product data sheets for the corresponding proposed substitution item shall be clearly labeled 'PROPOSED SUBSTITUTION'. (b) Provide calculations and other detailed data justifying how any items proposed as substitution were selected for proposal. Data must be complete enough to permit detailed comparison of every significant characteristic for which the specified item was analyzed during design. 2. It shall be the Contractors responsibility to provide sufficient information to allow the Engineer to analyze any proposed alternate. If inadequate information is provided, the proposal will not be approved and resubmittal will not be allowed. 3. The Contraclorshall provide orperformtests required by Engineer for purpose ofjudging acceptability of proposed substitutions. 4. The Contractor assumes full responsibility that alternate items and procedures will meet the job requirements and is responsible for cost of redesign and of modifications to this and other parts of work caused by alternate items furnished under work in this Section. In view of these responsibilities, it is the purpose of these specifications to establish procedures to ensure that the Contractor has considered all the ramifications of proposed ahemates before submitting them for review. Submittals which do not comply with the requirements of these specifications or which indicate proposed alternates that were selected without proper regard to the requirements of thejob will not be approved. No more than one proposed alternate will be considered for each item. 5. Alternate items installed without Engineers approval will be replaced with specified items at Contractors expense. 6. The Architect or his authorized representative shall be the sole judge as to the quality and suitability of proposed alternate equipment, fixtures or materials. Decisions of the Architect or that of his representative shall be final and conclusive. 1.11 COORDINATION A. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. WLC/1614902 IDENTIFICATION FOR PLUMBING EQUIPMENT 22 05 53 POCOCK DESIGN SOLUTIONS 11/19/19 (4) 4. National Fire Protection Association. 5. California Division of the State Architect. 6. California State Division of Industrial Safety. 7. County Health Department. 8. Any other legally constituted body -having jurisdiction thereof. B. Nothing in the specifications or drawings shall be construed to permit deviation from the requirements of governing codes unless approval for said deviation has been obtained from the legally constituted authorities having jurisdiction and from the Owners representative. 1.5 DRAWINGS A. Because of the small-scale drawings, it is not possible to indicate all offsets, fittings and accessories which may be required. The Contractor shall carefully investigate the conditions surrounding installation of his work, furnishing the necessary piping, ftlings, valves, traps, and other devices which may be required to complete the installation. B. The general arrangement indicated on the drawings shall be followed as closely as possible. Coordinate with the Architectural, Structural, Mechanical and Electrical Drawings and the work of other trades prior to installation of piping fixtures and equipment to verify adequate space available for installation of the work shown. In the event a field condition arises which makes it impossible to install the work as indicated, submit, in writing, the proposed departures to the Architect for his approval. Onlywhen Architects approval is given, in writing, shall Contractor proceed with installation of the work. C. Special Note: Should the Contractor make changes in the installation differing from what is indicated on the contract drawings and not necessitated due to field conditions as indicated hereinabove, the Contractor shall be required to re -install the work to comply with what has been indicated on the contract drawings. Should it be impossible to re -install the work and the installation is in accordance with all governing authorities, the architect may permit the installation to remain. However, all costs incurred to revise the contract drawings by the engineer for resubmittal to the building department indicating the as -installed condition shall become the responsibility of the Contractor. D. In case of a difference in the specifications or between the specifications and the drawings, the Contractor shall figure the most expensive alternate and after award of contract, shall secure direction from the Architect. 1.6 PERMITS, INSPECTIONS AND LICENSES A. Allpermits, inspectionsand licenses required bythe legally constituted authorities for installation of the work according to the plans and specifications shall be obtained and paid as a part of the work of this section. 1.7 EXAMINATION OF PREMISES A. Before bidding on this work, Contractors shall make a careful examination of the premises and shall thoroughly familiarize themselves with the requirements of the contract. By the act of submitting a proposal for the work included in this contract, the Contractor shall be deemed to have made such study and examination, and that he is familiar with and accepts all conditions of the site. 1.8 PROTECTION A. All work, equipment and materials shall be protected at all times. Contractor shall make good all damage caused either directly or indirectly by his own workmen. Contractor shall also protect his own work from damage. He shall close all pipe openings with caps or plugs during installation. He shall protect all his equipment and materials against dirt, water, chemical and mechanical injury. Upon completion, all work shall be thoroughly cleaned and delivered in a new condition. WLC/1619402 GENERAL -SERVICE COMPRESSED -AIR PIPING 22 15 13 POCOCK DESIGN SOLUTIONS 11/19/19 (2) (d) Have all product data sheets clearly labeled to indicate the individual items being submitted. In addition, all required options and accessories shall be clearly marked. (1) Product data sheets corresponding to items indicated on plans shall be clearly labeled with the corresponding fixture or equipment tag number. (2) Product data sheets corresponding to items indicated in specifications shall be clearly labeled with the specification section, page and item numbers. (e) Include, for every item which differs in size, configuration, connections, service, accessibility or any other significant way, a drawing to the same (or larger) scale as to the pertinent portions of the contract drawings. In this drawing show a complete layout of the system except that which is identical to the contract drawings, unless the unchanged portions must be shown to indicate such things as clearances. This drawing, togetherwith the contract design drawings must show the complete system as revised to accommodate the proposed alternate. B. Substitution Requirements: 1. Any items included in submittals and proposed by the Contractor as substitution for that specified or shown on plans shall be submitted within thirty five (35) days of award of the contract. After such time, proposed substitutions shall not be accepted for review, and the Contractor shall submit all items as specified or shown on plans. (a) For each item proposed as substitution for that specified or shown on plans, copies of product data sheets for the specified item shall be placed side by side with product data sheets for the proposed substitution item within the submittal. (1) In addition to the Submittal Requirements for labeling listed above, product data sheets for the specified item shall be clearly labeled "SPECIFIED ITEM, NOT SUBMITTED". Product data sheets for the corresponding proposed substitution item shall be clearly labeled "PROPOSED SUBSTITUTION". (b) Provide calculations and other detailed data justifying how any items proposed as substitution were selected for proposal. Data must be complete enough to permit detailed comparison of every significant characteristic for which the specified item was analyzed during design. 2. It shall be the Contractors responsibility to provide sufficient information to allow the Engineer to analyze any proposed alternate. If inadequate information is provided, the proposal will not be approved and resubmittal will not be allowed. 3. The Contractor shall provide or perform tests required by Engineerfor purpose ofjudging acceptability of proposed substitutions. 4. The Contractor assumes full responsibility that alternate items and procedures will meet the job requirements and is responsible for cost of redesign and of modifications to this and other parts of work caused by alternate Items furnished under work in this Section. In view of these responsibilities, it is the purpose of these specifications to establish procedures to ensure that the Contractor has considered all the ramifications of proposed alternates before submitting them for review. Submittals which do not comply with the requirements of these specifications or which indicate proposed alternates that were selected without proper regard to the requirements ofthe job will not be approved. No more than one proposed alternate will be considered for each item. 5. Alternate items installed without Engineers approval will be replaced with specified items at Contractor's expense. WLC/1619402 GENERAL -SERVICE COMPRESSED -AIR PIPING 22 15 13 POCOCK DESIGN SOLUTIONS 11/19/19 (4) (e) Maintenance instructions for equipment and systems. (f) Maintenance instructions for special finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents. C. Submit one copy of completed volumes in final form 15 days prior to final inspection. This copy will be returned afterfnal inspection, with Owner comments. Revise content of documents as required priorto final submittal. D. Submit final volumes (revised) within ten days after final inspection. 1.11 GUARANTEES A. The Contractor, in accepting this contract, binds himself to replace or repair at his own expense any defect in workmanship or material which may appear within a period of one year from the date of the final acceptance of the building, and to pay for all resulting damage which shall appear within the said period; provided always that the Contractor shall not be liable for anything attributable to acts of the agents of the Owner, or for ordinary wear. Also, given date of work performed by the Contractor be accepted as complete, he shall agree to correct any deficiencies or omissions in respect to the plans or specifications which may appear in the afore -mentioned twenty-four month period. S. The Contractor guarantees that all piping as provided in this specification will be free from all obstructions, and that all piping will be tight and drip free. C. All refrigerant compressors shall carry a five-year manufacturer's warranty. 1.12 LOCAL CONDITIONS A. The Contractor and trade submitting tenders on this work shall visit and will be deemed to have visited the site to ensure that they are familiar with all conditions relating to the work. Failure to visit the site will in no way relieve the successful Contractor of the necessity of furnishing any material or performing any work that may be required to complete the work in accordance with the drawings and specifications without additional cost to the Owner. 1.13 RULES, REGULATIONS AND CODES A. All work and materials shall be in full accordance with the latest California Mechanical Code, California Plumbing Code, California Building Code and local rules and regulations, State Fire Marshal regulations, the safety orders of the Division of Industrial Safety; the National Electric Code; the standards of the National Fire Protection Association; American Gas Association; Occupation and Safety Act; American National Standards Institute; American Society of Mechanical Engineers; American Society for Testing and Materials; Installation Standards published by the International Association of Plumbing And Mechanical officials(IAPMO) and other applicable laws, codes, or regulations. Nothing in these specifications shall be construed to permit work not conforming to these codes. B. Electrical Work: Motors, electrical apparatus and wiring specified in this section shall conform to the National Electrical Manufacturers Standards and the National Electric Code and hearths Underwriters label of approval. C. The Contractor shall furnish, without extra charge, any additional material and labor when and where required to comply with these rules and regulations, though the work be not mentioned in these Specifications or shown on the Drawings. When these Specifications or Drawings call for or describe materials or construction of a better quality or larger sizes than required by the above mentioned rules and regulations, the provisions of these specifications and accompanying drawings shall take precedence. WLC/1614902 HEATING, VENTILATION AND AIR CONDITIONING 23 00 00 (4) Newport a ion Gun Range Remodel CityNewportof Beach 870 Santa Barbara Dr. Newport Beach, California 92660 CONTRACT NUMBER: 7080-1 PROJECT ID NUMBER: B -5272-S 1. DEFERRED APPROVAL ITEMS: SUBMITTAL DOCUMENTS FOR DEFERRED 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 INDICATINGF THAT THE DEFERRED ERRED DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE E BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN AND DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL- INSTALLATION OF DEFERRED APPROVAL ITEMS SHALL NOT BE STARTED UNTIL DETAILED PLANS, SPECIFICATIONS, AND ENGINEERING CALCULATIONS HAVE BEEN ACCEPTED AND SIGNED BY THE ARCHITECT OR ENGINEER IN GENERAL RESPONSIBLE CHARGE OF DESIGN AND SIGNED BY A CALIFORNIA REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER WHO HAS BEEN DELEGATED RESPONSIBILITY COVERING THE WORK SHOWN ON A PARTICULAR PLAN OR SPECIFICATION AND APPROVED BY THE CITY OF NEWPORT BEACH. DEFERRED APPROVAL ITEMS SHALL BE SUBMITTED FOR REVIEW NO LATER THAN 60 DAYS AFTER THE NOTICE TO PROCEED. DEFERRED APPROVAL ITEMS FOR THIS PROJECT ARE THE FOLLOWING ITEMS: A. GUN RANGE EQUIPMENT, HVAC, LIGHTING AND POWER SERVING GUN RANGE. 2016 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1 2016 CALIFORNIA BUILDING CODE CBC 2015 INTERNATIONAL BUILDING (CBC) ( CALIFORNIA LE CODE OF 2REGULATIONS CODE (IMENW8) ACALIFORNIA (CCR) T 2016 CALIFORNIA ELECTRICAL CODE CEC 2014 NATIONAL ELECTRIC ( ) ( CALIFORNIA CODE OF REGULATIONS CODE (NEC) W/ CALIFORNIA (CCR) TITLE 24, PART 3 AMENDMENTS) 2016 CALIFORNIA MECHANICAL CODE CMC 2015 UNIFORM MECHANICAL (CMC) ( CALIFORNIA CODE OF REGULATIONS CODE (UMC) W/ CALIFORNIA (CCR) TITLE 24, PART 4 AMENDMENTS) 2016 CALIFORNIA PLUMBING CODE (CPG) (2015 UNIFORM PLUMBING CALIFORNIA CODE OF REGULATIONS CODE (UPC) W/ CALIFORNIA (CCR) TITLE 24, PART 5 AMENDMENTS) 2016 CALIFORNIA ENERGY CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6 2016 CALIFORNIA FIRE CODE CFC................ (CFC) (2015 INTERNATIONAL FIRE CALIFORNIA CODE OF REGULATIONS CODE (IFC) W/ CALIFORNIA (CCR) TITLE 24, PART 9 AMENDMENTS) 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 11 2016 CALIFORNIA REFERENCED 1990 STATE FIRE MARSHAL STANDARDS CODE -CALIFORNIA REGULATIONS (AS AMENDED CODE OF REGULATIONS TO DATE) CALIFORNIA CODE OF (CCR) TITLE 24, PART 12 REGULATIONS (CCR) TITLE 19 2010 AMERICANS WITH DISABILITY ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN (ADAS) APPLICABLE NFPA, UL AND ICC STANDARDS NFPA 13 - AUTOMATIC SPRINKLER SYSTEMS, 2016 EDITION NFPA 14 STANDPIPE SYSTEMS, 2013 EDITION NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS, 2013 EDITION NFPA17A - WET CHEMICAL SYSTEMS, 2013 EDITION NFPA 20 - STATIONARY PUMPS, 2016 EDITION NFPA 22 - WATER TANKS FOR PRIVATE FIRE PROTECTION, 2013 EDITION NFPA 24 - PRIVATE FIRE MAINS, 2016 EDITION NFPA 25 - WATER BASED FIRE PROTECTION SYSTEMS, 2013 EDITION NFPA 72 - NATIONAL FIRE ALARM CODE, 2016 EDITION G PROTECTIVES, NFPA 92 - STANDARD FOR SMOKE ONTRIN15 2016 EDITION NFPA 253 - CRITICAL RADIANT FLUX OF FLOOR COVERINGS, 2015 EDITION NFPA 2001 - CLEAN AGENT FIRE EXTINGUISHING SYSTEMS, 2015 EDITION ICC 300 - ICC STANDARDS FOR BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND GRANDSTANDS, 2012 EDITION UL 300 - FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION OF COMMERCIAL RESTAURANT COOKING AREAS, 2005 EDITION UL 464 - AUDIBLE SIGNAL APPLIANCES, 2003 EDITION UL 521 - HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS, 1999 EDITION NOTE: ALL NFPA STANDARDS AS LISTED ARE TO CONFORM TO THE EDITION AS LISTED WITH THE LATEST CALIFORNIA AMENDMENTS. REFERENCE THE 2016 CBC, TITLE 24, PART 2 - CHAPTER 35 FOR ADDITIONAL APPLICABLE NFPA, UL. STANDARDS AND ANY CALIFORNIA AMENDMENTS TO NFPA STANDARDS. OWNER CITY OF NEWPORT BEACH 100 CIVIC CENTER DRIVE E NEWPORT BEACH, CA 9E 2660 (949) 644-3309 T-1 TITLE SHEET .::::::.::.... ::::.. ::::::::::::.:...................:::::::::::::. .......................................................................................................:.::.::::::::::::::::::::::::::::::::.:. A:R.C..H..t..T..E..G.T..U..R.A.L:.:..;:::::.:::.:.:::.:::.::.-:.:::::::::::...,............................................................................................................. ................_......................__...._........_.............._.._.........,..........._......._...............:...:...::::::......:::::::.....-:::::......:::...::::::::::............:::::::.............:............. AD-2.1 DEMOLITION FLOOR PLAN AND SECTION DATE BY OWNER 2 AD -2.2 DEMOLITION CEILING PLAN DRAWN: SY CHECKED: KN DATE: 11/27/2019 SCALE: NONE PROJECT NUMBER: 1614902 ARCHITECT WLC ARCHITECTS, INC. 8163 ROCHESTER AVE. SUITE 100 RANCHO CUCAMONGA, CA 91730 (909) 987-0909 FAX (909) 980-9980 MECHANICAL/PLUMBING ENGINEER POCOCK DESIGN SOLUTIONS 14451 CHAMBERS ROAD SUITE 210 TUSTIN, CA. 92780 (949)417-3903 FAX(949)419-1393 ELECTRICAL ENGINEER A&F ENGINEERING GROUP, INC. 9320 BASELINE RD., SUITE C RANCHO CUCAMONGA, CA 91701 (909) 941-3008 FAX (909) 941-8211 A-2.1 REMODEL FLOOR PLAN AND SECTION A-2.2 REMODEL CEILING PLAN A-5.1 DOOR, FINISH SCHEDULES AND DETAILS A-8.1 INTERIOR ELEVATIONS AND DETAILS ....sl. " 7PP ................................................................. L.0 _.. B'..Id.,G 0.1 PLUMBING LEGENDS, SCHEDULES, AND GENERAL NOTES 2.1 PLUMBING FLOOR PLAN .. ......... . .0°T:R L.GAL :' ...... E-0.1 GENERAL NOTES, SYMBOL LIST, & FIXTURE SCHEDULE DEFERRED APPROVAL 22 E-0.2 TITLE 24 COMPLIANCE FORMS PROJECT TEAM 3 E-1.1 DEMOLITION PLANS E-2.1 REMODEL PLANS �O O 55 P�`� 73 ".. O�� > 1 .................... "' "' '"""' ""'''" ' N PROJECT SITE RENOVATION OF GUN RANGE AND ASSOCIATED SUPPORTING SPACES. TOTAL OF 1,994 SQ. FT. IMPROVEMENT INCLUDES NEW GUN RANGE EQUIPMENT AND HVAC, NEW FLOOR, WALL, AND CEILING FINISHES, NEW LIGHT FIXTURES, NEW CASEWORK. SCOPE OF WORK 4 AREA: LOWER LEVEL: 24,000 SF UPPER LEVEL: 24,000 SF STORIES: 2 TYPE OF CONSTRUCTION: TYPE I -B OCCUPANCY CLASSIFICATION: Bn-3 BUILDING DATA 5 LOCATION MAP 23 ACCESSIBILITY REQUIREMENTS FOR SCOPE OF WORK UNDER PC 2170-2019 WILL BE ADDRESSED IN PLAN SUBMITTAL FOR DISABLED ACCESS UPGRADES FOR LOCKER ROOM REMODEL TO BE SUBMITTED FOR REVIEW BY JANUARY 2020. PROJECT SITE D X Z Q D D G�7i y<< s� NEWPORT CENTER 1 N ADA NOTE 6 APPROVE PUBLIC I RS IR TOR APPROVED: , Z DE TY PWD/CITY E INEER R.C.E. N 6 527 APPROVED: CO%� P CE CHIEF VICINITY MAP 24 GOVERNING CODES 20 DRAWING INDEX 8 APPROVAL 7 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wicarchitects.com 0 C Q0 O a) U ��� vJ . U a)O U N V E c m ■� ^^0 m O U a� z co q () Co o _ ICU C C) 0 r� rn U �v CU W iQ Z o 100 K161EEDH C-19064 Cr 03/31/21 9J. OF CAS\ IRS CONSULTANT NO DATE BY DESCRIPTION El REVISIONS DRAWN: SY CHECKED: KN DATE: 11/27/2019 SCALE: NONE PROJECT NUMBER: 1614902 TITLE SHEET DRAWING T-1 NUMBER: I 1 Q M CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com 0 c0 O O') �+ Q — U U 4) O a E�m O (1) 0° o p jC Q (3)c z Z CO ' M � � O �M W a—(D co V) Z o rll-_ 00 �.A KELLEY NEEDHAM C-19064 %JA Re k 03/31121 �Q CONSULTANT DRAWN: CHECKED: KN DATE: 11/13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 DEMOLITION FLOOR PLAN AND SECTION J Q H H DRAWING AD1 Z NUMBER: —2 . 0 U w cn ::::f ....................................................................................................................................................................................... 4til:N NfL ::::::::......::::::::::::::::::::::::::::::::::::::::::::: ::: : 1. REMOVE ALL EXISTING COUNTERTOP, BACKSPLASH, BASE, UPPER AND FULL HEIGHT CASEWORK IN THE PROPOSED RENOVATED AREA. — (E) WALLS TO BE PROTECTED IN PLACE 37 GUN RANGE (E) WALL COVERING OR (E) PAINT FINISH TO BE REMOVED � �- � EXISTING WINDOW, DOOR, DOOR FRAME TO BE REMOVED 37.1 VESTIBULE 2. REMOVE EXISTING DOORS AND FRAME INDICATED TO BE REMOVED, AND PREPARE NEWLY EXPOSED SILL, JAMB AND HEAD SURFACE FOR INSTALLATION OF NEW DOOR AS INDICATED BY DASHED LINE. PATCH, REPAIR, AND PREPARE GYPSUM BOARD SURFACE PER NOTE 1 BELOW . I � I I I \ FINISH ABOVE/BELOW SHALL BE TREATED THE SAME WAY AS HOW THE ADJACENT WALLS ARE TO BE TREATED 37.2 RANGE MASTER OFFICE FRAME AND WALL FINISH AS INDICATED IN THE SCHEDULE. REPLACE GYPSUM BOARD AS REQUIRED. I I J1 L IJ u 38 ARMORY 3. REMOVE EXISTING FLOORING WITHIN SCOPED AREA. REMOVE EXISTING ADHESIVE. 1 -HR RATED WALL WHERE INDICATED, TYP. REPAIR EXPOSED CONCRETE TO RECEIVE NEW SCHEDULED FLOORING. 4. PROTECT IN PLACE EXISTING STRUCTURE REQUIRED TO REMAIN AS PART OF THE BUILDING. / EXISTING CONCRETE/ CMU WALL TO BE PREPARED TO EXISTING DOOR AND FRAME TO BE PROTECTED IN PLACE RECEIVE NEW PAINT FINISH, TYPICAL. 5. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION PLANS. NOTES: 1. GYPSUM BOARD SURFACE PREPARATION: - WHERE ADJACENT SURFACE IS PAINTED: PROVIDE LEVEL 4 TREATMENT - WHERE ADJACENT SURFACE IS FINISHED WITH WALL COVERING: PROVIDE LEVEL 5 TREATMENT GENERAL NOTES 13 LEGEND 5 ROOM LEGEND 1 0080 PROTECT IN PLACE (E) SHOTGUN CABINET 0102 REMOVE (E) CASEWORK 0103 REMOVE (E) DOOR, FRAME, AND CMU WALL, AND PREPARE FOR (N) DOOR 0187 TEMPORARILY REMOVE (E) GUN CLEARING BARREL I II II I I � I 0188 REMOVE (E) MAGNEHELIC GAUGE 0194 I I 0189 REMOVE (E) COMPRESSOR AND ASSOCIATED LINES I l -1 - 0188 0190 REMOVE (E) SHOOTING STALLS, TYP. I 0191 REMOVE (E) OVEREAD TARGET RAILS AND MOTORS, TYP. I p-� I 0192 I 0190 = 1 =1 = 37 2 0192 REMOVE (E) BULLET TRAP, DEBRIS AND LEAD TYP. I 0194 REMOVE (E) ACOUSTICAL WALL PANEL I 0195 REMOVE (E) OVERHEAD BAFFLES 37 1=1—_ 0197 REMOVE (E) SUSPENDED ACOUSTICAL CEILING SYSTEM 0189 0198 PATCH AND REPAIR EXISTING GYPSUM BOARD CEILING 0102 REMOVE (E) HAVC SYSTEM ------�---- TYP 0187 _ I I 0194 I L-A I I 37.1 I I I I 0102 L 0103 ------------------------- -------------------------------- I II 3'-0" 4'0" IF 04$3 J — L 0080 ! I 0102 38 I I PROJECT TRUE NORTH NORTH N GUN RANGE FLOOR P LAN 6 II IIII II II II II II II II II II II II II II II II F1 F1 F���__ �� J— - -- II II ---�1== ==— —-------- — -- � II II II II — — T 7 — — -- — — -- --� �_—___—--__�__ �_F—______ �_ IIS II II II II �_ _ — — ——— — — ----i-- dvl �X� — — —- ---- II Ic-------------- 0199 -------- 0197 0198 --------------------------------------------------------- 0195 TYP. 0191 ----- I 0199 II II II I I 0192 I I I I I I I II II I I J GUN RANGE SECTION 1/4"=1I-ovo 8 REFERENCE NOTES 4 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com 0 c0 O O') �+ Q — U U 4) O a E�m O (1) 0° o p jC Q (3)c z Z CO ' M � � O �M W a—(D co V) Z o rll-_ 00 �.A KELLEY NEEDHAM C-19064 %JA Re k 03/31121 �Q CONSULTANT DRAWN: CHECKED: KN DATE: 11/13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 DEMOLITION FLOOR PLAN AND SECTION J Q H H DRAWING AD1 Z NUMBER: —2 . 0 U w cn CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com O c0 O O') �+ Q — U U) .0 U O O a E O O 0° o O jC O c U Cy) a) z c0 c: z 0(0'� O m� _> c� O � C6 m a—(D Co C) Z p rll-_ 00 ARCy��, KELLEY NEEDHAM C-19064 s %('A Rep k 03131121 �Q CONSULTANT DRAWN: CHECKED: KN DATE: 11/13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 DEMOLITION CEILING PLAN J Q H H DRAWING NUMBER: AD—2 2 Z . 0 U w EXISTING GYPSUM BOARD CEILING TEXTURE AND PAINT \ TO BE REMOVED. PATCH AND REPAIR ANY DAMAGES :::::::::::.............................................................................................................................................................................. 37 GUN RANGE 37.1 VESTIBULE \ 37.2 RANGE MASTER OFFICE 38 ARMORY — — — — I EXISTING LIGHT FIXTURES/ ELECTRICAL EQUIPMENT TO BE — — — — — J REMOVED, SEE ELECTRICAL DRAWINGS II II L — — — —J F EXISTING MECHANICAL REGISTERS TO BE PROTECTED AND ADJUSTED PER REMODEL MECHANICAL DRAWINGS i tz 13 LEGEND 5 ROOM LEGEND 1 0079 PROTECT IN PLACE (E) SOFFIT 0191 REMOVE (E) OVEREAD TARGET RAILS AND MOTORS, TYP. 0193 REMOVE (E) LIGHT FIXTURES, TYP. 0195 REMOVE (E) OVERHEAD BAFFLES 0191 TYP.(4) I I II III I I II III I I I I _F7 ----- --- - ==1=== ==1----------I-- --- ----II-III I I I------1r�1-- III I I Ll I I �� ----- I----- II III I I _�� -- -==1==-=== --�I-III II III I F ==1=----I--�=�_�_--- II III I I Fi 71 II II IIS \ nll I III III I I I III II III II III 1 F-1 I I I I II III I I I II III I II III I II III I II III I II III I I I II III II III I I I I \I II II I � J� I III I I I I I I I I I _ I I I I —LJ I I I � r�=— I II 111 III I III III I I I II II II III 1 111 I 0195 TIYP. 1 I 1 111 III I I II 111 1 II III I 11 111 1 II III I 1 1 II I1 I I II III 1 1 1 I I I II 137.2 I III III I I I III III II III II III I I III III I I I 1 111 III I II III I II III I II III I II III I I I II III I II III I I I I II If\ 1F-==----___��==1�r�1--------1�==1------==1---1==�=f_�-----I L I III III I I I I II III II III II I 1 I I II II 1 1 1 I II III I II III I II III I II III I II III I I I II III I II I I I I N11 I\ I IIIIrI I I iIII --I----- �� --U�r—iII—1 --------- 1 �I L— I �I—--1 -------�I—II---1 � J -------I LL jTLL -------II -----I�$ A ---- \`LIIII JIIII U I I I I4I—II—III II II I I I I I I II I II I I I I II II I I I I I I I I I 37 I I I I I I I I I I I I �I---- I I I --- I — II III I I I II III I I I LJ II III II I L l 1 II III I I I 1 II III I I I LJ I I I I I I I I I I I I I I I I I I I I I I I I I I I \ 37.1 I I I I I I I I I I I I I I I I I I I I I L ---=J. 0193 TYP. \ 0079 \ I II II SII I� III ill II I I I �I II SII IIS II IISII I \IIIFFL- J HF-1\ ;II II I \Epq �I II III ;II II I I II I� II II I I JI II I I II I� \ II II I \ X11 II II I u LJ I I I PROJECT TRUE NORTH NORTH N GUN RANGE - DEMOLITION CEILING PLAN 1/4"=11-019 8 REFERENCE NOTES 4 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com O c0 O O') �+ Q — U U) .0 U O O a E O O 0° o O jC O c U Cy) a) z c0 c: z 0(0'� O m� _> c� O � C6 m a—(D Co C) Z p rll-_ 00 ARCy��, KELLEY NEEDHAM C-19064 s %('A Rep k 03131121 �Q CONSULTANT DRAWN: CHECKED: KN DATE: 11/13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 DEMOLITION CEILING PLAN J Q H H DRAWING NUMBER: AD—2 2 Z . 0 U w cn CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com 0 c0 O O') �+ Q — U U) . U O v a E�m o p jC Q (3)c z Z CO ' M 0 �U L— 0 co ca -0 U) Z o rll-_ 00 ARCy�, KELLEY NEEDHAM C-19064 k Na : 03/31121 �Q CONSULTANT DRAWN: CHECKED: KN DATE: 11/13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 REMODEL FLOOR PLAN AND SECTION J Q H H DRAWING A NUMBER: —2.1 Z 0 U w cn NOTES: 1. ANYTHING NOT IDENTIFIED AS EXISTING (E) SHALL BE NEW (N). PROTECT IN PLACE EXISTING FRAMED WALL. PREPARE ............................................................................................................................................................................................. ............................................................................................................................................................................................... ............................................................................................................................................................................................. ............................................................................................................................................................................................... .:::.......... ::::ROOtil;:NANfE: .......................................................................................................................................................................................... : : 37 GUN RANGE 1 BUILDING SECTION _ _ A-4.1 SHEET NUMBER 2. EVERYTHING INSIDE ROOM 37 INCLUDING GUN RANGE EQUIPMENT, HVAC, TO RECEIVE (N) FINISH. 37.1 VESTIBULE 37.2 RANGE MASTER OFFICE 1 DETAIL NUMBER SHEET NUMBER LIGHTING, CONTROL, SHALL BE INCLUDED AS DEFERRED APPROVAL PACKAGE. CONTRACTOR SHALL SUBMIT ENTIRE PACKAGE TO CITY OF NEWPORT BEACH BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 1—HR RATED WALL WHERE INDICATED, TYP. 38 ARMORY A-8.1 O DOOR IDENTIFICATION EXISTING CONCRETE/ CMU WALL TO RECEIVE NEW PAINT FINISH SCOPED ROOM SIDE, TYPICAL. OWINDOW IDENTIFICATION 1—HR RATED WALL WHERE INDICATED, TYP. 0000 REFERENCE NOTE EXISTING CONCRETE/ CMU WALL TO RECEIVE NEW PAINT FINISH SCOPED ROOM SIDE, TYPICAL. 100 L WOODWORK INSTITUTE REFERENCE NUMBER (N) FURRED WALL WITH 3-5/8" METAL STUD @ 16" O.C. AND 5/8" TYPE X GYPSUM BOARD FINISH +8'-0" A.F.F. ELEVATION SYMBOLS +8'-0" A.F.F+ 100 ROOM NAME NOTES: 1. GYPSUM BOARD SURFACE PREPARATION: — WHERE SURFACE IS PAINTED: PROVIDE LEVEL 5 TREATMENT GRAPHIC SYMBOLS 21 13 GENERAL NOTES 9 LEGEND 5 ROOM LEGEND 1 0080 PROTECT IN PLACE (E) SHOTGUN CABINET 0081 BULLET TRAP 0082 BALLISTIC RUBBER TILE OVER (E) WALLED 0083 SOLID COMPOSITE CASEWORK WITH S.S. COUNTERTOP LT7 0095 0095 1 0084 AIR COMPRESSOR 0082 0082 oos2 0085 QUICK AIR DISCONNECT 0086 (N) ARMORY DOOR AND FRAME 0087 (N) HM DOOR AND FRAME 37. 2 0088 CEILING GUARD, AR -500 BY SRI 0089 ACOUSTIC DURA -PANEL BY RANGE SYSTEM, UNDERSIDE OF ENTIRE (E) 0081 TYP.(5) GYPSUM BOARD CEILINGED 3 2 0092 37 0090 REINSTALL (E) GUN CLEARING BARREL. VERIFY LOCATION WITH OWNER 0082 0092 RANGE CONTROL STATION 0093 FURRED WALL WITH 2X4 @ 16" O.C. 0090 0094 (N) P -LAM FINISH ON EXPOSED UNFINISHED SURFACE F 0085 0082 TYP.(2) 37.1 0095 PAINT ENTIRE WALL WITH "DRYLOK EXTREME" MASONRY WATERPROOFER 0093 02 0083 0087 I I I 01 0086 0084 3'-0" II I 0080 0094 I 38 I I PROJECT TRUE NORTH NORTH N GUN RANGE - REMODEL FLOOR PLAN 6 0088 GD 0089 0 60 0081 GUN RANGE - REMODEL SECTION 1/4"= 1I—ovo 8 REFERENCE NOTES 4 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com 0 c0 O O') �+ Q — U U) . U O v a E�m o p jC Q (3)c z Z CO ' M 0 �U L— 0 co ca -0 U) Z o rll-_ 00 ARCy�, KELLEY NEEDHAM C-19064 k Na : 03/31121 �Q CONSULTANT DRAWN: CHECKED: KN DATE: 11/13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 REMODEL FLOOR PLAN AND SECTION J Q H H DRAWING A NUMBER: —2.1 Z 0 U w cn 13 LEGEND PATCH, REPAIR (E) GYPSUM BOARD CEILING. PROVIDE (2) LAYERS SKIM COATS TO ACHIEVE LEVEL 5 FINISH. PAINTED. NEW LIGHT FIXTURE/ ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION GUN RANGE - REMODEL CEILING PLAN k" PROJECT TRUE NORTH NORTH N ROOM LEGEND I 1 0088 CEILING GUARD, AR -500 BY SRI 1/4" = 1--o° 1 $ 1 REFERENCE NOTES 1 4 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com O c0 O O') Q — U U) . U O O a E O O 0° o O jC O cL c (1) z c:z 0(0'� O m� _> c� m a -(D ca -0 O � U) Z O ti 00 ARCy�, KELLEY NEEDHAM C-19064 k Dai: 03131121 �Q CONSULTANT DRAWN: CHECKED: KN DATE: 11/13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 REMODEL CEILING PLAN DRAWING q 2.2 0 NUMBER: — Z 0 U w cn 37 GUN RANGE 37.1 VESTIBULE 37.2 RANGE MASTER OFFICE 38 ARMORY ROOM LEGEND I 1 0088 CEILING GUARD, AR -500 BY SRI 1/4" = 1--o° 1 $ 1 REFERENCE NOTES 1 4 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com O c0 O O') Q — U U) . U O O a E O O 0° o O jC O cL c (1) z c:z 0(0'� O m� _> c� m a -(D ca -0 O � U) Z O ti 00 ARCy�, KELLEY NEEDHAM C-19064 k Dai: 03131121 �Q CONSULTANT DRAWN: CHECKED: KN DATE: 11/13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 REMODEL CEILING PLAN DRAWING q 2.2 0 NUMBER: — Z 0 U w cn #ROOM 10/22/15 W m O LL- WAINSCOT WALLS Lu ZZ _ �_ ~ ~ J Z W MATERIAL/FINISH ABBREVIATIONS BRT - BALLISTIC TILE OVER EE, WALL CONC = EXPOSED CONCRETE WITH CHEMICAL HARDENER CMU = PATCH AND PAINT EXISTING CMU WALL GYP = GYPSUM BOARD, PAINTED RES = RESILIENT BASE/ RESILIENT FLOORING # FEATURE HARDWARE MAT'L FINISH DETAILS 1 1 1 U' Z Q U' MATERIAL/FINISH ABBREVIATIONS AL =ALUMINUM AN = ANODIZED FF - - FACTORY FINISH HM = HOLLOW METAL P = PAINTED FINISH PL = PLASTIC LAMINATE ST STEEL TG - TEMPERED GLAZING WV = WOOD, VENEER WS = WOOD, SOLID CORE Y = YES z W o Lu z W o � , , , cx_U—T— W_ _ J Q J CD U C/i O I V L -L J C/i U Q Cl fir-, C:> 0 W I— o L� W I L SEE SHEET A-5.1 HEAD JAMB JAMB SILL NAME DOOR SIZE (WIDTH X HEIGHT) REMARKS REMARKS 37 GUN RANGE BRT CONC - - - - BRT BRT BRT GYP NOTE 3 01 3'-8" X 6'-8" A 3 1/4" - - - - ST ST FF FF 4 4 4 4 - ARMORY DOOR. VERIFY DIMENSIONS 37.1 VESTIBULE RES RES - - - - CMU GYP GYP CMU 13/A8.1 02 2'-10" X 6'-8" B 1 3/4" - - Y - HM HM P P 8 8 8 12A - NOTE 2 37.2 RANGE MASTER OFFICE RES RES - - - - GYP GYP GYP CMU 38 ARMORY RES RES - - - - CMU CMU CMU CMU 18/A8.1 GENERALNOTES NOTES 1. ALL GYPSUM BOARD WALLS AND CEILINGS SHALL RECEIVE LEVEL 4 TREATMENT, MATCHING TEXTURE, 1. LAMINATE COLOR FOR ALL THE NEW DOORS SHALL MATCH EXISTING DOOR COLOR IN THE FACILITY. AND NEW PAINT FINISH. 2. FIELD VERIFY EXISTING DOOR ROUGH OPENING SIZE AND NOTIFY THE OWNER/ARCHITECT IF DIFFERENT 2. EXISTING PAINT OF ALL CMU WALLS SHALL BE REMOVED. ALL CMU WALLS SHALL RECEIVE NEW PAINT. FROM SCHEDULED SIZE. PROVIDE CORRECT SIZE DOOR AND FRAME AT NO ADDITIONAL COST TO THE OWNER. 3. ENTIRE SOUTH WALL OF ROOM 37 GUN RANGE SHALL RECEIVE "DRYLOK EXTREME" MASONRY WATERPROOFER BY UNITED GILSONITE LABORATORIES PRIOR TO THE INSTALLATION OF WALL FINISH. FINISH SCHEDULE AND NOTES DOOR SCHEDULE AND NOTES f, uu ae TYPE A TYPE B DOOR TYPES (E) CMU WALL EDGE STRIP A CARPET CONCRETE CMU WALL 3/8" DIA X 3" L. HILTI KWIK a BOLT III ICC/ES NO. 1385 W/ PIPE SPACER@ 18" OC CUT (E) CMU WALL FOR (N) ARMORY DOOR INSTALLATION VERIFY ROUGH OPENING SIZE WITH MANUFACTURER CONT. BACKER ROD & I� SEALANT, BOTH SIDES (N) ARMORY DOOR AND H.M. FRAME FRAME FILL DIMPLES WITH METAL FILLER. SAND SMOOTH AND RECEIVE PAINT FINISH DOOR PER SCHEDULE 1 15/16" 1 15/161 (N) ARMORY DOOR THRESHOLD 7 5/8" FILE/CSI NUMBER: XD08-024 REVISION DATE: 02/01/2007 JOB NUMBER: JOB NUMBER FILE/CSI NUMBER: XD08-076 REVISION DATE: 00/00/2004 JOB NUMBER: JOB NUMBER FILE/CSI NUMBER: XD08-077 REVISION DATE: 00/00/2004 JOB NUMBER: JOB NUMBER INTERIOR THRESHOLDS 311=11-011 HEAD / JAMB 311=11-011 8 HEAD/JAM BS/SILL 311=11-011 4 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com O C� O a') �--+ Q — U U) . U O v a U E � m .� O O 0° o Q O Q jC (3)c N U 0) 4) Z (� z O CO O > U -2- 2-0m U) Z o ti 00 ARCy�, KELLEY NEEDHAM C-19064 %('A Ps k 03/31/21 �Q CONSULTANT 3 10/22/15 ADDENDUM #3 NO DATE BY DESCRIPTION [4, REVISIONS DRAWN: -- CHECKED: KN DATE: 11/13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 DOOR, FINISH SCHEDULES AND DETAILS J Q H H DRAWING Acn NUMBER: —5. 1 z 0 U w cn 0070 CABINET WITH LOUVERED DOORS. AIR COMPRESSOR INSIDE EQ. GENERAL NOTES: MATERIAL: 1. ALL CASEWORK SHOWN ON SCHEDULE ARE NOT NECESSARILY USED. ONLY THOSE CABINETS: SOLID COMPOSITE 0071 QUICK AIR DISCONNECT. SEE PLUMBING DRAWINGS \ \ CASEWORK ITEMS CALLED OUT ON INTERIOR ELEVATIONS AND/OR FLOOR PLANS COUNTERTOP: STAINLESS STEEL SHALL BE USED. 0079 PROTECT IN PLACE (E) SOFFIT \ 2. CASEWORK NUMBERS SHOWN ON SCHEDULE ARE THOSE OF THE WOODWORK V-2" EQ. EQ. EQ. 0080 PROTECT IN PLACE (E) SHOTGUN CABINET \ \ INSTITUTE (WI) DESIGN NUMBERING SYSTEM. 302 302 302 I I A EQ' 3. ALL CABINET DIMENSIONS INDICATED IN SCHEDULE ARE NOMINAL OUTSIDE 0086 (N) VAULT DOOR AND FRAME \ DIMENSIONS.ARCHITECT'ii EQ. 0094 (N) P -LAM FINISH ON EXPOSED UNFINISHED SURFACE I 4. ALL DIMENSIONS NOTED ON SCHEDULE ARE IN INCHES. D g O 5. FILLER STRIPS ARE REQUIRED AT ENDS OF CABINETS WHERE CABINETS ARE ADJACENT TO WALLS. io ' ' � EQ. 6. ALL FILLER STRIPS AT ALL TALL AND WALL CABINETS TO HAVE TOP AND BOTTOM N I I E C RETURNS. \ 0071 A EQ. 7. HEIGHT DIMENSIONS OF BASE CABINETS INCLUDE FINISHED TOP THICKNESS OF 1 CLIENT FOCUSED PASSION DRIVEN N 1/2" & SUBBASE HEIGHT OF 4", U.N.O. 0SOUTHERN CALIFORNIA 8. HEIGHT DIMESIONS OF APRONS INCLUDE FINISHED TOP THICKNESS OF 1 1/2", U.N.O. \ / \ 9. HEIGHT DIMENSIONS OF TOPS WITH APRONS FROM FINISHED FLOOR LINE SHALL 8163 ROCHESTER AVENUE, SUITE 100 MATCH HEIGHT LINE SHALL MATCH HEIGHT OF ADJACENT BASE CABINETS U.N.O. RANCHO CUCAMONGA EQ. CALIFORNIA 91730-0729 10. ALL PLAN DIMENSIONS OF CASEWORK ARE CABINET DIMENSIONS ONLY & DO NOT 3'-0" 2'-0" EQ. EQ. EQ. INCLUDE TOPS. TEL: 909-987-0909 'If L C 1'-6" 4'-0" NOTES: NOTE: \ 18" DEEP 222 222 222 11. PROVIDE FINISHED END PANELS FOR SUPPORT OF COUNTERTOPS AT UNDER- WWW,WICafCillt@CtS.00171 222 222 1. FOR CASEWORK ANCHORAGE DETAIL, SEE 4/A-8.1 SPACING BETWEEN FACE PANELS SHOULD EQ COUNTER EQUIPMENTOR KNEE SPACES WHERE THERE IS NO ADJACENT WALL OR BE EQUAL DISTANCE FROM ADJACENT CABINET THAT CAN BE USED FOR SUPPORT. 2. FOR CASEWORK FACE PANEL DETAIL, SEE 5/A-8.1 FACE PANELS. THIS INCLUDES DRAWERS AND DOORS ON CASEWORK. THE DISTANCE EQ. 12. FINISH ALL EXPOSED PORTIONS OF CASEWORK AND COUNTERTOPS. NORTH EAST SOUTH WEST 3. FOR COUNTERTOP DETAILS, SEE 6/A-8.1 BETWEEN DRAWER/DOOR FACE PANELS BENEATH COUNTERTOPS IS ALSO EQUAL IN 13. ALL UNITS INCLUDING OPEN UNITS SHALL HAVE CASEWORK MANUFACTURER'S 4. FOR UNDERCABINET LIGHT FIXTURE, SEE 7/A-8.1 SPACING DISTANCE. \ STANDARD CABINET LINER, U.N.O. FILE/CSI NUMBER: XD06-002 REVISION DATE: 04/01/2005 JOB NUMBER: JOB NUMBER 14. ALL TOE SPACES SHALL BE 4" IN HEIGHT AND 3" IN DEPTH AND SHALL RETURN TO WALL WHERE ENDS OF CABINETS ARE EXPOSED, U.N.O. ROOM 37.1 -VESTIBULE 1/4"= -019 13 REFERENCE NOTES 9 CASEWORK N.T.S. 5 15. ALL SHELVING SHALL BE ADJUSTABLE, U.N.Q. 0 16. PROVIDE DUST CLOSURE PANELS TO CEILING OR DROPPED SOFFIT AS INDICATED ON ELEVATIONS OR PLAN. '^ MATERIAL: 17. ALL COUNTERTOPS SHALL BE OF DEPTHS AS DETAILED AND SHALL BE OF MAXIMUM O CABINETS: SOLID COMPOSITE PRACTICAL LENGTHS REQUIRED TO CONFORM TO OVERALL BASE CABINET DIMENSIONS. • 3'-0" 18. PROVIDE BACKSPLASH RETURN AT ENDS OF COUNTERTOPS WHERE ADJACENT TO r , 441 WALL OR OTHER FULL HEIGHT CASEWORK. � .. 19. ALL SINKS, SINK TRIM & ELECTRICAL ITEMS SHALL BE FURNISHED BY OTHER THAN U) .0V 0079 THE CASEWORK MANUFACTURER, U.N.O. // 20. ALL COUNTERTOPS SHALL BE PLASTIC LAMINATE, U.N.O. O Iz m U (1) CASEWORK ANCHORAGE LOCATIONS U m '� (3) LLI > 00 J UL B 1 Q L U >1 3'-0" 0070 2. 3.. C 402 0086 0094 0080 STAINLESS STEEL SHEATHING, \ / i / �+ 41SEAMLESS EE U SOLID PLYWOOD CORE W/ MARINE DEGE O M EAST SOUTH \ D STAINLESS STEEL , ; , , , ; � FILE/CSI NUMBER: XD06-003 REVISION DATE: 04/01/2005 JOB NUMBER: JOB NUMBER \ \ \ \ \ \ co ROOM 38 - ARMORY 18 14 10 COUNTERTOPS "= 6 C) 1 /4 - 1 -0 1 1 /2 -1 -0 O 1 � 00 9 3 --\ 5 2" TYP., U.N.O. \ 2 1 \ 2 SOUND BATT INSULATION 2 2 ARCy��, KELLEY NEEDHAM STUD FRAMING C-19064 %J'j� k k 03/31/21 \Q 0 CASEWORK PANEL 5 'OF ^�` III,\\\\ 1m11`\\\' 5 3 CONSULTANT 0 30 FACE PANEL LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS FILE/CSI NUMBER: XD06-006 REVISION DATE: 04/01/2005 JOB NUMBER: JOB NUMBER 6 1/4" = 11-019 19 15 11 UNDERCABINET LIGHT FIXTURE 1 1/2"=V-0" 7 7 \EF,10 3/8"0 "RAMSET" WEDGE ANCHORS (3" MIN EMBED) @ 24"OC TO CONCRETE SLAB, MIN. TWO PER CABINET CASEWORK ANCHORAGE NOTES 1. CASEWORK (FRONT) (BACK) (TOP) (BOTTOM) 2. FACE OF WALL 3. 1 x 4 CONTINUOUS WOOD CLEAT 4. 1 x 2 CONTINUOUS WOOD CLEAT NO DATE BY DESCRIPTION 5. ANCHORAGE TYPE VARIES BASE UPON WALL CONSTRUCTION AS FOLLOWS: A# REVISIONS WOOD STUD FRAMING - #10 x 3 1/2" FHWS @ 16"O.C., 2" MAXIMUM FROM EACH END. MIN. 2 PER CABINET W/ 3 X 4 WOOD BLOCKING WITH A34 TOP AND BOTTOM, DRAWN: SY CHECKED: KN OR METAL STUD FRAMING - #8 x 2 1/2" FHMS @ 16"O.C., 2" MAXIMUM FROM EACH END. MIN. 2 PER CABINET W/ CONT 16 GA x 4" STEEL PLATE x CABINET LENGTH OR DATE: 11/13/2019 SCALE: AS NOTED MASONRY OR CONCRETE - 3/8"0 "RAMSET" DYNABOLT SLEEVE ANCHORS (2" MIN 3 EMBEDMENT) @ 24"OC, MINIMUM 2 PER CABINET PROJECT NUMBER: 1614902 a a 6. 3/4" PARTICLE BOARD SKIRT 0 a 7. 2 x 4 PLATE INTERIOR z 8. FASCIA ELEVATIONS g 9. 2 x 6 GUSSET @ 48"O.C. - #10 x 2" LONG FHWS (6" FROM EACH END), SET 2x IN GLUE WHERE FASTENERS ARE PARALLEL TO 2x GRAIN, NO EXPOSED SCREW HEADS AND DETAILS .3 0 10. #10 x 3" FLAT HEAD WOOD SCREWS @ 24" OC M FILE/CSI NUMBER: XD06-001 REVISION DATE: 03/08/2005 JOB NUMBER: JOB NUMBER DRAWING A-8. 112 cn N� 8 CASEWORK ANCHORAGE N.T.S. 40 NUMBER: J w (n ��:�I�:�_1��C���� 1. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND 6. THE EXISTING AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE MODIFIED AND EXTENDED AS REQUIRED TO PROVIDE PROTECTION CHARACTERISTICS OF ALL UTILITIES AND PIPING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. FOR THE NEW TENANT DEVELOPMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, CHAPTER 9 2. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. SECTION 904 & NFPA 13. THE EXISTING SYSTEM SHALL BE KEPT IN OPERATION AT ALL TIMES EXCEPT WHEN "CUT—OVER" SOV TIE—INS ARE NECESSARY. ALL MATERIALS SHALL MATCH EXISTING UNLESS NOTED OTHERWISE. CONTRACTOR SHALL SUBMIT 3. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL FIRE DEPARTMENT STAMPED "APPROVED" PLANS FOR REVIEW PRIOR TO INSTALLATION OR FABRICATION. REFER TO THE DRAWINGS. SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT ABV ABOVE AND STRUCTURAL FRAMING. CLG CEILING 5. ALL WORK AND MATERIAL SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH CALIFORNIA PLUMBING CODE 2016. AIR EQUIPMENT SCHEDULE ITEM EQUIPMENT DESCRIPTION ABBREVIATION DESCRIPTION INGERSOLL—RAND MODEL NO. Pl.51U—A9, SINGLE STAGE RECIPROCATING, MAXIMUM OVERALL DIMENSIONS A COMPRESSED AIR LINE SHALL BE 43" HIGH X 23" WIDE. AIR COMPRESSOR, 2 HP, 115 VOLTS, 1 PHASE, 60 HZ, COMPRESSOR SHALL SOV SHUT—OFF VALVE DELIVER 4.6 CFM AT 135 PSI. TANK SHALL BE 20 GALLON CAPACITY, VERTICAL TYPE. THE UNIT SHALL HAVE F OF t\ F0�\Q RISER UP CENTRIFUGAL PRESSURE RELEASE FOR "LOAD FREE" STARTING AND AUTOMATIC SWITCH TO START AND STOP RISER DOWN AT PRESET MINIMUM AND MAXIMUM PRESSURE LIMITS. THE UNIT SHALL BE COMPLETE WITH THE FOLLOWING ABV ABOVE ACCESSORIES MOUNTED ON THE UNIT: COMPLETELY ENCLOSED, CAL OSHA APPROVED BELT GUARD, OIL BATH CLG CEILING AIR CLEANER, SAFETY VALVE, CHECK VALVE, AIR OUTLET VALVE, PRESSURE GAUGE, AUTOMATIC DRAIN VALVE DN DOWN W/ POWER CORD & PLUG (120 VOLT, SINGLE PHASE), PRESSURE SWITCH, 208 VOLT, THREE PHASE, 60 HZ, AC AIR MAGNETIC MOTOR STARTER WITH THREE PHASE OVERLOAD PROTECTION. APPROXIMATE OPERATING WEIGHT = 1 COMPRESSOR 200 LBS. POC POINT OF CONNECTION CONTACT INFORMATION: PLCS PLACES CURT DAHMEN, AREA MANAGER SLUE SLEEVE ARNEL COMPRESSOR COMPANY O 00 114 SUNSET AVE. � INDUSTRY, CA 91744 DIRECT: 626.672.6407 o � FAX: 909.597.7338 AMFLO MODEL NO. C10 AND CP9, 1/2" FEMALE NPT, PLATED STEEL COUPLER AND PLUG, WORKING Qp QUICK PRESSURE 300 P.S.I. WITH ESCUTCHEON. 1 DISCONNECT LEGEND SYMBOL ABBREVIATION DESCRIPTION A A COMPRESSED AIR LINE i SOV SHUT—OFF VALVE OF CA���;��? F OF t\ F0�\Q RISER UP RISER DOWN ABV ABOVE CLG CEILING DN DOWN O EXIST EXISTING FLR FLOOR U POC POINT OF CONNECTION PLCS PLACES E SLUE SLEEVE \I:4:l/_1� 1. COMPRESSED AIR PIPING WITHIN THE BUILDING AND ABOVE GRADE SHALL BE TYPE "L" ASTM B88, HARD DRAWN COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS ANSI B16.22 WITH 95-5 SILVER SOLDER. 2. VALVES: GATE VALVES 1-1/2" AND SMALLER SHALL BE NIBCO NO. T-113—LF, GATE VALVES 2" TO 3" SHALL BE NIBCO NO. F-607—RW OS&Y, BALL VALVES 2" AND SMALLER SHALL BE NIBCO NO. T-685-66—LF. CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com �ARCy, pNq E: 11 /13/2019 r C) _ �,A KELLEY NEEDHAM y C-19064 Na 1135839 Exp. 3 31/20 Rn Date 03/31/21 �Q AN OF CA���;��? F OF t\ F0�\Q O a� Co — U +� O U O O U E v ca a� m O O 00 0 � o � jC: U a� z CoC:z� 0co,0 O m� C: _> U c� O =3 m co Z o ti 00 �ARCy, pNq E: 11 /13/2019 r OWESS/R. _ �,A KELLEY NEEDHAM y C-19064 Na 1135839 Exp. 3 31/20 Rn Date 03/31/21 �Q AN OF CA���;��? F OF t\ F0�\Q CONSULTANT 1 9 On. d d!] —1 PocockDesignSolutions Inc. NO I DATE I BY I DESCRIPTION REVISIONS WN: BW CHECKED: PDS E: 11 /13/2019 r SCALE: NONEJECT NUMBER: 1614902 PLUMBING LEGEND AND GENERAL NOTES J Q DRAWING P-0 `° z NUMBER: .1 0 0 w U) C 0-- — DEMOLITION NOTES: 1. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL ITEMS INDICATED TO BE REMOVED. CONTRACTOR SHALL VERIFY ALL SUCH ITEMS WITH OWNER PRIOR TO REMOVAL. ALL ITEMS NOT REFUSED BY OWNER SHALL BE REMOVED INTACT AND FULLY FUNCTIONAL BY CONTRACTOR FOR OWNER'S USE. ALL ITEMS REFUSED BY OWNER SHALL BE PROPERLY DISPOSED OF BY CONTRACTOR. I I I I I I I 2. REMOVE EXISTING FIXTURES AND EQUIPMENT AS INDICATED. HOT WATER, COLD WATER, VENT AND/OR GAS PIPING SERVING SUCH ITEMS SHALL BE REMOVED TO A SUITABLE CONCEALED LOCATION WITHIN WALL OR ABOVE CEILING AND CAPPED OR PLUGGED UNLESS OTHERWISE NOTED (U.O.N.). WASTE PIPING SERVING SUCH FIXTURES SHALL BE REMOVED TO A SUITABLE CONCEALED LOCATION BELOW z s 4 5 6 7 FINISHED FLOOR OR BEHIND WALL AND CAPPED OR PLUGGED U.O.N. ASSOCIATED EXISTING DEFUNCT PIPING IN CONCEALED LOCATIONS ABOVE CEILING, WITHIN WALLS, BELOW SLAB, OR BELOW GRADE SHALL BE ABANDONED IN PLACE OR REMOVED AS NECESSARY TO AVOID INTERFERENCE WITH NEW WORK. ASSOCIATED EXISTING DEFUNCT PIPING AND COMPONENTS IN EXPOSED LOCATIONS SHALL BE REMOVED U.O.N. (INCLUDING FLOOR DRAINS, WALL AND FLOOR CLEANOUTS, CLEANOUTS TO GRADE, ACCESS PANELS, SHUT—OFF VALVES AND COCKS, YARD BOXES, MANHOLES, CATCH BASINS, AND OTHER EXPOSED COMPONENTS). EXISTING DEFUNCT ELECTRICAL COMPONENTS SERVING EXISTING TO BE REMOVED EQUIPMENT SHALL BE DEMOLISHED AND REMOVED TO POINT OF ORIGIN. DEMOLITION KEY NOTES: O EXISTING AIR COMPRESSOR CONTRACTOR. TO BE REMOVED BY PLUMBING NORTH PLUMBING FLOOR P�AN�� 1 CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com AR�y'�,,,, CHECKED: PDS 13/2019 E C) UMBER: 1614902 KELLEY NEEDHAM y C-19064 C� (p, Rn Date 03/31/21 �Q OF O a� }� Q Co — U U O O U E v ca a� m O O 00 0 O U �� (1) z CoC:zL_ 0co,0 o C: U c� O =3 m co Z o ti 00 AR�y'�,,,, CHECKED: PDS 13/2019 E OWESS/pNq UMBER: 1614902 KELLEY NEEDHAM y C-19064 Na 1135839 Exp. 3 31/20 (p, Rn Date 03/31/21 �Q OF CONSULTANT PocockDesignSolutions Inc. NO I DATE I BY I DESCRIPTION REVISIONS BW CHECKED: PDS 13/2019 E SCALE: 1/8"=1'-0" UMBER: 1614902 PLUMBING FLOOR PLAN J Q DRAWING P NUMBER: — z 2. 1 0 0 lui U) GENERAL NOTES 1. THIS CONTRACTOR SHALL SUPPLY POWER TO AND MAKE CONNECTION TO ALL MOTORS AND EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS AS SHOWN ON THE MECHANICAL AND PLUMBING DRAWINGS, INCLUDING ALL FRACTIONAL HORSEPOWER MOTORS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE MECHANICAL AND PLUMBING DRAWINGS FOR DUCTS, LINES AND EQUIPMENT. 2. THE CONTRACTOR SHALL SECURE AND PAY FOR PERMITS AND FEES NECESSARY FOR EXECUTION AND COMPLETION OF ELECTRICAL WORK, INCLUDING ALL CHARGES BY THE LOCAL GOVERNMENT AGENCIES AND THE UTILITY COMPANIES. 3. UNLESS OTHERWISE NOTED, MOUNTING HEIGHTS INDICATED ON ELECTRICAL OUTLETS ARE FROM FINISHED FLOOR TO CENTER OF OUTLETS. 4, EQUIPMENT ANCHORAGE THE SEISMIC ANCHORAGE OF MECHANICAL AND ELEGTRIGA EQUIPMENT SHALL CONFORM TO ASCE 1-05 CHAPTER 13 A& MODIFIED BY 2016 CBG SECTION 1613A/I614A. ANCHORAGE DETAILS FOR ROOF/FLOOR MOUNTED EQUIPMENT SHALL BE SHOWN ON PLAN. 5. SHUT DOWN OF EXISTING ELECTRICAL SYSTEMS SERVING THE REST OF THE FACILITY WILL NOT BE ALLOWED. 6. THIS CONTRACTOR SHALL COORDINATE ALL LINE AND LOW VOLTAGE COMPONENTS AND WIRING TYPES TO, MATCH EXISTING SYSTEMS, WITH THE BUILDING OWNER PRIOR TO BID AND INCLUDE ALL COSTS FORA COMPLETE OPERABLE SYSTEM EXPANSION. I. ALL EXPOSED CONDUIT SHALL BE PAINTED TO MATCH EXISTING FINISH. 8. THE NUMERAL(&) SHOWN AT TOP LIGHT FIXTURE IDENTIFICATION SYMBOL WHICH INDICATES NUMBER OF LIGHT FIXTURES REQUIRED SHALL NOT BE USED BY THE CONTRACTOR FOR HIS QUANTITY TAKE -OFF AT BIDDING OR FOR DETERMINATION OF HOW MANY FIXTURES WILL BE INSTALLED, THE CONTRACTOR SHALL INSTALL A LIGHT FIXTURE WHEREVER A FIXTURE OUTLET IS SHOWN ON DRAWINGS. 9. INSTALL RACEWAY SYSTEMS A& FOLLOWS: A. RIGID GALVANIZED STEEL IN ALL OUTDOOR LOCATIONS AND IN INDOOR LOCATIONS WHERE SUBJECT TO PHYSICAL DAMAGE. B. I.M.C. OR E.M.T. IN ALL INDOOR AREAS, C. FLEXIBLE METAL CONDUIT FOR FINAL CONNECTIONS TO LIGHT FIXTURES, MOTORS, VIBRATING ELECTRICAL EQUIPMENT AND HORIZONTAL RUNS IN WOOD STUD WALLS. D. USE COMPRESSION TYPE FITTINGS FOR ALL METALLIC CONDUIT. E 3/4" CONDUIT MINIMUM. 10, ALL NEW WIRING SHALL BE COPPER, 11. PROVIDE THE OWNER AND THIS ENGINEER WITH ONE SET OF ELECTRICAL "AS -BUILT&" AT THE COMPLETION OF JOB, 12. ALL OUTLET LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL ELEVATIONS PRIOR TO INSTALLATION. 13. EXACT LOCATION OF ALL CEILING MOUNTED DEVICES SHALL BE AS INDICATED ON THE ARCHITECTURAL REFLECTED CEILING PLANS. 14. ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH GOVERNING CODES. 15. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. 16. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF (1) YEAR - U.O.N.. 11. ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE, TO VERIFY ALL EXISTING CONDITIONS TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT, FIXTURES DEVICES, FEEDERS, ETC.. EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO BID DATE. CONTRACTORS SHALL IMMEDIATELY NOTIFY THIS ENGINEER OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT SHOWN ON THESE DRAWINGS. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED. I8. ALL EQUIPMENT ELECTRICAL CHARACTERISTICS, LOCATIONS, AND CONNECTION REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROUGH -IN WORK. 19, ALL POWER AND LIGHTING BRANCH CIRCUITS SHALL BE INSTALLED WITH A 1*12 GREEN GROUND WIRE U.O.N. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE 250 OF THE CALIFORNIA ELECTRICAL CODE (CEC). 20. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO DO ALL CORING, CUTTING, PATCHING AND REFINISHING OF WALLS AND SURFACES WHEREVER IT IS NECESSARY FOR HIM TO PENETRATE FOR HIS WORK. ALL OPENINGS MADE SHALL BE SEALED TO MEET THE RATED INTEGRITY OF THE PARTICULAR WALL, FLOOR OR CEILING. 21. THE CONTRACTOR SHALL STRATEGICALLY LOCATE JUNCTION BOXES AND PULL BOXE&BOXES, ETC., IN ACCESSIBLE CEILING SPACES, PROVIDE ACCESS PANELS WHERE JUNCTION/PULL BOXES ARE LOCATED IN INACCESSIBLE CEILING SPACES. COORDINATE LOCATION OF REQUIRED ACCESS PANELS PRIOR TO ROUGH -IN. 22. ALL WIRING AND ELECTRICAL EQUIPMENT INSTALLED FOR MECHANICAL AND PLUMBING EQUIPMENT SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND THE WIRING DIAGRAMS OF THE MECHANICAL AND PLUMBING DRAWINGS. 23. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBER SHALL BE CUT, DRILLED, NOR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER. 24. ALL WIRE/CONDUCTORS SHALL BE COPPER TYPE "THHN/THWN" 25. COMPLY WITH CITY OF NEWPORT BEACH AMENDMENTS TO 201ro GEC, USE RIGID METAL CONDUIT IN ALL AREAS EXPOSED TO WEATHER. USE GROUND WIRE INSIDE ALL FLEXIBLE METAL CONDUITS. METAL CONDUIT SHALL NOT BE INSTALLED IN CONTACT WITH EARTH. DEMOLITION NOTES I. ALL ELECTRICAL EQUIPMENT, OUTLETS, DEVICES, ETC., THAT ARE MARKED FOR DELETION SHALL BE REMOVED COMPLETELY, INCLUDING CONDUIT AND WIRES BACK TO THE LAST REMAINING FIXTURE, OUTLET, DEVICE, ETC. 2. WHERE EXISTING OUTLET/DEVICES TO REMAIN ARE FED BY OUTLETS BEING REMOVED BY WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL ROUTE NEW CONDUIT, WIRE, ETC., A& REQUIRED TO MAINTAIN THE SUBJECT OUTLETS IN OPERATION. 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER PRIOR TO REMOVAL OF EXISTING ELECTRICAL/LOW VOLTAGE EQUIPMENT AND TURN OVER REMOVED EQUIPMENT THAT THE OWNER REQUESTS, IN A& -FOUND CONDITION. EQUIPMENT THAT IS TO BE TURNED OVER SHALL BE BOXED AND TAGGED TO IDENTIFY THE SPECIFIC EQUIPMENT. 4. ALL EXISTING CONDUITS WITHIN PROJECT AREA FOR LIGHTING FIXTURES, RECEPTACLES, OTHER BRANCH CIRCUITS LOADS AND COMMUNICATIONS/SIGNAL SYSTEMS, WHETHER SHOWN ON PLANS OR NOT, SHALL BE A PART OF THIS CONTRACT. 5. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF ALL ELECTRICAL AND COMMUNICATION SYSTEMS, EQUIPMENT, ETC., REMAINING IN OPERATION. MAINTAINING CONTINUITY SHALL CONSIST OF RE-ROUTING CONDUIT, WIRE, ETC., AS REQUIRED TO MAINTAIN THE SUBJECT SERVICES IN OPERATION. 6. EXISTING CIRCUITS THAT ARE REMOVED AND NOT RE -USED SHALL BE IDENTIFIED ON THE PANEL SCHEDULE A& 'SPARE". I. REFER TO GENERAL NOTES, THIS SHEET, FOR ADDITIONAL REQUIREMENTS. REFERENCES & ABBREVIATIONS eDETAIL REFERENCE MCB MAIN CIRCUIT BREAKER ❑ KEYNOTE REFERENCE FLA FULL LOAD AMPS A. F. F. ABOVE FINISH FLOOR C. CONDUIT U. 0. N. UNLESS OTHERWISE NOTED V. VOLTS C. 0. CONDUIT ONLY W/PULL ROPE A AMPS WP WEATHER PROOF GFI GROUND FAULT INTERRUPTER CU. COPPER G N D GROUND M. L. 0. MAIN LUGS ONLY V. L. VERIFY LOCATION E or (E) EXISTING TO REMAIN A. C. ABOVE COUNTER E M . EMERGENCY N. L. NIGHT LIGHT ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITHI ALL APPLICABLE LAWS AND REGULATIONS, AND THE REQUIREMENTS OF THE CALIFORNIA CODE OF REGULATIONS (G.G.R.), TITLE 24, INCLUSIVE OF: 201(o CALIFORNIA ADMINISTRATIVE CODE (GAG), C.C.R. TITLE 24, PART 1 201(o CALIFORNIA BUILDING CODE (CBC), G.C.R. TITLE 24, PART 2, BASED ON 2015 INTERNATIONAL BUILDING CODE. 201(o CALIFORNIA ELECTRICAL CODE (CEG), G.C.R. TITLE 24, PART 3, BASED ON 2014 NATIONAL ELECTRICAL CODE (NEG). 201(o CALIFORNIA MECHANICAL CODE (CMG), G.C.R. TITLE 24, PART 4, BASED ON 2015 UNIFORM MECHANICAL CODE (UMC). 201(o CALIFORNIA PLUMBING CODE (CPC), C.C.R. TITLE 24, PART 5, BASED ON 2015 UNIFORM PLUMBING CODE (UPG). 201ro CALIFORNIA ENERGY CODE, C.C.R. TITLE 24, PART (0. 201(o CALIFORNIA FIRE CODE (CFC), C.G.R. TITLE 24, PART 9, BASED ON 2015 INTERNATIONAL FIRE CODE, 201(o CALIFORNIA EXISTING BUILDING CODE, C.G.R. TITLE 24, PART 10, BASED ON 2015 INTERNATIONAL EXISTING BUILDING CODE. 201(o CALIFORNIA REFERENCED STANDARDS CODE, G.C.R. TITLE 24, PART 12. SYMBOL LIST CONDUIT RUN, CONCEALED IN CEILING, WALLS OR UNDER FLOOR 3/4" MIN. O JUNCTION BOX. C -CEILING MOUNT. CONDUIT RUN, UNDERGROUND. O NOTE IDENTIFICATION SYMBOL. NUMBER INDICATES NOTE. - - 0-10V DIMMING WIRE. 1/2"C MINIMUM ] CONDUIT STUBBED OUT AND CAPPED. PULL LINE IN PLACE. FLEXIBLE CONDUIT. SEALTITE WHERE EXPOSED TO WEATHER. REFER TO SPECIFICATIONS FOR USE, CONDUIT TURNED DOWN. 0 CONDUIT TURNED UP. �0 CROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF 012 WIRES CONTAINED THEREIN. TWO #12 ARE INDICATED WHEN CROSS LINES ARE NOT SHOWN. NUMERALS ADJACENT TO CROSS LINES ON CONDUIT RUNS INDICATE SIZE OF CONDUCTORS IN LIEU OF 012. 5-1,3W]CONDUIT HOME RUN TO PANELBOARD. LETTER AND NUMERALS INDICATES IIIu 41 ELECTRICAL PANEL AND CIRCUIT NUMBER. BRANCH CIRCUIT PANEL, MOUNTING AS SHOWN ON SCHEDULES. MOLDED CASE CIRCUIT BREAKER (SINGLE LINE DIAGRAM). +I- GROUND. (E) EXISTING EQUIPMENT TO REMAIN IN OPERATION. (N) NEW EQUIPMENT. (R) EXISTING EQUIPMENT TO DISCONNECTED AND REMOVED. (RR) EXISTING EQUIPMENT TO REMOVED AND RELOCATED. (EN) EXISTING EQUIPMENT IN NEW LOCATION. AT CIRCUIT BREAKER AMPERE TRIP RATING (SINGLE LINE DIAGRAM). C.O. CONDUIT ONLY. 1X4 LED LIGHT FIXTURE. SHADING INDICATES FIXTURE TO BE PROVIDED WITH INTEGRAL eO MINUTE EMERGENCY BATTERY PACK. ® EXIT SIGN WITH INTEGRAL 90 MINUTE BATTERY PACK. LIGHTING FIXTURE IDENTIFICATION SYMBOL. LETTER INDICATES TYPE OF 3 FIXTURE. NUMERAL AT TOP OF HEXAGON INDICATES NUMBER OF FIXTURES O REQUIRED. NUMBER AT BOTTOM OF HEXAGON INDICATES MOUNTING HEIGHT FROM FLOOR TO BOTTOM OF FIXTURE. OMMISSION OF MOUNTING HEIGHT +20'-0° INDICATES CEILING MOUNTING. DUPLEX RECEPTACLE, FLUSH IN WALL, GROUNDING TYPE (20 AMP, 120V., WALL PLATE TO MATCH DEVICE) MTD. AT +15" MAX TO BOTTOM OF BOX, DATA OUTLET CONSISTING OF ONE EXTRA DEEP 4 11116" SQUARE OUTLET BOX WITH (2) < 2/0 1" CONDUIT STUB -UP INTO THE ACCESSIBLE CEILING. MOUNTED AT +10" A.F.F.-U.O.N. FIRST NUMERAL ADJACENT TO OUTLET INDICATES QUANTITY OF "CAT (o" CABLE DROPS TO BE PROVIDED AND TERMINATED ON RJ45 CONNECTORS, SECOND NUMERAL INDICATES QUANTITY OF BLANK POSITIONS TO BE PROVIDED ON THE WALL PLATE. QUANTITY OF "RJ45" CONNECTORS TO BE PROVIDED SHALL MATCH THE QUANTITY OF CABLES. INSTALLATION OF CABLES AND CONNECTORS SHALL BE IN COMPLIANCE WITH THE CITY/POLICE DEPARTMENT I.T. DEPARTMENT. ROUTE CABLES FROM THE OUTLETS TO THE IDF/MDF. SURFACE OR PENDANT MOUNTED STRIP LED LIGHT FIXTURES, SHADING INDICATES FIXTURE TO BE PROVIDED WITH INTEGRAL EMERGENCY BATTERY PACK. F@ WALL MOUNTED SPEAKER IDENTIFICATION SYMBOL. FD 0-10V, WALL MOUNTED DIMMER. LETTER INDICATES SWITCH LEG CONTROLLED BY DIMMER, DIMMER SHALL BE SENSOR- SWITCH MODEL# &PODMRD-COLOR SELECTED BY THE ARCHITECT. L f GST f G F f XTL�FRE SCHE E:) UL E TYPE M,4NUFAG;TURER G,4TALOG# LAMP QTY. 4 TYPE WATTAGE VOLTS REM,4R<6 CD�o LO N6/30/20 9 LITHONIA LIGHTING 2BW LED 29 MVOLT SURFACE 1'X4' LED LIGHT FIXTURE. FIXTURE SHALL BE PROVIDED WITH ® °BLTX4-30L-SDSM-MVOLT-EZI-LP840- NI00-EL14L 3,4-11 LUMENS 119 LPW 4000K INTEGRAL 0-10V. LED DIMMING DRIVER. FIXTURE TO BE PROVIDED WITH INTEGRAL 90 MINUTE EMERGENCY BATTERY OR APPROVED EQUAL U PACK WHERE SHADED ON PLAN. FINELITE 5-1 W LED 5Z 120 WALL MOUNTED LINEAR LED FIXTURE WITH ASYMMETRICAL ® "HP-4WMD-8-H-840-F-120-MB-FE-SG OR APPROVED EQUAL 2214 LUMENS 3500K 35 0< DISTRIBUTION AND INTEGRAL 0-10V DIMMING DRIVER U O .2 00� HALO 142 LED 14.2 2ZZ LED UNDER CABINET LIGHT FIXTURE WITH USB PORT. "HU305SC36P 544 LUMENS jC W Q OOR APPROVED EQUAL 3000K a) Z CO CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com CONSULTANT A&F ENGINEERING GRO UP, INC. 9320 BASELINE RD., SUITE C, RANCHO CUCAMONGA, CA 91701 TEL (909) 941-3008 FAX: (909) 941-8211 NO DATE �BY� DESCRIPTION ® REVISIONS DRAWN: D.A. QRCFESS/O� DATE: 11/13/2019 O - �:,A v o tm KELLEY NEEDHAM CD�o LO N6/30/20 9 C-19064 cn Fen.5m 03/31/21 �Q O ATF OF CA��F O� U U U U O .2 00� L Q O � jC W Q U a) Z CO c:Z sz 0 Cu , O M -a c: U O �M W a.0 � n ' VJ Z O r*-_ 00 CONSULTANT A&F ENGINEERING GRO UP, INC. 9320 BASELINE RD., SUITE C, RANCHO CUCAMONGA, CA 91701 TEL (909) 941-3008 FAX: (909) 941-8211 NO DATE �BY� DESCRIPTION ® REVISIONS DRAWN: D.A. QRCFESS/O� DATE: 11/13/2019 SCALE: - �:,A v o tm KELLEY NEEDHAM CD�o LO N6/30/20 9 C-19064 cn Fen.5m 03/31/21 �Q of CAS-\� ATF OF CA��F CONSULTANT A&F ENGINEERING GRO UP, INC. 9320 BASELINE RD., SUITE C, RANCHO CUCAMONGA, CA 91701 TEL (909) 941-3008 FAX: (909) 941-8211 NO DATE �BY� DESCRIPTION ® REVISIONS DRAWN: D.A. CHECKED: R.E.S. DATE: 11/13/2019 SCALE: PROJECT NUMBER: 1614902 GENERAL NOTES, SYMBOL LIST, & FIXTURE SCHEDULE J Q DRAWING E-0. 1NUMB:z ccno0 0 Lu cn STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E ICreated 7/I3I , CALIFORNIA ENERGY COMMISS10N CERTIFICATE CIF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements int 14 10.9.14 30 01§ 30.11§ X10.6, and §1A1.0(bj1 for indoor lighting scopes using the prescriptive path. Project Name: Newport Beach Police Departrnent Report Page: Page 1 of 6 Project Address: 970 Santa Barbara Dr, 113zte Prepared: 11/13/2019 :A. GENERAL INFORMATION Table Instructions: Include any lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in §-140.6 or 141.0 b2 for alterations. WARNING. Changing the Calculation Method in this table will result In the deletion of data previously input. If you need to change the calculation method, please open a new form or use "Save As". Scope of Work Conditioned Spaces Unconditioned Spaces 01 02 03 04 01 Projcc. Location (city) Newport Beach 04 Total Conditioned Floor Area (W) 424 02 Ciirnate Zone 6 05 IotaI LlncondFtioned Floor Area (ft2) 0 03 loccupancy Types Within Praject (select all that apply): 06 0 of Stories (Habitable Above Grade) 1 0 ❑ Office ❑ Retail ❑ Warehouse Parking Garage ❑ High -Rise Residential ❑ Relocatable ❑ 0 Hotel/Motel ❑ School Other (write in): C Support ,Areas B. PROJECT SCOPE W Table Instructions: Include any lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in §-140.6 or 141.0 b2 for alterations. WARNING. Changing the Calculation Method in this table will result In the deletion of data previously input. If you need to change the calculation method, please open a new form or use "Save As". Scope of Work Conditioned Spaces Unconditioned Spaces 01 02 03 04 05 My Project Consists of (check all that apply): Calculation Method Area (fez) Calculation Method Area (ft') ❑ New Lighting System Area Category 424 Area Category 0 03 ❑ Altered Lighting System = Total Area of Work (ft2)1 424 0 C. COMPLIANCE RESULTS Table Instructions: if any cell an this table says "DUES NDrCOMPI' Y" or "COMPUES with ,Exceptional Conditions" refer to -`able D. for guidance_ Lighting in conditioned and unconditioned 5poce5 Mu5f not becombinedfor compliance per 14 6 b 1 Allowed Lighting Power per §140.6(b) (Watts) > Actual Lighting Power per §140.611a. (watts) Compliance Results 01 02 03 04 = 05 06 07 1 08 = 09 10 Complete Building §140-6(01 Area Category §140.6(02 Area Category Footnotes §140.15 12G Tailored §14.0.6103 Tata f Allowed (Waits) Total Designed (Watts) Adjustments Total Actual (watts) *Includes Adjustments 05 Must bea09 140.6 Portable Lighting 140-f5 a I PAF Control Credits §140.6(a)2 N 57 LED ❑ [] N (-) (-) (See Table i} (See Table I) (See Table K) (See Table L) (See Table F) (See Table J) (See Table R) Conditioned: 2 347 28.4 ❑ ❑ - 347 le 346,4 Vestibule Corridor/Restroom/support = 346.4 COMPLIES Unconditioned; ❑ N/A N/A ❑ - } 'INQTFS; Controls with a " require a note in the Space below explaining how compliance is achieved. EX: Conference 1: P&naryfSkylight Daylighting: Exempt because less than 120 watts of general lighting; EXCEPTION 1 to §1.30.3 d Z co 13 _ I J Pia n sheet $howlog DayIit Zones; Controls Compliance (See Table H for Details) COMPLIES Rated Power Reduction Compliance (See Table S for Details) Not Applicable CA Building Energy Efficiency Standards - 2015 Nan residential Compliance: http://www.energy.ca.gau/title24/2016starida rd July 20 STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E (Created 7118) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLEANCE NRCC-LTI-E Project Name: Newport Beach Police Department lReport Page: Page 4 of 6 Project Address: 870 Santa Barbara Dr, Date Prepared: 17./13/2015 M. ADDITIONAL LIGHTING ALLOWANCE. TAILORED SPECIAL FUNCTION AREAS Fhis Section Does Not Apply N. ADDITIONAL LIGHTIING ALLOWANCE: TAILOREII3 WALL DISPLAY This Section Does Not Apply 10. ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR AND TASK LIGHTING This 5e cticrr Does Not Apply P. ADDITIONAL LIGHTING ALLOWANCE: TAILORED ORNAMEJNTAL#SPECIAL EFFECTS This Section- Does Not Apply Q. ADDIT10NAL LIGHTING ALLCIWANCE: TAILORED VERY VALUABIE MERCHANDISE This Section Does ftt Apply R. POWER ADJU5TMENT, LIGHTING CONTROL CREDIT (PAF) This Section Does Not Apply 5. RATED POWER REDUCTION COMPLIANCE BY SPACE This Section foes Not Apply CA I3ualding Energy Efficiency Standards - 2015 Nonresidential Compliance: http://www.energy.ca.gov/title24/20l6stancfards STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E (Created 7118) CALIFORNIA ENERGYCOM PR�551ON CERTIFICATE OF COMPLIANCE NRCC-LTi- Project Name: !Newport Beach Police Department lReport page: Page 2 of Project Address: 870 Santa Barbara Dr, Date Prepared: 11/13/202 ID, EXCEPTIONAL CONDITIONS F6 This table r3 auto filled with a0edrtable comments because of selections made or data entered in tobles throoyhoui the form. No exceptional conditions apply to this project. ADDITIONAL REMARKS ki rhis table includes remarks made by the permit applicant to the Authority Noving Jurisdiction. F. INDOOR LIGHTING FIXTURE SCHEDULE 101 17uble instructions: include all permanent designed fighting and all portable lighting in offices. 01 02 03 04 05 06 07 08 09 Name or Item lag Complete Luminaire Descritatfon Specialized Luminaire Types Watts per luminaires How wattage is determined i'otal number luminaires Exempt per §140.6(a)3 Design Watts Field Inspector frack Portable Pass Fail A 29 LED ❑ 29 NA8 Default 9 ❑ 261 ❑ Li B 57 LED ❑ [] 57 Mfr. Spec' 1 ❑ 57 ❑ ❑ C 14.2 LED ❑ ❑ 14.2 NA8 Default 2 ❑ 28.4 ❑ ❑ Total Designed Watts CONDMONED SPACES- 346.4 Li 'NOTES. Authority Having Jurisdictions may ask far Luminaire cut sheets to confirm wattage used far compliance per §130.0(c) Wattage used must be the maximum rated for the luminaire, not the lamp. G. TRACK LIGHTING This Section Does Not Apply H. INDOOR LIGHTING CONTROLS (Not Including PAFs) 05 06 47 Table Insfructiens: Please include lighting controls for conditioned and unconditioned paces in this fable. When an option having a' is selected, the notes section of this table must be completed. The lighting controls section of the Compliance Summary Table an the first page will show "DOES NOT COMPLY" if the notes are left blank. Building Level Controls Form/Title 09 01 02 03 Mandatory Demand Response §130.1W Shut-off Controls 130.1 c) Field Jnspector Pass Fail Required n 10,000 SF whale Building: Automatic Time Switch (0- [] Area Level Controls Interlocked sy5terms §14MIa)1 Field lnspettor Pass Table Continued CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance; http;//www.energy.ca.gov/title24/2016standards STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E ICreated 7/18) CERTIFICATE OF COMPLIANCE Project Name: Newport Beach Police Department lReport Page: Project Address: 870 Santa Barbara Dr, jDate Prepared: STATE OF CALIFORNIA Indoor Lighting NRCC-LTI-E ICreated 7/181 CALIFORNIA ENERGY COMN}iSVON CERTIFICATE ar- COMPLIANCE NRCC-LTI-E Project Name: Newport Beach Police Department Report Page: Page 3 of 6 Project Address: 870 Santa Barbara Dr, 10ate Prepared: 11/13/2019 04 05 06 47 YES 08 Form/Title 09 in 11 12 ❑ Area description Complete Building or Area Category Primary Function Area Area controls i3d�i{aj Multi -Level Controls i _i ❑ Shut -Off Controls §13a.11ci (0- PrimaryjSky#it Dayiighting 13 .1 Secondary Daylfghtimng UNtiSM. Interlocked sy5terms §14MIa)1 Field lnspettor Pass Fail Range Master Office Office {= 250 sgft Manual ON/OFF Dimmer Oct Sensor ❑ N/A N/A ❑ ❑ U ❑ Armory & Storage Police/Fire Station Manual ON/OFF Dimmer 11 ❑cc Sensor N/A N/A ❑ Li Li Vestibule Corridor/Restroom/support Manual ON/OFF Dimmer NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for Occ Sensor ❑ N/A N/A ❑ ❑ ❑ 'INQTFS; Controls with a " require a note in the Space below explaining how compliance is achieved. EX: Conference 1: P&naryfSkylight Daylighting: Exempt because less than 120 watts of general lighting; EXCEPTION 1 to §1.30.3 d Z co 13 M Pia n sheet $howlog DayIit Zones; O �M W I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS Table Instructions: Complete the table for each area complying using the Complete RuRdi.ng or Area Category Methods per 140.6 b . Indicate if additional fighting power allowances per §140.6 c , or adjustments per140.5[aJ are being used. Conditioned Spaces n ' 01 02 03 VJ 04 05 06 Area Description Complete Building or Area Category Primary Function Area Allowed Density (1Nfft2) Area (ft2) Allowed Wattage (Watts) Additional Allowances / Adjustments Footnotes PAF Partabte Ltg Office <= 250 sgft Office (c= 250 square feet) 1 95 95 ❑ ❑ ❑ Corridor, Restroom, Support Corridor, Restrm, Stair, Support 0.6 147 88.2 ❑ ❑ ❑ Police/Fire Station Low 13ay Coram/ lndustrial 0.9 1182 j 163.8 1 ❑ ❑ ❑ TOTAL -1 424 1 347 1 See Tables J, K, R for detail J. POWER ADJUSTMENT: PORTABLE UGHTIfNG IN OFFICES This Section Does Not Apply K. ADDITIONAL LIGHTING ALLOWANCE: AREA CATEGORY METHOD FOOTNOTES This Section Does Not Apply L. TAILORED METHOD GENERAL LIIGHTiNG POWER ALLOWANCE This Section Does Not Apply July 2018 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance; http;//www.energy.ca.gov/title24/2016standards July 2018 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION NRCC-LTI-E ICreated 7/181 NRCC-LTI-E CERTIFICATE OF COMPLIANCE Page 5 of 5 Project Name: Newport Beach Police Department lReport Page: 11/13/2019 Project Address: 870 Santa Barbara Dr, JDate Prepare T. DECLARATION OF REQUIRED CERTIFICATE5 Of INSTALLATION 0 Table lostructions: Selections have been mode based on inform-ati0o provided in previous tables of this docamenf. if arty selection rieed5 to be changed, please exploin why in Table F..Additlonsol Remarks. These documents most be provided ro rhe building inspecror during constru"ion and eon be found online Qr rinp:I n r . a. v -2,015 Ii i E- -2 1 -0 n d r+rr [(Vr r YES NO Form/Title Field Inspector Pass Fail NRCA-LTI-07-A - Must be submitted for occupancy sensors and auwmatic time switch controls. ❑ ❑ (6- (- NRCI-LTI-01-E - Must be submitted for all buildings ❑ ❑ (0- C, NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management CantroJ System (EMCs), to be ❑ ❑ i' ( recognized for compliance. ❑ E] C NRCI-LTI-03-E - Must be submitted for a line -voltage track lighting integral current limiter, or for a supplementary overcurrent ❑ ❑ protection panel used to enerpe only line -voltage track lighting, to be recognized for compfiance. U ( NRCI-LTI-44-E - Must be submitted for two interlocked systems serving an auditnriurn, a convention center, a conference Il 11 room, a multipurpose room, or a theater to he recognfzed for cornpliante. C NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. 0 El S NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for ❑ ❑ CD compliance. C:Z U. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE id Table Instructions: Selections have been made based an information provided in previous tables of this document. if any selection needs to be chonged, please explain why In Toble E. Addi'tionol remarks. These documents must be provided to the building inspector during construction and must be completer) through an Acceptance Test Technician Certification Provider (A7 TCP). For more information visit: http,://www,engrgy. cp.aaY[tit1e241attcalarayiders,htm1 YES NO ForrnM le Field inspector Pass Fail I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. NRCA-LTI-07-A - Must be submitted for occupancy sensors and auwmatic time switch controls. ❑ ❑ C~ (a NIRCA-LTI-03-A - Must be submitted for automatic daylight controls. ❑ ❑ (0- C, NRCA-LTI-04-A - MuSt he submitted for demand responsive lighting controls, ❑ El i' ( NRCA-LTI-05-A - Must be submitted for institutional tuning power adjustment factor (PA;")- ❑ E] July 2018 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ra.gov/title24/2016standards CALIFORNIA ENERGY COMMISSION IIkiii NRCC-LTi- Page 6 of DOCUMENTATION AUTHOR'S DECLARATION STATEMENT Documentation Author dame: Luis E. Flores Docurnentation Author Signature: Company: A&F Engineering Group, Inc. Signature Date: 11/13/2019 Address: 93217 Baseline Rd. Suite C CEA/ HERS Certification Identification (if applicable); city/state/zip: Rancho Cucamonga, CA 91701 Phone: (909)541-3008 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3. The energy features and performance specifications, materials, Components, and manufactured devices for the belilding design Ur system design identified on this Certificate of Compliaoce conform to the requirements of Title 24, Part i and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy -of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. l understand that a completed signed copy of this Certificate of Compliance is required to be included with the docmmenta'tinn the (Milder provides t0 the building owner at Occupancy. Responsible Designer Name: Rolando E. Sotelo Responsible Designer Signature: Company: A&F Engineering Group, Inc. Date Signed: 11/13/2019 Address: 9320 Baseline Rd. Suite C License: E17229 City/Stake/Zip: Rancho Cucamonga, CA 91701 Phone: (909)941-3008 July 2018 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance; http;//www.energy.ca.gov/title2412016standards July 'il_ CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com ARcyI QROF ESs/0� DATE: 11/13/2019 C) - �:,A v o �o tGrrnn KELLEY NEEDHAM N6/30/20 9 C-19064 o Ra Dale 03/31121 �Q O F of cA` �F o ,,.. U U U .2 O a� 0 JC: C 3: U CD CO C:Z W co , O M O �M W n ' VJ Z o M� W ARcyI QROF ESs/0� DATE: 11/13/2019 E. - �:,A v o �o tGrrnn KELLEY NEEDHAM N6/30/20 9 C-19064 o Ra Dale 03/31121 �Q pF CAS\ F F of cA` �F o ,,.. CONSULTANT A&F ENGINEERING GROUP, INC. 9320 BASELINE RD., SUITE C, RANCHO CUCAMONGA, CA 91701 TEL (909) 941-3008 FAX (909) 941-8211 DRAWN: D.A. CHECKED: R.E.S. DATE: 11/13/2019 SCALE: PROJECT NUMBER: 1614902 TITLE 24 COMPLIANCE FORMS J Q DRAWING NUMBER: E-0.2Wco 0 0 LU Cn POWER DEMOLITION PLAN r— SA 4(031 r L_J I I � -------, r ---------n r ------- I L_________J L --------- J (R ) (R) (R) I A-4 A-4 A-4 I I , I (R SS�O ®YF (E) I I I L_ (R) II II (R) II II Cx-31 u u Cs -31 II II II II II II I II II II II u u u II u u u II u u u n u u u n u u u u LJ L_J (R) li it (R) li it Cx-31 u u Cs -31 II II u u u II u u u II i 38 u u u II II II II II II II II L_J II LJ (R) li it (R) li it Cx-31 u u Cs -31 II II II II II II II II II II II II II II II II II II u u u n II II II II II II II II LJ L=J PROJECT TRUE PROJECT TRUE PROJECT TRUE NORTH NORTH NORTH NORTH NORTH NORTH N N N 1/4"= 1,-o', 1 1 1 LIGHTING DEMOLITION PLAN 1/4"=1'-o° 2 SIGNAL DEMOLITION PLAN 1/4" = 1'-0" 3 O REFER TO GENERAL NOTES AND DEMOLITION NOTES, DRAWING E-0.1, FOR ADDITIONAL REQUIREMENTS. ODISCONNECT AND REMOVE EXISTING RECEPTACLE AND WALL PLATE ONLY. EXISTING BACK—BOX AND EXISTING CONDUCTORS TO BE RE—USED FOR THE INSTALLATION OFA NEW RECEPTACLE AND WALL PLATE. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. ODISCONNECT AND REMOVE EXISTING COMPRESSOR ONLY. EXISTING CONDUIT AND EXISTING CONDUCTORS TO BE RE—USED FOR THE INSTALLATION OF A NEW COMPRESSOR. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. ODISCONNECT AND REMOVE EXISTING COMPRESSOR DISCONNECT SWITCH ONLY. EXISTING CONDUIT AND EXISTING CONDUCTORS TO BE RE—USED FOR THE INSTALLATION OF A NEW DISCONNECT SWITCH. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. ODISCONNECT AND REMOVE EXISTING LIGHT SWITCH AND WALL PLATE ONLY. EXISTING BACK—BOX AND EXISTING CONDUCTORS TO BE RE—USED FOR THE INSTALLATION OF A NEW LIGHT SWITCH AND WALL PLATE. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. ODISCONNECT AND REMOVE EXISTING WALL MOUNTED SPEAKER ONLY. EXISTING BACK—BOX AND EXISTING CONDUCTORS TO BE RE—USED FOR THE RE—INSTALLATION OF THE EXISTING WALL MOUNTED SPEAKER UPON COMPLETION OF THE REMODEL WORK. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. ODISCONNECT AND REMOVE EXISTING DATA OUTLET AND WALL PLATE ONLY. EXISTING BACK—BOX AND EXISTING GABLES TO BE RE—USED FOR THE INSTALLATION OF A NEW DATA OUTLET AND WALL PLATE. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. OEXISTING JUNCTION BOX. REMOVE EXISTING WALL PLATE ONLY. EXISTING JUNCTION BOX TO BE RE—USED FOR THE INSTALLATION OF A NEW DATA OUTLET, DATA CABLES AND WALL PLATE. REFER TO REMODEL PLAN, DRAWING E-2.1, FOR ADDITIONAL REQUIREMENTS. O9 ALL CIRCUITS SERVING THE REMODEL AREA, WHETHER IDENTIFIED ON PLAN OR NOT, SHALL BE TRACED AND IDENTIFIED PRIOR TO START OF THE DEMOLITION PHASE. CIRCUITS AFFECTED BY THE REMODEL THAT SERVE AREAS OF THE BUILDING THAT ARE NOT A PART OF THE REMODEL SHALL BE MAINTAINED IN OPERATION DURING THE CONSTRUCTION PHASE. INTERRUPTION OF SERVICE WILL NOT BE ALLOWED. CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com I ARCy QRpFESS/O� 13/2019 C) v � �o to m KELLEY NEEDHAM N6/30/20 9 C-19064 cn Rm Dale 03/31121 �Q O 9TH. OF CA`\F p� O� U U U .2 00� L Q O jC W Q W U �� a) z COc:zsz 0 Cu , O M O �I U) Z o r*-_ 00 I ARCy QRpFESS/O� 13/2019 E. So �F v � �o to m KELLEY NEEDHAM N6/30/20 9 C-19064 cn Rm Dale 03/31121 �Q OF cA\_\� 9TH. OF CA`\F p� CONSULTANT A&F ENGINEERING GROUP, INC. 9320 BASELINE RD., SUITE C, RANCHO CUCAMONGA, CA 91701 TEL• (909) 941-3008 FAX: (909) 941-8211 A. F CHECKED: R.E.S. 13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 DEMOLITION PLANS J Q DRAWING E-1.1 `° z NUMBER: 0 0 Lu cn I PANEL "61" - �E) PROJECT TRUE PROJECT TRUE NORTH NORTH NORTH NORTH N N PROJECT TRUE NORTH NORTH N REMODEL POWER PLAN 1 1/4" -o" 1 1 1 REMODEL LIGHTING PLAN 1/4"=l' -O" 2 REMODEL SIGNAL PLAN 1/4"=1'-0" 3 Fol EXISTING PANEL "A" VOLTAGE: 480/277V -4 -WIRE LOCATION: ELEC. ROOM RpFESS/O Qk9 MA INBREAKER: M.L.O. BUS SIZE COPPER: 225A. MAIN BREAKER: M.L.O. BUS SEE COPPER : 225A. SCA: MOUNT: ENTRY: SCA: MOUNT: ENTRY: 14 KAIC SURFACE DESCRIPTION CKT BKR P LTS REC MSC MTR A -VA B -VA C -VA AMPS GARAGE LIGHTING 1 20 1 14 2800 SPARE 3 20 BRIEFING RM LIGHTING 3 20 1 12 2000 2400 REFRIGERATOR 7 20 1 1 9 RM. 10, 12,13,14 LIGHTS 5 20 1 28 1356 20 SMALL RM BRIEFING LIGHTING 7 20 1 11 5 1000 PROPERTY LIGHTING 9 20 1 9 1800 15 20 PROPERTY LIGHTING 11 20 1 10 1 1700 1000 JAIL PANTRY LIGHTING 13 20 1 17 2000 1000 RECEPTACLES 19 20 1 5 UNDER CABINET LIGHTS RM.45 15 20 1 8 1 120 500 2800 900 1000 SPARE 17 20 1 RECEPTACLES 23 20 1 2 RECEPTACLES 25 20 1 1 1 SPARE 19 20 1 33 20 1 4 16 SPARE 21 20 1 DRINK FOUNT, ARMORY RECPT/LT 31 20 1 SPARE 23 20 1 100 SPARE 33 SPACE 37 ELEVATOR 25 50 3 1 7000 7000 2300 4444 726 5170 43 W/CKT. 25 27 --- --- RECEPT TV 35 15 1 W/CKT. 25 29 --- --- 180 7000 SPACE 41 SPARE 31 20 1 SUBTOTAL VOLT/AMPS: 6850 5520 5870 LIGHTS SPARE 33 20 1 1500 11090 REC-MAINT, LOUNGE, GYM, TARGET 2 2880 4 ARMORY COMPRESSOR 35 50 11 1 1 3 720 2250 20 SUB TOTAL VOLT/AMPS: 13800 11320 12936 RECEPTACLES MENS LOCKER LIGHTING 2 20 1 15 2800 1 RECEPTACLES 12 20 1 1 500 WOMENS LOCKER/RANGE OFFICE AND CONTROL ROOM 4 20 1 15 2200 1744 1 500 L 500 ARMORY LIGHTING 6 20 1 13 1700 500 LUNCH RM LIGHTING 8 20 1 9 VENDING MACHINE GENERAL LIGHTING 10 20 1 12 L=0 2000 W/CKT. 22 24 --- --- 500 GYM LIGHTING 12 20 1 15 3000 28 GYM OFFICE LIGHTING 14 20 1 13 2800 5 1000 CORR. LIGHTING 16 20 1 17 1 1400 34 20 CORR. LIGHTING 18 20 1 15 1400 W/CKT. 28 32 --- --- HEATER 20 30 3 1 5000 SPACE 38 SPACE W/CKT. 28 22 --- --- 1600 5000 SPACE 142 CONNECTED: 25% OF MTR: 25% OF LCL: CALCULATED: W/CKT. 28 24 --- --- 5000 5120 11970 575 12545 105 PARKING LIGHTING 26 20 3 1 3200 9070 375 9445 79 W/CKT. 26 28 --- --- SUB TOTAL VOLT/AMPS: PANEL SUBTOTAL VOLT/AMPS: TOTAL LCL/PHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 115.30 AVERAGEAMPS 3040 14070 0 14070 117 1450 3920 15010 0 15010 125 W/CKT. 26 30 --- --- 1300 AIR 32 15 3 1 2000 W/CKT. 32 34 --- --- 2000 2000 W/CKT. 32 36 --- --- CONNECTED: 82450 VA 25% OF MTR: VA 25% OF LCL: 8305 VA CALCULATED: 90755 VA SUB TOTAL VOLT/AMPS: PANEL SUBTOTAL VOLT/AMPS: TOTALLCL/PHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 109.16 AVERAGEAMPS 16400 30200 3650 33850 122 13594 24914 2366 27280 98 14400 27336 2289 29625 107 * = INDICATES EXISTING LOAD TO REMAIN. ❑ = NEW TO MATCH EXISTING IN MANUFACTURER O = INDICATES UPDATED LOAD ON EXISTING CIRCUIT. EXISTING PANEL "L" VOLTAGE: 208/12OV-4-WIRE LOCATION: ELEC. ROOM RpFESS/O Qk9 MA INBREAKER: M.L.O. BUS SIZE COPPER: 225A. O SCA: MOUNT: ENTRY: 22 KAIC SURFACE DESCRIPTION CKT BKR P LTS REC MSC MTR A -VA B -VA C -VA AMPS LIGHTS 1 20 1 5 800 W/CKT. 1 3 --- SPARE 3 20 1 5470 850 1000 W/CKT. 7 9 GARBAGE DISPOSER 5 20 1 1 850 REFRIGERATOR 7 20 1 1 9 RECEPTACLES 9 20 1 5 1000 900 AGITATORS RECEPTACLES 11 20 1 3 540 VENDING MACHINE 13 20 1 1 VENDING MACHINE 15 20 1 1 900 1000 2144 VENDING MACHINE 17 20 1 1 1000 RECEPTACLES 19 20 1 5 --- RECEPTACLES 21 20 1 5 500 2800 900 1000 680 2800 RECEPTACLES 23 20 1 2 RECEPTACLES 25 20 1 1 1 RECEPTACLES 27 20 1 1 RANGE 29 40 2 1 W/CKT. 29 31 --- --- RECEPTACLES 33 20 1 4 16 720 DRINK FOUNT, ARMORY RECPT/LT 31 20 1 SPARE 35 20 1 100 SPARE 33 SPACE 37 1 SPACE 39 2300 4444 726 5170 43 1320 3644 276 3920 33 RECEPT TV 35 15 1 180 REC. WP PARKING 37 20 1 1 1 1 SPACE 41 SIGNS 39 120 11 1 1 1700 SUBTOTAL VOLT/AMPS: 6850 5520 5870 LIGHTS 2 30 1 2 1500 11090 REC-MAINT, LOUNGE, GYM, TARGET 2 LIGHTS 4 30 1 3 720 2250 20 LIGHTS 6 30 1 2 1500 RECEPTACLES 8 20 1 4 1080 RECEPTACLES 10 20 1 3 500 540 1 RECEPTACLES 12 20 1 1 500 VENDING MACHINE 14 20 2 1 W/CKT. 14 16 --- --- 1 500 L 500 --- VENDING MACHINE 18 20 2 1 1 1 1 500 W/CKT. 18 20 --- --- VENDING MACHINE 22 20 2 1 900 L=0 RECEIPT GYM 22 W/CKT. 22 24 --- --- 500 RECEPTACLES 26 20 1 5 RECEPTACLES 28 20 1 5 1000 L 900 CONTROL 30 20 1 1 200 DRINKING FOUNTAIN 32 20 1 1 1 SPARE 34 20 1 1100 W/CKT. 28 32 --- --- 1100 SPARE 36 20 1 SPACE 38 SPACE 40 W/CKT. 34 36 --- --- SPACE 142 CONNECTED: 25% OF MTR: 25% OF LCL: CALCULATED: 31250 VA VA 1513 VA 32762.5 VA SUB TOTAL VOLT/AMPS: PANEL SUB TOTAL VOLT/AMPS: TOTAL LCL/PHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 90.94 AVERAGEAMPS 5120 11970 575 12545 105 4690 10210 563 10773 90 3200 9070 375 9445 79 * = INDICATES EXISTING LOAD TO REMAIN. :3 EXISTING PANEL "G" VOLTAGE: 208/12OV-4-WIRE LOCATION: ELEC. ROOM RpFESS/O Qk9 MAIN BREAKER: M.L.O. BUS SIZE COPPER: 225A. O SCA: MOUNT: ENTRY: 22 KAIC SURFACE DESCRIPTION CKT BKR P LTS REC MSC MTR A -VA B -VA C -VA AMPS RANGE PANEL "G1" 1 50 3 20 5170 1104 W/CKT. 1 3 --- --- 20 3520 3920 5470 W/CKT. 1 5 --- --- TEL EQUIP RM 47 PANEL "G1" 7 50 3 W/CKT. 7 9 --- --- TARGET TRACK 9 2960 1 W/CKT. 7 11 --- --- 1 500 3520 SPARE 13 20 1 720 AGITATORS RECEIPT. STOL., ELEV. PIT, COR 15 20 1 L 720 720 RECEPTACLES 17 20 1 RECPT WEIGHT ROOM 17 20 1 300 SPARE 19 30 2 2144 2324 W/CKT. 19 21 --- --- 20 1 800 z RECEIPT TV 23 15 1 OFFICE RECEPTACLES 720 RECEPT VEHICLE SERVICE 25 20 1 540 500 1000 RECEIPT VEHICLE SERVICE 27 20 1 TARGET RACK 8 20 1 TARGET RACK 10 20 1 540 RANGE LIGHTS 14 20 1 RECEIPT VEHICLE SERVICE 29 20 1 16 540 DRINK FOUNT, ARMORY RECPT/LT 31 20 1 540 100 SPARE 33 20 1 13068 VA VA 1492 VA 14560 VA SUB TOTAL VOLTIAMPS: PANEL SUB TOTAL VOLT/AMPS: TOTAL LCL/PHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 40.41 AVERAGEAMPS 2300 4444 726 5170 43 1320 3644 276 3920 33 RECEPT TV 35 15 1 180 REC. WP PARKING 37 20 1 1 1 1 540 SIGNS 39 120 11 1 1 1700 360 TV & INSTA HOT BRIEFING 41 115 11 1 1 1 Z SUB TOTAL VOLT/AMPS:1 11030 88401 11090 REC-MAINT, LOUNGE, GYM, TARGET 2 20 1 720 REC-GYM, TOWEL, TARGET, CHIEF, ARMORY 4 20 1 720 1080 RECEPT-MENS LOCKER 6 20 1 1 720 RECEPT WOMENS LOUNG, TOILET 8 20 1 REC. ELECT.,PAT. SGT., PROP. RM 10 20 1 720 RECEIPT VEHICLE MAINT, PAT SGT 12 20 1 720 SPARE 14 30 2 W/CKT. 14 16 --- --- VEHICLE MAINT. WELDER 18 50 2 500 W/CKT. 18 20 --- --- RECEIPT GYM 22 20 1 720 SIGNS 24 20 1 700 EF -10 STOL. PROP. HEATER RM 26 20 1 500 MENS LOCKER STEAM UNIT 28 30 3 1 1100 W/CKT. 28 30 --- --- 1100 W/CKT. 28 32 --- --- 1100 SPARE 34 30 2 W/CKT. 34 36 --- --- SPARE 38 30 2 W/CKT. 38 40 180 TV 42 120 11 1 CONNECTED: 41540 VA 25% OF MTR: VA 25% OF LCL: 0 VA CALCULATED: 41540 VA SUB TOTAL VOLT/AMPS: PANEL SUBTOTAL VOLT/AMPS: TOTAL LCL/PHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 115.30 AVERAGEAMPS 3040 14070 0 14070 117 3620 12460 0 12460 104 3920 15010 0 15010 125 * = INDICATES EXISTING LOAD TO REMAIN. ❑ = NEW TO MATCH EXISTING IN MANUFACTURER O = INDICATES UPDATED LOAD ON EXISTING CIRCUIT. cl C., EXISTING RANGE PANEL "G1" VOLTAGE: 208/12OV-4-WIRE LOCATION: RANGE RpFESS/O Qk9 MA INBREAKER: M.L.O. BUS SIZE COPPER: 1 OOA O SCA: MOUNT: ENTRY: 22 KAIC RECESSED TOP DESCRIPTION CKT BKR P LTS REC MSC MTR A -VA B -VA C -VA AMPS RANGE LIGHTS 1 20 1 1104 RANGE LIGHTS 3 20 1 500 1104 RANGE LIGHTS 5 15 1 960 TARGET TRACK 7 15 1 TARGET TRACK 9 15 1 540 1 500 500 RANGE CONTROLS 11 15 1 O/H RANGE RECEPTACLES 13 20 1 AGITATORS 15 20 1 L 720 1080 RECEPTACLES 17 20 1 Q SUB TOTAL VOLT/AMPS: 2144 2324 2540 DIMMER RACK 2 20 1 800 z COc:z� OFFICE RECEPTACLES 4 20 1 500 1000 720 500 360 1000 RANGE RECEPTACLE 6 20 1 TARGET RACK 8 20 1 TARGET RACK 10 20 1 LIGHT BAR 12 20 1 RANGE LIGHTS 14 20 1 EF CONTROLS 16 20 1 100 1080 RECEPTACLES 18 20 1 CONNECTED: 25% OF MTR: 25% OF LCL: CALCULATED: 13068 VA VA 1492 VA 14560 VA SUB TOTAL VOLTIAMPS: PANEL SUB TOTAL VOLT/AMPS: TOTAL LCL/PHASE: TOTAL VOLT/AMPS: TOTAL AMPS/PHASE: = 40.41 AVERAGEAMPS 2300 4444 726 5170 43 1320 3644 276 3920 33 2440 4980 490 5470 46 * = INDICATES EXISTING; LOAD TO REMAIN. LAN NOTES O REFER TO GENERAL NOTES AND DEMOLITION NOTES, DRAWING E-m.l, FOR ADDITIONAL REQUIREMENTS. O2 NEW RECEPTACLE AND WALL PLATE AT REMOVED RECEPTACLE AND WALL PLATE LOCATION. EXISTING BACK -BOX AND EXISTING CONDUCTORS TO BE RE -USED FOR THE INSTALLATION OF A NEW RECEPTACLE AND WALL PLATE. REFER TO DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS. ONEW COMPRESSOR AT REMOVED COMPRESSOR LOCATION. EXISTING CONDUIT AND EXISTING CONDUCTORS TO BE RE -USED FOR THE INSTALLATION OF A NEW COMPRESSOR. REFER TO DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS. O4 NEW COMPRESSOR DISCONNECT SWITCH. CONTRACTOR TO MAKE FINAL CONNECTIONS TO COMPRESSOR. ONEW LIGHT DIMMER SWITCH AND WALL PLATE. EXISTING BACK -BOX AND EXISTING CONDUCTORS TO BE RE -USED FOR THE INSTALLATION OF A NEW LIGHT DIMMER SWITCH AND WALL PLATE. REFER TO PLAN 2, THIS DRAWING, AND DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS. O6 EXISTING WALL MOUNTED SPEAKER. EXISTING BACK -BOX AND EXISTING CONDUCTORS TO BE RE -USED FOR THE RE -INSTALLATION OF THE EXISTING WALL MOUNTED SPEAKER. REFER TO DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS REQUIREMENTS. O NEW DATA OUTLET AND WALL PLATE AT REMOVED DATA OUTLET AND WALL PLATE LOCATION. EXISTING BACK -BOX AND EXISTING GABLES TO BE RE -USED FOR THE INSTALLATION OF A NEW DATA OUTLET AND WALL PLATE. REFER TO DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS. OS EXISTING JUNCTION BOX TO BE RE -USED FOR THE INSTALLATION OF A NEW DATA OUTLET, DATA GABLES AND WALL PLATE. REFER TO DEMOLITION PLAN, DRAWING E-1.1, FOR ADDITIONAL REQUIREMENTS. OEXACT LOCATION OF OUTLETS SHOWN ON THESE DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECT / CLIENT PRIOR TO ROUGH -IN AND SHALL BE LOCATED IN SUCH A MANNER TO AVOID INTERFERENCES WITH OTHER OUTLETS AND CASEWORK. 10 CONTRACTOR TO COORDINATE FINAL RECEPTACLE LOCATIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. ANY DEVIATIONS FROM PLAN TO BE ADDRESSED PRIOR TO BEGINNING OF WORK. II CONTRACTOR TO PROVIDE ENGRAVED LABELING AT EACH RECEPTACLE, DATA OUTLET, JUNCTION BOX, DISCONNECT SWITCH, ECT. DISPLAYING THE IDF OR PANEL (WITH CIRCUIT) FEEDING THE DATA OUTLET, RECEPTACLE, JUNCTION BOX, DISCONNECT SWITCH, ECT. 12 ALL CIRCUITS SERVING THE REMODEL AREA, WHETHER IDENTIFIED ON PLAN OR NOT, SHALL BE TRACED AND IDENTIFIED PRIOR TO START OF THE DEMOLITION PHASE. CIRCUITS AFFECTED BY THE REMODEL THAT SERVE AREAS OF THE BUILDING THAT ARE NOT A PART OF THE REMODEL SHALL BE MAINTAINED IN OPERATION DURING THE CONSTRUCTION PHASE. INTERRUPTION OF SERVICE WILL NOT BE ALLOWED. CLIENT FOCUSED 0 PASSION DRIVEN SOUTHERN CALIFORNIA 8163 ROCHESTER AVENUE, SUITE 100 RANCHO CUCAMONGA CALIFORNIA 91730-0729 TEL: 909-987-0909 www.wlcarchitects.com ARCyI RpFESS/O Qk9 DATE: 11/13/2019 O v �o to m KELLEY NEEDHAM N6/30/20 9rrI C-19064 Ra Dale 03131121 �Q O 9TH. OF CA`\F p� -\F O� U O L Q O jC W U �� CD z COc:z� O Cu , O U c� -2 m �� ca A -I O � U) Z O r*-_ 00 ARCyI RpFESS/O Qk9 DATE: 11/13/2019 E. So �F v �o to m KELLEY NEEDHAM N6/30/20 9rrI C-19064 Ra Dale 03131121 �Q OP CAS ZZ* 9TH. OF CA`\F p� -\F CONSULTANT A&F ENGINEERING GROUP, INC. 9320 BASELINE RD., SUITE C, RANCHO CUCAMONGA, CA 91701 TEL (909) 941-3008 FAX: (909) 941-8211 DRAWN: D.A. CHECKED: R.E.S. DATE: 11/13/2019 SCALE: AS NOTED PROJECT NUMBER: 1614902 REMODEL PLANS J Q DRAWING `° E-2.1 NUMBER: z 0 0 Lu cn