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Home My WebLink AboutC-5540 - Newport Coast Community Center Stage RemodelCITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK Lcilani I. Brown, MMC September 24, 2015 A.J. Fistes Corporation Attn: Anastasios Fistes 2214 Atlantic Avenue Long Beach, CA 90806 Subject: Newport Coast Community Center Stage Remodel — C-5540 Dear A.J. Fistes Corporation On September 23, 2014, 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 October 2, 2014. Reference No. 2014000401094. The Surety for the contract is International Fidelity Insurance Company and the bond number is 0648479. Enclosed is the Faithful Performance Bond. SincereM, Oa,� ' Nm,, Leilani I. Brown, MMC City Clerk Enclosure 100 Civic Center Drive • Post Office Box 1768 • Newport Beach, California 92658-8915 Telephone: (949) 644-3005 • Fax: (949) 644-3039 • www.newportbeachca.gov -ro f1NA4 D ON TIA9 EXHIBIT PRSDICATSDAGT PSE CITY OF NEWPOIRT BEACH PINj\L cotes BOND NO. 0648479 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ 856.00 , being at the rate of $ I2.00 thousand of the Contract price. WHEREAS, the City of Newport Beach, Siete of California, has awarded to A.J. FiSTES CORPORATION hereinafter designated as the 'Principal," a contract for Newport Coast Community Center Stage Remodel in the City of Newport Beach, in strict oordbrml y 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 terns thereof require the fumLshing of a Bond for the faithful performance of the Contract, NOW, THEREFORE, we, the Principal, and Intemational Fidelity Insurance Company , duly authorized to transact business under the laws of the State of Califomla as Surety (hereinafter 'Surety`), are held and firmly bound unto the City of Newport Beach, In the sum of Seventy -One Thousand Two Hundred Ninety -Seven and 00/100 ($71,287.00) lawful money of the United States of America, said sum being equal to 140% 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 severely, firmly by two preserrt. THE CONDITION OF THIS OBLIGATION IS SUCH, that If the Principal, or the Principal's heirs, executors, administrators, successors, or asserts, fad to abide by, and well and truly keep and perform any or all the Work, covenants, conditions, and made as Ithersin pprrov ro its part, to In Me be be and performed amt -the time aralteration id manner #web specifled, and In all respects according to Its true Intent and meaning, or falls to Indemnify. defend, and am harmless the City of Newport Beach, its ofioers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, In an amount not exceeding the sum spectfied In this Bond; otherwise this obleaton 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, trete shall be Included coats and reasonable expenses and fees, including reasonable attorneys fees, Incurred by City, only in the event City Is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. A.J_ Flstes Corporation Page C-1 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 Worn 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 underthis Bond. IN WITNESS WHEREOF, this instrument has beek duly executed by the Principal and Surety above named, on the 10 day of April I 2014 .. A.J. Fistes Corporation Name of Contractor{Principal) International Fidelity Insurance Company By: Name of Surety Au 233 Wilshire Blvd., #820, Santa Monica, CA 90401 Address of Surety 877-395-7887 Telephone NOTARYACKNOM-EDGMENTS OF CONTRACTORAND SURETYMUST SEATTACHED A.J. Flstes Corporation Page C-2 ACKNOWLEDGMENT State of C'llfo nia County of a f of ffi+1411x, IS*. On A0(i � Ili. -ON 99-® before me, Notary Public, personally appeared 16&:4 Sri—(–�;5 who proved to me on the basis of satisfactory evidence to be the person(*) whose name(o lslaw subscribed to the within instrument and acknowledged to me that halshemay executed the same in hisRw~ authorized capacity(ies), and that by histhafteir signatluea(g) on the Instrument the persorft or the entity upon behalf of which the person(a) 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 ].�. ANNAJUWG COMM. #1999948 to SE W Notary Publio-Caldbmia LOS ANGELES COUNTY I My Comm. Ea JAN 2.2017 ACKNOWLEDGMENT State of California County of Orange 3 a& On April 10 'Zfj 14 before me, Erika Guido, Notary Public, personally appeared Randy Spohn who proved to me on the bails of satisfactory evidence to be the parson whose nam Were *ubae:In the wNhln Instrument and acknowledge d to exp the earns i authorized cape ), and that by e ignatu a on the the peraon0d. or the enthy upon f of which person acted. the Instrument. I Certify under PENALTY OF PERJURY under the lews of the State of Caftmia that the foregoing paragraph is true and correct rfVtTN my -Ian rt clalaeal. O 2671 LIFORNIA RIM NTYSjghabAf6tha Guido, Notary Publicay 5, 017 A.J. F*es Corporation CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK Leilani Brown, CMC December 9, 2014 A.J. Fistes Corporation Attn: Anastasios Fistes 2214 Atlantic Ave. Long Beach, CA 90806 Subject: Newport Coast Community Center Stage Remodel - C-5540 Dear A.J. Fistes Corporation: On September 23, 2014 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 October 2, 2014, Reference No. 2014000401094. The Surety for the bond is International Fidelity Insurance Company and the bond number is 0648479. Enclosed is the Labor & Materials Payment Bond. Sincerely, Leilani I. Brown, MMC City Clerk Enclosure 100 Civic Center Drive • Post Office Box 1768 • Newport Beach, California 92658-8915 Telephone: (949) 644-3005 • Fax: (949) 644-3039 • www.newportbeachca.gov EXHIBIT B CITY OF NEWPORT BEACH BOND NO. 0648479 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to AJ, FISTES CORPORATION hereinafter designated as the "Principal," a contract for Newport Coast Community Center Stage Remodel 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 fall 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, Intematioml Fidelity Insurance 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 Seventy -One Thousand Two Hundred Ninety -Seven dollars and 001100 ($71,297.00) 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, fall 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 amourd 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 Gull Code of the State of California. 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 Coda 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 at seq. of the Civil Code of the State of California, Page 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 duty executed by the above named Principal'and Surety, on the 10 day of ApJI , 20 I? A.J. Fistes Corporation Name of Contractor (Principal) International Fidelity Insurance Company Name of Surety 233 Wilshire Blvd., #820, Santa Monica, CA 90401 Address of Surety 877-395-7887 Telephone By: Randy Spohn, Attomef-In-Fact Print Name and Title NOTARYACYNOMEDGMENTS OF OONTRACTOR AND SURETY MUST BE ATTACHED A.J. Fistes Corporation Page 0-2 ACKNOWLEDGMENT State of California County of ).QS (ktAe,r.PS } W. On Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the persons) whose name(e) 10/an submillbed to the within instrument and acknowledged to me that he/sheMay executed the same In hlsRseNthetr authorized capacity(isa), and that by hla/herhheU signatures(s) on the Instrument the pamon(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,---A�ANNA - WITNESS m hand and official seal. COMM. #1999948 m y Notary PutNkaCaIMpmla a d_ p LOS ANGELESCOUNTY '' Signature ' I kV - (seal) ACKNOWLEDGMENT State of Cailfomia CoUrtty Of Orange )85. On April 10 2014 before me, Erika Guido, Notary Public, personally appeared Randy Spoon Who proved to me on the Danis of satisfactory evidence to be the person"' whose nem isfan# subacxi the wltitln inatrumard and cknowledged to th axe the same !n authorind capacity end Ihat by ignature on the Instrume the person('}, or the entity upan tralf of which a person acted, ted the Instrument. ✓\ I certify under PENALTY OF PERJURY under the laws of the State of OaAfornnla that the foregoing paragraph Is true and co"W, M6,111a7 IDO 1�lgl% # 2o22671 iN� COMM. L C CALIF 1 Wn7 � NOTARY PUBLIC CALIFORNIA 3 ORANGE COUNTY 'do, Notary Public ' M wmm. e% Iroc MaY 6.1017 E A.J. Rates Corporation Im <anu :pufpWu ,dS n YiF'=bm�elc s�mu u¢a� ymy w.v�uwo w�...,. rib of the BnLaws of INTERNATIONAL FIDELITY INSURANCE tnty of the foAowinp msoladon adopted by the Board of Direetors )th day of July, 20. and by the Board of Directors of ALLEGHENY 0 0 0 RELEASE OF STOP NOTICE 1t1111' 11RMRTYVArl'Uwli!r SYS Nonce OAs R4.ED' You are herebyriolified that the undersigned claimant releases that certain Ston iNiorics dated 8/18/2014 in the 7 amount of $ l _1X 15.00 age inst AJ FistqgLQorporabon_______ as owner or public body and — Newport Beaqh - _Qty______ as prime contractor in connection with the work of improvement known as Ntewport Seach Community Canter 6401 San Juaguin Fins Road ir. the City of -NoRport-Beach County of Oran EOU State of Cajifornia ----Qont --jacto - rs Door Sgpply___ WMF 0- C' AA 11�� , U , iT, 1, the uridersigrted, state: I arn the -pmsidantaf7�117 1 �111 �AII,117 �111,l =1'0� -J,-- AI,F'47 the Claimant narnej I,-, the foregrl;[7g Release, J have read said Release of Slop Notice and know the contents and 1 certify 'hat the seine Is true to my own Knowledge, I certify (or declare) under penalty of perjury under the laws o€the a, e St�af hat th 0 te foregoing is true and correct Executed on :8-21 � 4 at -state of -7241-Gardenxjmve-.blvd—Garden-grove V'io ... lotts -'ulillsoir msel[ em ane a is -rad uexPles,-, 01�Ipfied, � to ti, it,,,s of thls form for any "Ufic t'sc or purl)CS�'. :f ,,, h"' any Q'C'mj"' ;I , a'W��Ys be"4 to a qualilled 'etorn ney before Osll)9 phis of any !qgM dimmn-,t 7 67775 00898 P, REV. 10-04 ((- E F E d in Official Records, Orange County RECORDING REQUESTED BY AND Hugh Nguyen, Clerk -Recorder WHEN RECORDED RETURN VQDCT 17 II 11111111 ]fl (''I 1[11�NOIEE k R 0 0 0 7 0 0 5 8 5 8$ City Clerk CV},,,` tc2014000401094 9:37 am 10102114 City of Newport Beach Tr 14 N12 1 100 Civic Center Drive 01 IT`i ` o 0.00 0.00 0.00 0.00 0.00 0.00 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 A.J. Fistes Corporation of Long Beach, CA, as Contractor, entered into a Contract on March 26, 2014. Said Contract set forth certain improvements, as follows: Newport Coast Community Center Stage Remodel Project (C-5540) Work on said Contract was completed, and was found to be acceptable on September 23, 2014 by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is International Fidelity Insurance Company. BY Public Works Director City of Newport Beach VERIFICATION certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on at Newport Beach, California. BY kwl - 4�w,� City Clerk v \. V O CXUI CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK Leilani I. Brown, MMC September 24, 2014 Orange County Recorder P.O. Box 238 Santa Ana, CA 92702 RE: Notice of Completion for the following project: • Newport Coast Community Center Stage Remodel (Contract No. 5540) Please record the enclosed document and return to the City Clerk's Office. Thank you. Sincerely, 4*4.O%A,�� Leilani I. Brown, MMC City Clerk Enclosure 100 Civic Center Drive • Post Office Box 1768 • Newport Beach, California 92658-8915 Telephone: (949) 644-3005 • Fax: (949) 644-3039 • www.newportbeachca.gov 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 A.J. Fistes Corporation of Long Beach, CA, as Contractor, entered into a Contract on March 26, 2014. Said Contract set forth certain improvements, as follows: Newport Coast Community Center Stage Remodel Project (C-5540) Work on said Contract was completed, and was found to be acceptable on September 23, 2014 by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is International Fidelity Insurance Company. BY — /.144LZ O L, Public Works Director 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 at Newport Beach, California. BY okaf City Clerk Date % A/ City Council City Manager City Attorney File in 077E VE CONSTRUCTION LENDER, PUKE PHUT OR YAH lYIl H WH' STOP No. icc WAs nl.W. You are hereby notified that the undersigned claimant releases that certain Stop Notice dated 9/1 519 01 4 In the amount of $ 890.75 against AJ Fistes Corporation as owner or public body and Newport Beach - City as prime contractor in connection with the work of improvement known as Newport Beach Community Center 6401 San Juaquin Hills Road in the city of Newport Beach ._.... _,County o€ Orange ounty State of Cglifornia 8/16/2014 Contractors Door Supply DATE NMAE nr CLAIMANT- FIRPA NAME —Y AUT:haRAYH AUTvoR¢En CAPAC1Y klY111�1iT1 I, the undersigned, state I am the president of "AGEfaT Of'. "PR�'IBEN TOf-", 'H PA'ri'GVF.R CY".'ObvNEa OF", eTc. the Claimant named in the foregoing Release; I have read said Release of Stop Notice and know the contents and I certify that the same is true to my own knowledge. I certify (or declare) under penalty of perjury under the laws of the State of California foregoing is true and correct. Executed on September 16 2014 State of California that the at 7241 Garden Grove Blvd, Unit C, Garden Grove AU`0' F NOTC NhR:N i'�E .G-KIkiZEG NGERI' WolooBs Forms, our resellers and agents make no representafons or 02004 WOLCOM FORMS, INC. warranty, express or implied. as to the fitness of this form for any spacifc use or purpose. If you have any question, It is always best to 1111111111111 I� consult a qualified attorney before using this or any legal document. # J 7 67775 00898 2 #898 REV. 10-04 3"a-'r�ien0.-.ai'�;L•ai��'vr li7N.-p'�., „i ._ :., .. q1;..< City Council City Manager Stop Notice_ File Attorney LEGAL NOTICE TO, WITHHOLD CONSTRUCTION FUND. , _ (PUBLIC OR PRIVATE WORK) - � - � - ;� (Per California Civil Cede Section 31133) TO: AJ Fistes Corporation M f 2214 Atlantic Ave. Long Beach Ca 90806 I Project: Newport Beach Eommunity Gerrter 6401 San Juaquin Hills Road I Newport Beach Ca 92260 TAKE NOTICE THAT Contractors Door Supply Co Inc whose address is 7241 Garden Grove Blvd Unit Gagen Grove Ca 92841 �. has ❑erfarmed labor and fumishac materials for a work of im;,rdveshsnt described as fo:ious; Door Frame Dgfo "acdlNare,_ Glass material delivery and complete installation. _ The labor and materials furnished by claimant are of the iollomng general kine: Hollovmetal ,dgorc and frames rnmmereial py�jldinajLpr�eSLt1dL ----- The labor and materials were furnished to or for the foliowmg party: AJ Fiste5 orporation S $17.815.00 Total vane a; the whole amount of labor and materials agreed to toe furnished. Value of ti:a labor and matenals lumzsheci to date. S $� Sum Claimant ^:as been paid - S $17,815.00 Sum amovat due, owing and unpa=d- You are required to set aside sufficient funds to satisfy .hisRn will ;ri'ai .st, cc r, ccs`:s and reasonable Costs o` 'i =gation, as provided by jaw- You are also notified that clalman' claims an equitable lief, against any construc'.ion funds =or this protect which are m your hands. Kyle Phillips //I-- VERIRCATION I. tine undersigned, say: i am Etre President _T the clamant P. named kn the fo.egoirg Stop Nonce: I ,have rear. said Stop Notice ads ko,, ,he crntani &.ere the _:rhe is true of my own j (knowledge. - 1 declare under oerza ty at perry under the laws of the State of California the, the foregoing is clue and correct. i I Executed on 8-18-14 in Garden Grove Ca Js:: REQUEST FOR NOTICE OF ELECTION PrvaEe't'orks Only} ;'e' Casaforma Civil Code Sectioc 3>58. 3151, or 3iS2j 1,f an election is made not to wd"nhold funds pursuant io this stop notice oy teaser, of a payment bond having neem reoorced in accordance wflh Sections 3256 or 5162. aiease send notice rrt such: elecfioc ano a copy of the bond with6r; 30 days of such: elect%aro in the enclosed p.,eaddresred stamped envelope (Claimant Must Enclose Self -Addressed S':amped Envelope}. 'his information roust be provided dy you under Civil Code Sections 31,59, 3'6', qr 31,62 SEE REVERSE SIDE FOR ADDITIONAL WFORMATM 1,J co#s orrrs our reseile s and agents make nQ aprlsstafirrls o, Wolco-.8 FOara5. In- wr specific ,press or e. if tl as to lite ( mass , this to" Tor any t to speciiC ase or Purpose. .t you .ave any puss Ian � s alwws best ra co .:t_ a qua,tied avor^ey :laimra otsng nris or any legal coca nant'116777 00844 I z doss C3 7894 REV. 4-04 • To: CONSTRUCTION LENDER, PUBLIC P.ODV, OR PARTY WcH VgNCr tE STOP NOTICE WAS FILED. You are hereby notified that the undersigned claimant releases that certain Stop Notice dated In the amount of $ J _. against as owner or public body and as prime contractor in connection with the work of improvement known as in the City of i, County of State of DATE NAME OF CLAIMANT—FIRM Wm, AVLHOft2FLCAPAC'r' '{AGENT, THUSrEF, aIC.) VERIFICATION 1, the undersigned, state: I am the "AGENTOr`,'PP.FVI FEJTOF','APARTNE9,DF 'DUlNFPOF ETC. the Claimant named in the foregoing Release; I have read said Release of Stop Notice and know the contents and I certify that the same is true to my own knowledge. I certify (or declare) under penalty of perjury under the laws of the State of foregoing is true and correct. Executed on State of at AulacRSP:-; GF CLaLruNT oR AvrnnNlaen AGrnr thatthe Wolcotis Forms, our resellers and agents make no representations or X2004 WOLcO'rrs FoRms, INC,I warranty, express or implied, as to the fitness of this torn for any II speoific use or purpose. If you have any question, it is always best to 11111111111111111111 I consult a qualified attorney before using this or any legal document. 7 67775 00898 z #898 REv. 10-04 TO: FROM PREPARED BY: PHONE: TITLE: CITY OF NEWPORT BEACH City Council Staff Report September 23, 2014 Agenda Item No. 5 HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL David A. Webb, Public Works Director- (949) 644-3330, dawebb@newportbeachca.gov Fong Tse, Assistant City Engineer (949)644-3321 Newport Coast Community Center Stage Remodel Project - Completion and Acceptance of Contract No. 5540 (CAP14-0002) ABSTRACT: At your March 25, 2014 regular meeting, City Council awarded the Newport Coast Community Center Stage Remodel Project - Contract No. 5540 to A.J. Fistes Corporation. The work is now functionally complete and staff requests City Council acceptance and close out of the contract. RECOMMENDATION: a) Accept the completed work and authorize the City Clerk to file a Notice of Completion for the project; b) Authorize the City Clerk to release the Labor and Materials Bond 65 days after the Notice of Completion has been recorded in accordance with applicable portions of the Civil Code; and c) Release the Faithful Performance Bond one year after this Council acceptance. FUNDING REQUIREMENTS: Funds for the construction contract were expended from the following accounts: Account Description Account Number Amount General Fund 7011-C1002043 $59,545.32 5-1 DISCUSSION: Awarded Contract Amount Overall Contract Cost/Time Summary Final Cost at Contingency Actual % Due to % Due to Completion Allowance Contract Directed Unforeseen p I r'k---- $71,297.00 1 $64,545.32 1 20% or less 1 (9.47%) 1 (9.47%) 1 0.00% 1 Allowed Contract Time (days) A summary of the contract cost is as follows: Original bid amount: Actual cost of bid items constructed: Total change orders: Liquidated Damages: Final contract cost: 45 +5 50 $71,297.00 $63,797.00 $748.32 $(5,000.00) $59,545.32 Prior to this remodel project, the rarely -used Newport Coast Community Center Stage had a high exposed ceiling, an industrial grade roll -up door along the north, and a curtained stage opening that opened to the existing gymnasium to the south. The now remodeled enclosed room has two sets of storefront double doors along the north side and a solid stud wall along the south side providing increased space to accommodate dance, music, language, art, Zumba, and other pre-school aged programs. Public Works staff experienced problems with the contractor, A. J. Fistes, during this remodel project. These problems included: • The contractor didn't begin work when they said they would, which affected the time allotted for the job. The contractor's unexcused absences continued despite our warnings. Staff made the site available on Saturdays, yet the contractor still missed the schedule. • The contractor did not provide adequate project superintendence and quality control which resulted in workmanship issues. With Recreation and Senior Services needing to occupy and ready the space for upcoming fixed date programs, we directed the surety that issued Fistes' contract bonds to take all measures necessary to finish the abandoned work. Fistes then dispatched two workers to finish the work to the best of their abilities, but did not complete it all. We had others finish the remaining work. We can discuss this further with the Council if needed. Pursuant to the terms of the contract, it is appropriate for the City to assess five (5) days of liquidated damages at $1,000.00 per calendar day for late completion as stipulated in the Contract Specifications. The liquidated damages amount will be applied toward the cost of various work items to be completed by others. Excluding the liquidated damages amount, the final construction cost was 9.5 percent below the original contract amount due to incomplete installation of remaining items. A summary of the project schedule is as follows: Estimated Completion Date per 2013 Baseline Schedule 10/24/2014 Project Awarded for Construction 5/25/2014 Contract Completion Date with Approved Extensions 7/16/2014 Actual Substantial Construction Contract Completion Date 7/28/2014 5-2 ENVIRONMENTAL REVIEW: Staff recommends the City Council find this project exempt from the California Environmental Quality Act ("CEQA") pursuant to Section 15304(b) (new landscaping with negligible expansion) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. NOTICING: This agenda item has been noticed according to the Brown Act (72 hours in advance of the meeting at which the City Council considers the item). ATTACHMENTS: Description Attachment A - Location Map 5-3 NEWPORT COAST COMMUNITY CENTER SAN JOAQUIN HILLSROAD NEWPORT COAST COMMUNITY CENTER.STAGE REMODEL LOCATION MAP ATTACHMENT A w Q 0 U F -- a_ w z CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5540 1 09/23/14 5-4 li CITY OF NEWPORT BEACH NOTICE INVITING BIDS Sealed bids may be received at the office of the City Clerk, 100 Civic Center Drive, Newport Beach, CA 92660 until 10:00 AM on the 5th day of March, 2014, at which time such bids shall be opened and read for NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 $ 110,000.00 Engineer's Estimate as City Prospective bidders may obtain Bid Documents, Project Specifications and Drawings by contacting Santa Ana Blue Print at (949)756-1001 Located at 2372 Morse Avenue, Irvine, CA 92614 Contractor License Classifications) required for this project: "B " For further information, call Fong Tse, Project Manager at (949) 644-3321 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE: httpJ/wwwNewoortBeachCA gov CLICK: Online Services / Bidding & Bid Results City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 TABLE OF CONTENTS NOTICEINVITING BIDS..........................................................................................Cover INSTRUCTIONS TO BIDDERS... ......... ......... ....... 3 BIDDER'S BOND............................................................................................................5 DESIGNATION OF SUBCONTRACTOR(S)................................................................... 8 TECHNICAL ABILITY AND EXPERIENCE REFERENCES ............................................ 9 NON -COLLUSION AFFIDAVIT..................................................................... 13 DESIGNATION OF SURETIES...................................................................... 14 CONTRACTOR'S INDUSTRIAL SAFETY RECORD .................................................... 15 ACKNOWLEDGEMENT OF ADDENDA....................................................................... 17 INFORMATION REQUIRED OF BIDDER..................................................................... 18 NOTICE TO SUCCESSFUL BIDDER... ... ....... ........... ......... ...... .......... .................... 21 CONTRACT.................................................................................................................. 22 INSURANCE REQUIREMENTS ... ......... ........ ................................ ... ......... ............ A-1 LABOR AND MATERIALS PAYMENT BOND., .......... .......... ..... __ ...... ............ B-1 FAITHFUL PERFORMANCE BOND.................................................................... C-1 PROPOSAL.............................................................................................................. PR -1 SPECIALPROVISIONS............................................................................................ SP -1 ARCHITECT'S TECHNICAL SPECIFICATIONS...................................................... TS -1 2 City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 INSTRUCTIONS TO BIDDERS The following documents shall be completed, executed and received by the City Clerk in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND DESIGNATION OF SUBCONTRACTORS 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) TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON -COLLUSION AFFIDAVIT DESIGNATION OF SURETIES PROPOSAL 2. Cash, certified check or cashier's 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. 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. 4. 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. 5. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 6. 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, 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. T 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. 3 8. 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. 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. The signature below represents that the above has been reviewed. 7�q S`57- A, S, C 3-�, Vo �,, It �3i i �3A Contractors License No. & Classification I-�S S oY 0r Bidder /4V1ASVt3t S}BS - C DIGS\��4nT Authorized Sig turef T' e Date Fd] City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 DESIGNATION OF SUBCONTRACTOR(S) 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 Specifications 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 following subcontractors 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 law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. (Use additional sheets if needed.) Subcontractor's Information Bid Item Description of Work % of Number Total Bid Name:/' _ r �Lt �rxn til -�z�Gi `i ly 5rilikie Address: .��0 t{0. AYYow �W. Phone: �VtkC G • 5Gn p""5 ch 177 [D ber: b� l State License N'u � 44 0.7 Email Address: Name: Address: Phone: State License Number: Email Address: Name: Address: Phone: State License Number: Email Address N1 1 60ye_-j ,OYour -c0VX 4�'b - �( e5iAICK-� Bidder Authorized Sic Inaturgftitle LV ACKNOWLEDGMENT ............................................. ■ ............................. ■ ■ State of Cali ornia Countynof�'hb PS } ss. On IytUVC4 3 I Tn I'{ bel ore Public, personally appeared V1CcSJ'Z(fc< ji_u/t Notary ,who proved to me on the basis of satisfactory evidence to be the person(s) whose name() is/a;:,- subscribed s/aresubscribed to the within instrument and acknowledged to me that he/SAY executed the same in his/h@494ek 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. ANNA JIANG WITNESS my hand and official seal. P � �""" COMM. #1999948 m LU Notary Public -California CID A LOS ANGELES COUNTY M Comm. Ex . JAN 2 2017 Signature ............................................. ■ .......... a . 9 ................ ■ ■ 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 V' Paper Identification Credible Witness(es) Capacity of Signer Thumbprint of Signer I Trustee Power of Attorney CEO/CFO/COO �l President / Vice -President I Secretary / Treasurer Other: Other Information: A Check here if no thumbprint or fingerprint is available. City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 DESIGNATION OF SUBCONTRACTOR(S) 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 Specifications 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 following subcontractors 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 law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. (Use additional sheets if needed. Subcontractor's Information Bid Item Description of Work °io of Number Total Bid Name: Address: Phone: State License Number: Email Address: Name: Address: Phone: State License Number: Email Address: Name: Address: Phone: State License Number: Email Address !"'ti', TKSIq .b S — �Y'CSti�i� Bidder AuthorizedSI Lure itle •, City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 DESIGNATION OF SUBCONTRACTORISI 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 Specifications 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 following subcontractors 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 law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. (Use additional sheets if needed.) Subcontractor's Information Bid Item Description of Work °/ of Number Total Bid Name: Address: Phone: State License Number: Email Address: Name: Address: Phone: State License Number: Email Address: Name: Address: Phone.- hone:State StateLicense Number: Email Address +j C" iG�e- W,� rN, f}K — Vy,�\At hn Bidder Author" a ure Mle E'' City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form!!! Please print or type. Bidder's Name A:PP 4, eh rr - o oY c, - oh 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 $15,000, provide the following information: No. 1 /� Project Name/Number �ee_ At A ' 2.A Project Description Approximate Construction Dates: From T Agency Name Contact Person Telephone ( Original Contract Amount $ Final Contract Amount 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. /)aV� 0 No. 2 Project Name/Number Project Description Approximate Construction Dates: From Agency Name Contact Person Original Contract Amount $ 19 Telephone ( Final Contract Amount $ 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. 3 Project Name/Number Project Description Approximate Construction Dates: From Agency Name Contact Person Original Contract Amount $ 0O4v?..- T Telephone ( Final Contract Amount $ 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 and3ndicate outcome of claims. 0it- 10 No. 4 Project Name/Number Project Description Approximate Construction Dates: From Agency Name Contact Person To: Telephone ( Original Contract Amount $ Final Contract Amount $ 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. 5 Project Name/Number Project Description Approximate Construction Dates: From Agency Name Contact Person To: Telephone ( ) Original Contract Amount $ Final Contract Amount $ 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. 11 No. 6 Project Name/Number Project Description Approximate Construction Dates: From To: Agency Name Contact Person Telephone ( ) Original Contract Amount $ Final Contract Amount $ 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. 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 financi statement and other information sufficiently comprehensive to permit an appraisal of e Contractor's current financial conditions. 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G. a+ o' C ui ui et E 4D Ln Ln � to o m � In vii ,c ni in u° a Q; m "1 emI t 00 N 0 a ='C! 0 N V1 N c t0 rn l0 00 O Ch N U 0 u Ln a•1 Q NC}' H 00 N f.'` D U Q LO n 0 aJ to N ; ba d L, to LO C ` 000 a+ to f0 U Ln p1 rn U ? 7 a+ ri O. al c_ L J C Y H j •Z Q1 Ln E 00 j 0 LL to Q y LL 00 aJ N N E Q u> in i OM n C O O O L C a'' m C Uto (Oj C �f1 .r tn N v C O H Eoo y- O C (7 ON1 '� tD �j u� i C ~ +' �••1 p00 O Y U V C L > O N to a aJ O Ln in m r± .0 O_ O a -I O V L a 000 tz0 M m H O U h U N O U H Q C U O ac Ln LO o a, Y_ Q 0 Ln E O1 E �Qj U o N cu N aJ _� O 01 bg U u + ` ) O ` > m O O E N C m C al U aJ a+ •i to C Y a O Ln LJ O 3 a ■ro O C ++ u i. aJ h in Z to 0 W O z g= J 0 v o O ani N o' in Ln O m cuc � 5 O vLr1 m u1 N N N n m 01 N n tD O 000 Z o N c U = J u � aJ � m 00 c 00 O ...� N > Ln ca Q X u C LL O m Q N CP 14 r'4 N N N N t0 Ln City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 NON -COLLUSION AFFIDAVIT State of California ) ss. County J7-�'6W f� L'[—lel S 1 A g �r >T&I , being first duly swoyyn_,, deposes and says that he or she is NIDIC4 A0 -It of A� F466 -f U7iW , the party making the foregoing bid; that the bid is not made in the intere—st 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 behalf 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, an will not pay, any fee to any corporation, partnership, company association, organization, bid depository, 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 CaRtornia t St t Cope Bld&r Authorized Signatu is true and correct. Subscribed ((and sworn to (((or affirmed) before me on this �D day of MC(t%L. , 2014 i>dun by M%'O� 1'eS , proved to me on the basis of satisfactory evidence to be the person(.,..) who appeared before me. I certify under PENALTY OF PERJURY under foregoing paragraph is true and correct. ��:.1 Af�P�1A JiAP1G , [SEAL] 5.f COMM. #1999948 M ysai Notany Public -California t� a LOS ANGELES COUNTY My Comm. Exp. JAN 22017 •�n'�tparaFf 13 the laws of the State of California that the 4J NotawPublic My Commission Expires: 01 UZ 41 City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 DESIGNATION OF SURETIES Bidder's name A"' �i 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): se,�- h4nc e -A 14 AJ Fistes Corporation International Fidelity Insurance - 05/2011 to Present One Newark Center, 20th Floor, Newark, NJ 07102 Largest Bond: $3,103,954.00Year: 2013 Bond Capacity: $6,000,000.00 single jobs and aggregate bonding limit of $12,000,00.00 Agent: RS Bonding, Matthew Dobyns 1633 E. Fourth St., Suite 228. Santa Ana, CA. 92701 T (714) 541-4700 F (714) 541-4740 AEGIS Security Company — Agent: RS Bonding, Matthew Dobyns 05/2010 to 05/2011 300 International Parkway, Suite 184, Heathrow, FL 32746 Ph: 714-541-4700 Fax: 714-541-4740 Largest Bond: $1,264,959.00 Year: 2011 Developers Surety & Idemnity Company — Agent: Alliant Insurance, Pamela McCarthy 8/2004 to 4/2010 17780 Fitch #200, Irvine, CA 92614 Ph: 800-782-1546 Largest Bond: $429,700.00 Year: 2009 2214 Atlantic Ave. Long Beach, CA. 90806 Tel (562) 424-2230 Fax (562) 988-8669 aifistes@gmail.com License No. 729357 City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidder's Name.A'5 ( ,rpoYr�i-i v� Record Last Five (5) Full Years Current Year of Record tk- i ne intormation required Tor these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. 15 Current Record Record Record Record Record Year of for for for for for Record 2013 2012 2011 2010 2009 Total 2014 No. of contracts Total dollar Amount of Contracts (in Thousands of $) 7�,qip, No. of fatalities No. of lost Workday Cases No. of lost workday cases involving permanent��. transfer to another job or termination of employment tk- i ne intormation required Tor these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. 15 Legal Business Name of Bidder _RD- �i6�t_5 Cbae(a oh Business Address: Pel q AUw4%'L Ave— Lonq &ctd, ct Aosc,6 Business Tel. No.: (56a)gP-�a16 State Contractor's License No. and The above information Classification: 77a 357 Title j7re,5't A t h was compiled from the records that are available to me at this time and I declare under within the limitati Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title penalty of periury that the information is true and accurate 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 partners/joint 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 corporate 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 ATTACHEDI 16 ACKNOWLEDGMENT ............................................................................. State of California County of L-0� V ss. On }�'l� 1'U 3 .7-v I L/ be ore, Public, personally appearedSrc Ihnw �f�i�c( Notary ho proved to me on the basis of satisfactory evidence to be the person(* whose name(s) is/we subscribed to the within instrument and acknowledged to me that he/sbe44ey executed the same in his/hedt#eir authorized capacity(io*, and that by his/herf44eir signatures( -s) on the instrument the person(s), or the entity upon behalf of which the perso*) 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 a d official seal. Signature ANNA JIANG .o •'� COMM. #1999948 rn Notary Public -California LU o LOS ANGELES COUNTY M Comm. EXP. JA.N 2, 2017 ............................................................................. Date of Document Type or Title of Document Number of Pages in Document Document in a Foreign Language OPTIONAL INFORMATION Type of Satisfactory Evidence: Personally Known with Paper Identification _ Paper Identification Credible Witness(es) Capacity of Signer: Trustee Power of Attorney CEO/CFO/COO President / Vice -President / Secretary / Treasurer Other: Other Information: 7 Thumbprint of Signer Check here if no thumbprint or fingerprint is available. City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 ACKNOWLEDGEMENT OF ADDENDA Bidder's name Al i 6�2o 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 17 City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 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: AT ibh Business Address: o(o(I `I H I'IuhtiC five. Telephone and Fax Number: 'J q ,�4 - A),30 1 California State Contractor's License No. and Class: (REQUIRED AT TIME OF AWARD) Original Date Issued: 30 199 b Expiration Date: tl/ 0,Z/Y 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: Iv�aS�aSsos�'s��5 - ��S�Qn Jaco�p ��i-�S - U►C� �Y�S�cev,-i� 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 hVn^5�,s �r�S 1 t�,'15 ` PYC5 tc�ec, �- 37D9 S. W 11<e�r uvc. {31o1m 'Sf53W _Kdu i:i5be, 5 FfefO&M� i�� ,k�s —Sec�TYc�S 3?bit S. Warr u„e �3ta)3�-5h3� Corporation organized under the laws of the State of Lk, l �CYt) I'V 0. The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: R N✓� For all arbitrations, lawsuits, settlements or the like (in 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; l V�� Briefly summarize the parties' claims and defenses; Have you ever had a contract terminated by the wner/agency? If so, explain. Have you ever failed to complete a project? If so, explain. For any projects you have been involved with in the lasf 5 years, did you have any claims or actions by any outside agency or individual for labor compliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes / No 19 Are any claims or actions unresolved or outstanding? Yes / 6 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. v1� 1 b fiS"r'C,�i (Print name Owner or President of Corpo ratio tVCompa04 A5v—ik5 (t r DoY44 6k) Bidder I Authorized Sig Title Date On `%VdA'�tTON before me. AMA6 jvt'gl-� Nntary Piihlir narcnnnlly appeared A4eS y who proved to me on the basis of satisfactoryevide ce t(5 -be the person(s) whose name(-) is/are subscribed to the within instrument and acknowledged to me that he/she they executed the same in his/her/th-eir authorized capacity(ios), and that by his/he A#eir signature(.0 on the instrument the person(&), or the entity upon behalf of which the person(&) 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. I Notary P bli i0 aKd for said State My Commission Expires: 61 L 20 AhIVA ,fIANG� (SEAL) h GOI�.'i999�48 r>co '� Nofarl� Publio-Calitnmia k ._ � LOS ANGELES COUNYY "'' MA City of Newport Beach NEWPORT COAST COMMUNITY CENTER STAGE REMODEL Contract No. 5540 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: Property -Casualty. Coverages shall be provided as specified in the Standard Specifications 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. 21 Bond No.: AJFIS-517 City of Newport Beach NEWPORTCOAST COMN9UI` Ily C NTER SIA, EEMODEL Contract No. 6640 -:11MIAWMAORIN We, the undersigned Principal and Surety, our successors and a6Sii ns, executors, heirs and administrators, agree to be jointly and several y held and firmly bound to the City of Newport Beach, a charter city, In the principal sum of Ten Percent Of The Total Amount Bid Dollars ($ 10% Of Bid _ ), to be paid and forfeited to the City of Newport Beach K the bid proposal of the undersigned Principal for the constwion of NEWPORT COAST COMMUNITY CENTER STAGE REMODEL, Contract No. 6640 in the City of Newport Beach, is accepted by the City Councll of the City of Newport Beach and the proposed contract Is awarded to the Principal, and the Principal falls to execute the Contract Documents in the form(s) 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 28th day A.J. Fistes Corporation Name of Contractor (Pdnclpal) International Fidelity Insurance Company Name of Surety 233 Wilshire Blvd., Suite 820 Santa Monica. CA 90401 Address of Surety (310) 395-7887 Telephone Print Name and Trite (Notary acknovAedgment of PrinCfpal & $1jMt1/ must be attached) 5 Tel 1973, 624-7200 'OWER OF ATTORNE INTERNATIONAL FIDELITY INSURANCE COMPANY ALLEGHENY CASUALTY COMPANY ONE .NEWARK CENTER, 20TH FLOOR NEWARK, NEW JERSEY 07102-5207 KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and ALLEGHENY CASUALTY COMPANY a corporation organized and existing under the laws of the State of Pennsylvania, having their principal office in the City of Newark, New Jersey, do hereby constitute and appoint RANDY SPOHN, MATTHEW R. DOBYNS Santa Ana, CA. their true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required orpermitted by law; statute rule, regulation, contract or otherwise; and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said INTERNATIONAL FIDELITY INSURANCE COMPANY. and ALLEGHENY CASUALTY COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorneyis executed, and may be revoked, pursuant to and by authority ofthe By -Laws of INTERNATIONAL FIDELITY INSURANCE of INTERNATIONAL FIELITY INSURANTY CE OMPANY atgranted eettiing dulyrheld on the 20thyof day the Julfollowing10 resolution ndlby the Board ofted yDthe i ectors of of ALLEGHENY CASUALTY COMPANY ata meeting duly held on the 15th day of August, 2000. "RESOLVED, that (1) the President, Vice President, Executive Vice President or Secretary, of the Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys -in -Fact or agents with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the. Corporation may appoint and revoke the appointments of joint -control custodians, agents for acceptance of process, and Attorneys -in -fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal; may be affixed by facsimile to any<power of attorney or certfication.geven for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby ado led by the Corporation as the :original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, INTERNATIONAL FIDELITY INSURANCECOMPANY and ALLEGHENY CASUALTY COMPANY have each executed and attested these presents on this 12th day of March, 2012. STATE OF NEW JERSEY County of Essex ROBERT W. MINSTER ,% `# f Executive Vice President/Chief Operating Officer Y�YNa�� (International Fidelity Insurance Company) A and President (Allegheny Casualty Company) On this 12th day of March 2012,. before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of INTERNATIONAL FIDELITY INSURANCE" COMPANY and ALLEGHENY CASUALTY COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, New Jersey the day and year first above written. .r ,<My v'gZP�,,`',. U: SOT Alf` A NOTARY PUBLIC OF NEW JERSEY OP4; My Commission Expires Mar. 27, 2014 CERTIFICATION I, the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By -Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, 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 TESTIMONY WHEREOF, I have hereunto set my hand this 28th day of February, 2014. MARIA BRANCO,;Assistant Secretary CA YC 01RINIA AL,L.-l41UV,1rU05E ACKNOVUi,.i"DGM� NIT State of CALIFORNIA County of ORANGE On February 28th, 2014 before me, ERIKA GUIDO, NOTARY PUBLIC, personally appeared RANDY SPOHN ® who proved to me on the basis of satisfactory evidence to be the person(s) whose name(a) is/are subscribed to the within instrument and acknowledged to me that he/she/t-" executed the same in his/her/theif authorized capacity (ies), and that by his/her/t-hf_4 signature(a) on the instrument the personfs), or the entity upon behalf of which the person(a) acted, executed the instrument. EX202 671 IS .., COMM o y NOTARY PUBLIC CALIFORNIA N .. ORANGE COUNTY 51201-7 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. hand and official seal. OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER ❑ PARTNER(S) ❑ LIMITED ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT PR 1 of 2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROPOSAL NEWPORT COAST COMMUNITY CENTER STAGE REMODEL CONTRACT NO. 5540 To the Honorable City Council City of Newport Beach 100 Civic Center Drive Newport Beach, California 92660 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. 5540 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: ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1. Lump Sum Mobilization and Demobilization @ �+�e �Ltn v Sana Dollars and 7- ew C, Cents $ 5000 • by Per Lump Sum 2. Lump Sum Stage Remodel �;�ca S+'uept @ � r ��, 1 �u ,�� Sevehh�rcrr Ullars and 7� Y o Cents $ 5,717• oc) Per Lump Sum 3. 35 LF Install Decoration Fencing @T•o41 evzv,-fin. v o.hJDollars and ZorC) Cents $ 7000.00 Per Linear Foot PR2of2 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE 4. Lump Sum As Built Plans @ Five Hundred Dollars and Zero Cents Per Lump Sum TOTAL PRICE IN WRITTEN WORDS evenl.i oho IkhtI' aha I+N0 RUA and 7CY6 Cents z_�:— 101 LL Date (SON2g Bidder's Telephone and Fax Numbers 7)_j 357 r AiS,(33,%6`Ui 94, 011` AS Bidder's License No(s). and Classification(s) �he�J Se $ 500.00 Dollars $ 71,Acil.00 Total Price (Figures) Bidder Bidder's 4uthorized Signature and Title �a 14 A-"wi -ic, 4yc • Loha s"c kco An8o6 Bidder's Address Bidder's email address: G1 �i6VP_S /a CONTRACT • 5540 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 26th day of March, 2014 ("Effective Date'), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and A.J. FISTES CORPORATION, a California corporation ("Contractor"), whose address is 2214 Atlantic Ave., Long Beach, CA 90806, and is made with reference to the following: 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: Newport Coast Community Center Stage Remodel. The work necessary for the completion of this contract consists of: 1) obtaining building permits; 2) removing certain interior portions of the Newport Coast Community Center at 6401 San Joaquin Hills Road; and 3) constructing building interior and exterior fencing improvements at the Center (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 betweeri 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, Faithful Performance Bond, Labor and Materials Payment Bond, Permits, Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. 5540, 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. 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 Seventy -One Thousand Two Hundred Ninety - Seven Dollars and 00/100 ($71,297.00).' 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, and which loss or expense occurs prior to acceptance of the Work by City. 4. NOTICE OF CLAIMS 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. 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.). 5. WRITTEN NOTICE 5.1 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 A.J. Fistes Corporation Page 2 business day after the deposit thereof in the United States mail, postage prepaid, first- class mail, addressed as hereinafter provided. 5.2 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 5.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attention: Anastasios Fistes A.J. Fistes Corporation 2214 Atlantic Ave. Long Beach, CA 90806 6. 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 A, and incorporated herein by reference. -• •- �• •- 7.1 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. 7.2 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. 7.3 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 A.J. Fistes Corporation Page 3 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). 7.4 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. 7.5 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. 7.6 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 retained by it until disposition has been made of such suits or claims for damages as aforesaid. 7.7 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. 7.8 The rights and obligations set forth in this Section shall survive the termination of this Contract. EX07 0 FTA lMX7 7TH 8.1 This Contract may be amended or modified only by mutual written agreement of the parties. 8.2 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. A.J. Fistes Corporation Page 4 8.3 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. 9. 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. 10. CONFLICT If there is a conflict between provisions of this Contract and any other Contract Document, the provisions of this Contract shall prevail. 11. 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. 12. RECITALS City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. A.J. Fistes Corporation Page 5 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: 5` W, f i CITY OF NEWPORT BEACH, a California municipal corporation Date: r-5, 20. 114 By: By: A ron C. Harp Rush . Hill II City Attorney Mayor ATTEST: Date: 02,E By: Leilani I. Brown City Clerk r�oaN� CONTRACTOR: A.J. FISTES CORPORATION, a California corporation Date: By: U ,- Anastasiostes President Date: APR 01 ?-o I Lk By: Niki Fistes Secretary/Treasurer [END OF SIGNATURES] Attachments: Exhibit A — Insurance Requirements Exhibit B -- Labor and Materials Payment Bond Exhibit C -- Faithful Performance Bond A.J. Fistes Corporation Page 6 CERTIFICATE OF INSURANCE CHECKLIST This checklist is comprised of requirements as outlined by the City of Newport Beach. * Date Received: 4/25/14 Dept./Contact Received From: Raymund Date Completed: 5/19/14 Sent to: Raymund By: Chris Company/Person required to have certificate: AJ Fistes Corporation Type of contract: All Others L GENERAL LIABILITY EFFECTIVE/EXPIRATION DATE: 7/11/13-7/11/14 A. INSURANCE COMPANY: Security National Insurance Company B. AM BEST RATING (A-: VII or greater): A:XI C. ADMITTED Company (Must be California Admitted): Is Company admitted in California? ® Yes ❑ No D. LIMITS (Must be $1 M or greater): What is limit provided? 1,000,000/2,000,000 E. ADDITIONAL INSURED ENDORSEMENT — please attach ® Yes ❑ No F. PRODUCTS AND COMPLETED OPERATIONS (Must (What is limits provided?) include): Is it included? (completed Operations status does F. PRIMARY & NON-CONTRIBUTORY WORDING (For Waste not apply to Waste Haulers or Recreation) ® Yes ❑ No G. ADDITIONAL INSURED FOR PRODUCTS AND G. HIRED AND NON -OWNED AUTO ONLY: COMPLETED OPERATIONS ENDORSEMENT (completed H. NOTICE OF CANCELLATION: Operations status does not apply to Waste Haulers) ® Yes ❑ No H. ADDITIONAL INSURED WORDING TO INCLUDE (The City its officers, officials, employees and volunteers): Is it included? ® Yes ❑ No I. PRIMARY & NON-CONTRIBUTORY WORDING (Must be included): Is it included? Z Yes ❑ No J. CAUTION! (Confirm that loss or liability of the named insured is not limited solely by their negligence) Does endorsement include "solely by negligence" wording? ❑ Yes X No K. ELECTED SCMAF COVERAGE (RECREATION ONLY): M N/A ❑ Yes ❑ No L. NOTICE OF CANCELLATION: ❑ N/A ® Yes ❑ No II. AUTOMOBILE LIABILITY EFFECTIVE/EXPIRATION DATE: 8/8/13-8/8/14 A. INSURANCE COMPANY: Infinity Insurance Company B. AM BEST RATING (A-: VII or greater) A:X C. ADMITTED COMPANY (Must be California Admitted): Is Company admitted in California? ® Yes ❑ No D. LIMITS - If Employees (Must be $1 M min. BI & PD and $500,000 UM, $2M min for Waste Haulers): What is limits provided? 1,000,000 E LIMITS Waiver of Auto Insurance / Proof of coverage (if individual) (What is limits provided?) N/A F. PRIMARY & NON-CONTRIBUTORY WORDING (For Waste Haulers only): ® N/A ❑ Yes ❑ No G. HIRED AND NON -OWNED AUTO ONLY: ❑ N/A ❑ Yes ® No H. NOTICE OF CANCELLATION: ❑ N/A ® Yes ❑ No III. WORKERS' COMPENSATION EFFECTIVE/EXPIRATION DATE: 4/5/14-4/5/15 A. INSURANCE COMPANY: State Fund B. AM BEST RATING (A-: VII or greater): 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: H. NOTICE OF CANCELLATION: ADDITIONAL COVERAGE'S THAT MAYBE REQUIRED IV. PROFESSIONAL LIABILITY V POLLUTION LIABILITY V BUILDERS RISK HAVE ALL ABOVE REQUIREMENTS BEEN MET? IF NO WHICH ITEMS NEED TO BE COMPLETED? Approved: 5/19/14 Agent of Alliant Insurance Services Date Broker of record for the City of Newport Beach • Yes ■ No ./ Yes ■ No 1,000,000 ./ Yes ■ No X ■ Yes ■ No ■ 9 Yes ■ No ® N/A ❑ Yes ❑ No ® NIA ❑ Yes ❑ No ■ ►1 ■ /1 ■ RISK MANAGEMENT APPROVAL REQUIRED (Non -admitted carrier rated less than _ Self Insured Retention or Deductible greater than $ ) ❑ N/A ❑ Yes ❑ No Reason for Risk Management approval/exception/waiver: Approved: Risk Management Date * Subject to the terms of the contract. 10IM---.1TA 0 s R:,i• i T,:r1.Ip GaMMMfthe extent hereinafter set forth. NOW, THEREFORE, We the undersigned principal, and, Intemational Fidelity Insurance Company duly authorized to transact business under the laws of the State of Califomia, as Surety, (referred to herein as "Surety`) are held and firmly bound unto the City of Newport Beach, in the sum of Seventy -One Thousand Two Hundred Ninety -Seven dollars and 001100 ($71,287.00) 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. • e111*1 Zs a. • r•.: r4 Witt ....-. • . - - ... • _ ! L - ! f r . ♦'.:: '.. 1 , h •... • e •. J:: 1. It Y • a- Ww"MQ• ::t • UIM cr •(: .: r- • • ^,• - •. /1 X11 :c. • • - •.ii of of •: Corporation page And Surety, for value received, hereby stipulatesand agrees that no changs, _ ... �.... s •�'..•» a r :• :♦ :A A :-; • .t; ;: obligations •:: iii. IN WITNESS WHERFOF, this Instrument has been duty executed by the above named Principaland Surety, on the 10 day of Ap�l A.J. Fistes Corporation By: Name of Contractor (Principal) Au International Fidelity Insurance Company By. Name of Surety wu 233 Wilshire Blvd_, #820, Santa Monica, CA 90401 Randy Spohn, Attome§-In-Fact Address of Surety Print Name and Title 877-395.7887 Telephone NOTARYACKNOWLEDOMENTS OF CONTRACTOR AND SURETYMUSTREAMACHED ► x_ State of California 1.1-TAIMP111 'a, it Notary AUVIlo-, personally appearM r. ,. �. . ♦-" .. t c •. • is ( _ foregoing paragraph Is trus and correct ANNAJl!AMNG WrrNESS my hand and official seat, COMW #1999948 m PUM t+em.mia LD !COUNTY� M COMM. Ex, JAN 2 2017 (seal) State of California County of Orange } SS. on April 10 2014 before me, Erika Guido Notary public, personally appeared Randy Spohn who proved to me on the basis of satisfactory evidence to be the perso whose nam €slate subscrt to the within Inatrtament and acknowledged to thaxe the same !n ' authorized capacity I), and that by ir-signatures on the Instrument.the person, or the entity upon i�ehalf of which e person acted, a led the MIA foregoing paragraph Is true and correct. t KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and ALLEGHENY CASUALTY COMPANY a corporation organized and existing under the laws of the State of Pennsylvania,' having their :principal office in the City of Newark, New Jersey, do hereby constitute and appoint RANDY SPOHN, MATTHEW R.'DOBYNS r I i Santa Ana, CA. their true and lawful attorneys) -in -fact to execute seal and deliver for and on its behalf as surety, any and all bonds and undertakings,. contracts of indemnity and other writings obligatory In the nature thereof, which are or may allowed, required or permitted by law, statute rule, re ulation, contract or otherwise and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said IN'�ERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged: by their ryyegularly elected officerys at their principal offices. yy ty y COMPANY and AItt.LE&ENis Y CASUALTY COMPANY ands granted under andby aU horny o the aliowawsresolutloe adopteed by� FIDELITY Board of$D Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 20th day of July, 20� and by the Board f Directors of ALLEGHENY :CASUALTY COMPANY at ameeting duly: held on the 95th day of August, 2000. "RESOLVED, that (11 the President, Vice President Executive Vice President or Secretary, of the Corporation shall have the power to appoint, and to revoke the appointments and oragents with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf f the Corporation and affix: the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obiiggations in the nature thereof or related thereto; and (2j any such Officers f the:Corporation fray appoint and revoke the appointnxin of joint -control custodians, agents foraccepptance of process, and Attorneys -in -fact with authority t0 execute waivers and consents on behalfof the Corporation; and 3). ) the signature of any such Offcer of ae Corporation and the Corporation's seal may be affixed by facsimile to any power 0f attorney or certification geven for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in the nature thereof or :related thereto, such siggnature and seals when so used whether heretofore'or hereafter; being hereby adoppted by the Corporation as thearigmal siggnature of such officer and the original seal f the Corporation, to be valid and binding uponaa Cwporabon with #hesame force and effect as though mawally affixed:' IN iWITNESS WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY have each executed and attested these presents on this 12th day of March,, 2012. STATE OF NEW JERSEY i Cp�SUttrl. D gay County of Essex 4 1936 ROBERT W. MINSTER Executive Vice President/ChiefO erating Officer. 'NSYLIX Nab (International Fidelity Insurance Company) and President (Allegheny Casualty Company) On this 12th day of March 2012, before me came the Individual who executed the preceding instrument, to me personally known, and, being byme duly sworn, said he is the therein described and authorized officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY; that the seals )affixed to said instrument are the Corporate Seals of said Companies; that: the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. IN TESTIMONY WHEREOF, i have hereunto set myy hand affixed my Official Seal, at the. City of Newark, New Jersey.; the day and year first above written. MARQ QNOTARY PUBLIC * 'k A NOTARY PUBLIC OF NEW JERSEY ,N d My Commission Expires Nov. 21, 2015 CERTIFICATION I, the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY do hereby certify that have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By -Laws of said Companies as set forth in said Powerof Attorney, with the originals on file in the home office of said companies, 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 TESTIMONY WHEREOF, i have hereunto set my hand this 10 day of April, 2014. • i • + NEWPORT FINAL BOND s 0648479 The premium charges on this Bond Is $ 856.00 'being at the rate of $12.00 thousand of the Contact •: F' WHEREAS, the City of Newport Bead, State of California, has awarded to A.J. FISTES CORPORATION hereinafter designated as the °Prindpal," a contract for Newport Coast Community Center Stage Remodel in the City of Newport Beach, In strict cordbrm ty 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 .- terms thereof. _ ormance of the •Tte NOW, •- r : • f ' � Mie. G C •' • I:: y -.! e'�• } _ • 11,371; Flu. As a part of the obligation secured hereby, and In addition to the face amount specified In this Perforrriance Bond, two shall be Included costs and reasonable expenses and fees, including reasonable attorneys fees, Incurred by City, only in the event City Is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. mro, to the Work or to the specliftcations. This FaRW Performance Bond shall be extended and maintained by the of the Project by City. In the event that the Principal executed this bond as an individual, It Is agreed rkat Ike f-.( i' h. i.-*k?ll nit r -IN WITNESS •: •� •., A under this Bond. WHEREOF,this Instrumenthas beek duly executed is the Principal and Surety above named, on the 10 day of April I ..20L14--- A.J. Fistes Corporation Name of Contractor-(Nncipal) International Fidelity Insurance Company Name of Surety 233 Wilshire Blvd., #820, Santa Monica, CA 90401 Address of Surety 877-395.7887 Telephone LE Randy Spohn, Attdrney-In-Fact Print Name and Title 1VOTARYACKNOWLEDGmENTS A.J. Flstes Corporation Page C-2 State of C Iffomia county 0'� Lf' - on n.•10B 20_f— before me, v A Notary Public, personally appeared Jim ,11011*26wi. instrument . f e State of Califomia County of Orange S 6a • �c (seal) On April 10 2Q14 before Me. Erika Guido Notary Public, personally appeared Randy Sohn who Proved to me on thein asis of satisfactory evidence to be the person whose name talars subscrib the wiinstrument and acknowledged to met th sate the saM# Bn i uthorised cepa ), and that by Ther - ignatures on the insbvma #1e person ersor the entity upon shelf whichrree `ectad, ted the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. w my- clal seal. ka Guido, Notary Public FAM12FIMM-M 101f r u � • �c (seal) On April 10 2Q14 before Me. Erika Guido Notary Public, personally appeared Randy Sohn who Proved to me on thein asis of satisfactory evidence to be the person whose name talars subscrib the wiinstrument and acknowledged to met th sate the saM# Bn i uthorised cepa ), and that by Ther - ignatures on the insbvma #1e person ersor the entity upon shelf whichrree `ectad, ted the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. w my- clal seal. ka Guido, Notary Public FAM12FIMM-M 101f KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and ALLEGHENY CASUALTY COMPANY a corporation organized and existing under the laws of the State of Pennsylvania, having their principal office in the City of Newark, New Jersey, do hereby constitute and appoint RANDY SPOHN, MATTHEW R.'DOSYNS< I' Santa Arta, CA. their true and lawful attorneys)-in-fact to execute, seat and deliver for and on its behalf as surety, any and all bonds and undertakings,. contracts of indemnity and other wnfin s obligatory to the nature thereof, which are or may allowed, required or permitted by law, statute rule, re ulation, contract or otherwise COMPANYeandoALLEGHENY CASUAL7N COMPANY, of fs fully and amply, to. all ill be ntents and p rurpposes, asdift the sameIhhONAL d been duty e xecuted a d acknowledged by their regularly elected officers at their principal offices. This Power of Aftbrne� is and be revoked, pursuant to nd b authori of the -Laws of INTERNATIONAL ELITY INSURANCE COMPANY (INTERNATIONAL FIDELITY NSUURAN E COMPANYat granted m eting bulyaheld on the 20thdayd y o July, 2090 resolution d by thadopted Boa dd f D eDo s of of CASUALTY COMPANY at a meeting duly held on the 15th day of August, %00: "RESOLVED, that (1 the President, Vice President, Executive Vice President or Secretary of the Corporation shall have the power to a point, and to revoke the appointments of, the or agents with power and authority as defined or limded in their respective powers of attorney, an execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings; recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the .Corporation may appoint and revoke the appointments of joint-control custodians, agents foracceptance of process, and Attomeys-in-fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of :the Corporation and the Cc oration's seal may be affixed by facsimile to any power of attorney or certification given. or the execution of an bond, undertaking, recognizance, contract indemnity or other written obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter,' being hereby adopted by the Corporation as theoriginalsiggnature of such officer an the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and affect as though manualy affixed." IN :WITNESS WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY have each executed and attested these presents on this 12th day of March, 2012. STATE OF N County of EsseW JERSEY.,,,,�.,rL.,;„„"3Y c GMrvst)AI.PN cr,s at 1936 ROBERT sdcheeExecutive Vie ritrrf MINSTER Officer (international Fidelity Insurance Company) LVN and President (Allegheny Casualty: Company) On this 12th day of March 2012, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY ; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City. of Newark, New Jersey the day and year first above written. M�+�Q �/} NOTARY "� -.PUBLIC # * A NOTARY PUBLIC OF NEW JERSEY +2 My Commission Expires Nov. 21, 2015 `�,1ea� CERTIFICATION 1, the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY. and ALLEGHENY CASUALTY COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorneyand affidavit, and the copy of the Sections of the By-Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same arecorrect 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 TESTIMONY: WHEREOF, I have hereunto set my hand this 10 day of April, 2014. PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS NEWPORT COAST CENTER COMMUNITY CENTER STAGE REMODEL CONTRACT NO. 5540 INTRODUCTION PART 1 ---GENERAL PROVISIONS SECTION 2 SCOPE AND CONTROL OF THE WORK 2-6 WORK TO BE DONE SECTION 3 CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.3 Markup SECTION 4 CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.4 Inspection and Testing SECTION 6 PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK 6-1.1 Construction Schedule 6-7 TIME OF COMPLETION 6-7.1 General 6-7.2 Working Days 6-7.4 Working Hours 6-9 LIQUIDATED DAMAGES SECTION 7 RESPONSIBILITIES OF THE CONTRACTOR 7-5 PERMITS 7-7 COOPERATION AND COLLATERAL WORK 7-8 PROJECT SITE MAINTENANCE 1 1 1 1 1 1 2 2 2 2 2 2 2 3 3 3 3 4 4 4 4 5 7-8.4 Storage of Equipment and Materials 5 7-8.4.3 Storage of Equipment and Materials in Public Streets 5 7-8.5 Temporary Light, Power and Water 5 7-8.6 Water Pollution Control 5 7-8.6.2 Best Management Practices (BMPs) 5 7-10 PUBLIC CONVENIENCE AND SAFETY 6 7-10.1 Traffic and Access 6 7-10.4 Safety 6 7-10.4.1 Safety Orders 6 7-10.6 Notices to Residents 6 7-15 CONTRACTOR LICENSES 7 7-16 CONTRACTOR'S RECORDS/AS BUILT DRAWINGS 7 SECTION 9 MEASUREMENT AND PAYMENT 7 9-3 PAYMENT 7 9-3.1 General 7 9-3.2 Partial and Final Payment 8 PART 3 ---CONSTRUCTION METHODS SECTION 300 EARTHWORK 8 300-1 CLEARING AND GRUBBING 8 300-1.3 Removal and Disposal of Materials 9 300-1.5 Solid Waste Diversion 9 9-1 __ .0 . 01M CONTRACT NO. 5540 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans (Drawing No. B-5226-5); (3) the City's (2004 Edition), including Supplements; (4) Standard Specifications for Public Works Construction (2009 Edition), including supplements; (5) the applicable Codes shown on the Plans; and (6) Building Permits. Copies of the City's Standard Special Provisions and Standard Drawings may be purchased at Building News, Inc., 1612 South Clementine Street, Anaheim, CA 92802, 714-517-0970. The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: SECTION 2 - SCOPE AND CONTROL OF THE WORK Add to this section, `The work necessary for the completion of this contract consists of obtaining building permits, removing certain interior portions of the Newport Coast Community Center at 6401 San Joaquin Hills Road, and constructing building interior and exterior fencing improvements at the Center." SECTION 3 - CHANGES IN 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: SP 1 of 9 1) Labor ............................................ 15 2) Materials ....................................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 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 materials 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 materials. If needed, 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 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 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. SP2of9 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 City intends to issue the Notice To Proceed (NTP) to the Contractor on April 21, 2014. The Contractor shall complete all work under the Contract within twenty-five (25) consecutive working days of said NTP. The contractor therefore shall complete all construction work no later than May 23, 2014. The Contractor shall ensure the availability and delivery of all materials 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 1 st (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 31 st (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." 6-7.4 Working Hours Normal working hours are limited to 7:00 AM to 5:00 PM, Monday through Friday. 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:OOPM to 6:30 PM on weekdays or 8:00 AM to 6:00 PM on Saturday 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 SP3of9 Contractor shall pay for supplemental inspection costs of $146 per hour when such time periods are approved. 6-9 LIQUIDATED DAMAGES Revise sentence three to read: "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 Revise paragraph two, sentence one, to read: "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 disruption to public services as a result of construction operations." SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-5 PERMITS. Replace this section with "The project is deemed 'permit -ready' by the City's Building Department (Plan Check No. 0058-2014). The Contractor shall obtain building permits for the remodel from the Building Department. City of Newport Beach plan check, building permit and inspection fees will be waived." 7-7 COOPERATION AND COLLATERAL WORK. Add to this section: "The Community Center is open to the public during regular business hours. As such, the Contractor shall prepare and maintain the construction site in a safe manner so that the programmed activities at the Center will not be unnecessarily interrupted by the construction work to the extent possible. . To minimize the impact of stage construction, the Contractor shall: 1. Make every effort to conduct the work in a manner that will not interfere with with Center operations. 2. Provide barriers to control construction dust and debris at all times. 3. Remove construction debris from the work site at the end of each work day. 4. Provide restrooms, telephone and trash service for construction personnel. 5. Maintain continuous access to exit doors. 6. Park construction and personal vehicles along the north portion of the parking lot and as approved by the Engineer. SP4of9 7-8 PROJECT SITE MAINTENANCE 7-8.4 Storage of Equipment and Materials 7-8.4.3 Storage of Equipment and Materials in Public Streets Delete the first paragraph and add the following: Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by the Engineer in advance. 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. 7-8.5 Temporary Light, Power and Water. Add to this section: "The Contractor will have gratis use of the City's water and power at the site." 7-8.6 Water Pollution Control Add to this section, "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 Manua/ 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. SP5of9 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. 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 Traffic and Access Add to this section: Since the work site is in a public facility that will be open to the public during the construction work, the Contractor shall ascertain that the work site is fully delineated and all measures needed to warn the public of the construction activities shall be installed and maintained throughout the work duration. 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 (WATCH), also published by Building News, Inc. The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbon, and any other measures deemed necessary by the Engineer to safely direct the public around areas of construction. Such measures shall be shown on a Construction Zone Control Plans to be submitted to the City for review and approval a minimum of five (5) working days prior to the pre -construction meeting." 7-10.4 Safety 7-10.4.1 Safety Orders Add to this section: 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." 7-10.6 Notices to Residents Ten working days prior to starting work, the Contractor shall deliver a construction notice to residents within 500 feet of the project, describing the project and indicating the limits of construction. The City will provide the notice. Forty-eight hours prior to the start of construction, the Contractor shall distribute to the residents a second written notice prepared by the City clearly indicating specific dates in the space provided on the notice when construction operations will start for each SP6of9 block or street, what disruptions may occur, and approximately when construction will be complete. An interruption of work at any location in excess of 14 calendar days shall require re -notification. The Contractor shall insert the applicable dates and times at the time the notices are distributed. The written notices will be prepared by the City, but shall be completed and distributed by the Contractor. Errors in distribution, false starts, acts of God, strikes or other alterations of the schedule will require Contractor re -notification using an explanatory letter furnished by the City. 7-15 CONTRACTOR'S LICENSES From the time City Council contract award until completion of work, the Contractor shall possess a valid General Building Contractor "B" License issued by the State of California. At the start of work and until completion of work, 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 Revise paragraph two to read: 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 SP7of9 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 Mobilization and Demobilization: Work under this item shall include providing bonds, insurance and financing, establishing a field office, preparing the BMP Plan and construction schedule, and all other related work as required by the Contract Documents. It 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. Item No. 2 Remodel Stage: Unless otherwise specified by another bid item on the Proposal, Work under this item shall include the cost of all equipment, materials, and labor to construct the improvements shown on the Plans complete and in place. The cost of any other work not specifically called out on the Plan but are typically included in common practice as a part of the installed improvements shall be made a part of the submitted bid amount. Item No. 3 Install Decorative Fencing: Work under this Item shall include the cost of all equipment, materials, and labor for site preparation; construct fencing footing; furnish the decorative fencing; and install the fencing complete and in place. Contractor shall use caution when preparing the site and during fencing installation to avoid damaging any of the existing improvements. The cost of making repairs to damages done to the existing improvements shall be borne by the Contractor. Item No. 4 Provide As -Built Plans: Work under this item shall include all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $500.00 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 3 CONSTRUCTION METHODS SECTION 300 ---EARTHWORK SP8of9 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." 300-1.5 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." The Contractor shall fully comply with the following ARCHITECT'S TECHNICAL SPECIFICATIONS which augment, but are not referenced to, sections of the Standard Specifications for Public Works Construction. SP9of9 City of Newport Beach Contract No. 5540 TS -1 r�. CITY OF NEWPORT BEACH 6401 San Joaquin Hills Road Newport Coast, CA 92660 LI7 DOUGHERTY + DOUGHERTY ARCHITECTS LLP 3194 AIRPORT LOOP COSTA MESA, CA 92626-3405 (714) 427.0277 SPECIFICATIONS February 14, 2014 TABLE OF CONTENTS DIVISION 1— GENERAL REQUIREMENTS Section 01 1000 Summary of work Section 01 3000 Administrative requirements Section 01 3216 Construction progress schedule Section 01 4000 Quality requirements Section 01 5000 Temporary facilities and controls Section 01 6000 Product Requirements Section 01 7000 Execution and closeout requirements Section 01 7800 Closeout Submittals DIVISION 2— EXISTING CONDITIONS Section 02 4100 Demolition DIVISION 6 — WOOD AND PLASTICS Section 06 1000 Rough Carpentry Section 061600 Sheathing DIVISION 7 — THERMAL AND MOISTURE PROTECTION Section 07 2100 Building Insulation Section 07 6200 Sheet Metal Flashing DIVISION 8 — DOORS AND WINDOWS Section 08 1113 Standard Steel Doors and Frames Section 08 7100 Door Hardware Section 088000 Glazing DIVISION 9 — FINISHES Section 09 2116 Gypsum Assemblies Section 09 2400 Lath and Plaster Section 09 8000 Acoustical Treatments Section 09 9000 Painting and Coating DIVISION 10 —SPECIALTIES Section 101101 Visual Display Boards Section 10 1124 Tackable Wall Surface Section 101400 Signs DIVISION 11— EQUIPMENT Section 114800 Athletic Pads Section 115200 Mounting Brackets UUNVtN,AUN Ur STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER TABLE OF CONTENTS DIVISION 12 — FURNISHINGS Section 12 2400 Window Shades DIVISION 32 — EXTERIOR IMPROVEMENTS Section 32 3119 Decorative Metal fences and gates EXISITNG FINISH LIST (FOR REFERENCE ONLY) END OF TABLE OF CONTENTS CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER TABLE OF CONTENTS PAGE SECTION 011000 -SUMMARY OF WORK 21301.10- 01-11-2014 PART 1 -GENERAL 1.1 PROJECT DESCRIPTION A. Work will be constructed under a single general construction contract. B. The work will include the conversion of the plafform/stage area to a child development center by adding an infill wall at the opening on the gym side and rated hollow metal storefront doors and a rated infill wall at the exterior opening. 1.2 RELATED DOCUMENTS A. General Conditions. 1.3 STANDARD REFERENCES A. Any material or procedure specified by reference to number, symbol, or title of a specific standard, such as a commercial standard, a Federal Specification, a trade association standard, or other similar standard document shall comply with requirements in latest revision thereof and any amendment or supplement thereto in effect on date of executed Contract, except as limited to type, class or grade, or modified in such reference. 1.4 REQUIREMENTS OF REGULATORY AGENCIES A. Construction shall be in conformance with the most currently adopted editions of the following Codes: 1. California Building Code, CCR, Tide 24, Part 2. 2. California Fire Code, CCR, Title 24, Part 9. 3. Americans with Disabilities Act; Accessibility Guidelines for Buildings and Facilities. 1.5 OCCUPATIONAL SAFETY AND HEALTH ACT REQUIREMENTS A. During the entire construction period maintain conditions at the Project site so as to meet in all respects the requirements of the Federal Occupational Safety and Health Administration (OSHA). This provision shall cover the Contractors employees and all other persons working upon or visiting the site. 1.6 COORDINATION REQUIREMENTS A. Coordinate the Work so as to minimize conflicts and optimize efficiency. B. Coordinate scheduling, submittals, and Work of the various Sections of Specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. C. Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER SUMMARY OF WORK Gi(i[IIiI13 D. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of City's activities. 1.7 UTILITY AND BUILDING SYSTEM COORDINATION A. Notify Architect if conditions are discovered which would prevent the completed construction from conforming to the requirements of the Work. B. Coordinate space requirements and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. C. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. 1.8 OWNER'S OCCUPANCY A. Owner intends to continue to occupy adjacent portions of the existing building during the entire construction period. B. Cooperate with owner to maximize conflict and to facilitate owner's operations. C. Schedule the work to accommodate Owner occupancy. 1.10 CONTRACTOR USE OF SITE AND PREMISES A. Construction Operations: Limited to areas designated by the Construction Manager and approved by the Owner. B. Arrange use of site and premises to allow: 1. Owner occupancy. C. Provide access to and from site as required by law and by Owner: 1, Emergency Building Exits During Construction: Keep exits required by code open during construction period, provide temporary exit signs if exit routes are temporarily altered. 2. Do not obstruct roadways, sidewalks, or other public ways without permit. D. Existing building spaces may not be used for storage. E. Time Restrictions: 1. Comply with City Ordinances, noise limited to 65db between 7 AM and 10 PM per City Ordinance. F. Utility Outages and Shutdown: 1. Limit disruption of utility services to hours the building is unoccupied. 2. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system, without 7 days' notice to Owner and authorities having jurisdiction. 3. Prevent accidental disruption of utility services to other facilities. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 011000 01 1000 -2 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER SUMMARY OF WORK SECTION 013000 — ADMINISTRATIVE REQUIREMENTS 21301.10 - 01-11-2014 PART 1GENERAL 1.01 SECTION INCLUDES A. Preconstruction meeting. B. Progress meetings. C. Construction progress schedule. D. Submittals for review, information, and project closeout. E. Submittal procedures. 1,02 RELATED REQUIREMENTS A. Section 013216 - Construction Progress Schedule: Form, content, and administration of schedules. B. Section 017000 - Execution and Closeout Requirements: Additional coordination requirements. C. Section 017800 - Closeout Submittals: Project record documents. 1.03 PROJECT COORDINATION A. Project Coordinator: Construction Manager or Owner. B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field sheds, for Owner access, traffic, and parking facilities. C. During construction, coordinate use of site and facilities through the Project Coordinator. D. Comply with Project Coordinator's procedures for intra -project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts. E. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities. F. Coordinate field engineering and layout work under instructions of the Project Coordinator. G. Make the following types of submittals to Architect through the Project Coordinator: 1. Requests for information. 2. Requests for substitution. 3. Shop drawings, product data, and samples. 4. Test and inspection reports. 5. Applications for payment and change order requests. 6. Progress schedules. 7. Closeout submittals. PART 2PRODUCTS -NOT USED PART 3 EXECUTION 3.01 CONTRACTOR MEETINGS A. Conduct trade preconstruction meeting with each trade to review scope and schedule prior to start of work. UUNVEKstUN OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER ADMINISTRATIVE REQUIREMENTS 013000-1 B. Conduct coordination meetings with multiple trades prior to start of work in cases where more than two trades are working simultaneously in the same work area, or where two or more trades' work intersects, or impacts the other. 3.02 PRECONSTRUCTION MEETING A. Owner will schedule a meeting after Notice of Award. B. Attendance Required: 1. Owner. 2. Architect, 3. Contractor. 4. Construction Manager. C. Agenda: 1. Execution of Owner- Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents, 4. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 5. Designation of personnel representing the parties to the Contract, Owner, Construction Manager and Architect. 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 7. Scheduling. 8. Review site logistics plans, site safety plans and construction sequencing. D. Record minutes and distribute copies within 48 hours after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 3.03 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at weekly intervals. B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings. C. Attendance Required: Job superintendent, Owner, Architect, subcontractors as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress and three week look -ahead. 3. Field observations, issues, and decisions. 4. Identification of issues that impede, or will impede, planned progress including open RFIs. 5. Review of submittals schedule and status of submittals. 6. Maintenance of progress schedule. 7. Corrective measures to regain projected schedules. 8. Planned progress during succeeding work period. 01 3000 -2 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER ADMINISTRATIVE REQUIREMENTS 9. Maintenance of quality and work standards. 10. Effect of proposed changes on progress schedule and coordination. 11. Other business relating to Work. E. Record minutes and distribute copies within 48 hours after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made. 3.04 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. Samples will be reviewed only for aesthetic, color, or finish selection. D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below. 3.05 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: 1. Design data. 2. Certificates upon completion of installation. 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 7. Other types indicated. B. Submit for Architect's knowledge as contract administrator and to Owner. 3.06 SUBMITTALS FOR PROJECT CLOSEOUT A. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents with field marked as -built drawings. 2. Operation and maintenance data. 3. Warranties. 4. Bonds. 5. Training Manuals 6. Other types as indicated. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER ADMINISTRATIVE REQUIREMENTS 3 013000- B. Submit for Owner's benefit during and after project completion. 3.07 NUMBER OF COPIES OF SUBMITTALS A. Documents: Submit one electronic copy in PDF format; an electronically -marked up file will be returned. Create PDFs at native size and right -side up; illegible files will be rejected. B. Upon review and acceptance of submittals, provide two hard copies to the Owner. C. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect. After review, produce duplicates. Retained samples will not be returned to Contractor unless specifically so stated. 3.08 SUBMITTAL PROCEDURES A. Submit complete list of submittals no later than 10 days after notice to proceed. B. Submittals must be submitted and review completed and accepted prior to the start of work. C. Submittals are to be complete for all items in each specification section. Partial submittals may not be reviewed. D. Transmit each submittal with a transmittal. E. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. F. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. G. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. H. Deliver submittals to Architect via email, Contractor's website or other method specified by the Owner. Provide email notification when submittals are loaded to website. 1. Schedule submittals to expedite the Project, and coordinate submission of related items. J. For each submittal for review, allow 10 business days excluding delivery time to and from the Contractor. K. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work. Describe proposed substitutions or equals on the submittal cover. Accepting a submittal that does not identify deviations from the contract does not constitute acceptance of the deviations. L. Provide space for Contractor and Architect review stamps. M. When revised for resubmission, identify all changes made since previous submission. N. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. 0. Submittals not requested will not be recognized or processed. END OF SECTION 0130004 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER ADMINISTRATIVE REQUIREMENTS SECTION 013216 - CONSTRUCTION PROGRESS SCHEDULE 21301.10 - 01-11-2014 PART 1 GENERAL 1.01 SECTION INCLUDES A. Preliminary schedule. B. Construction progress schedule, bar chart type. 1.02 RELATED SECTIONS A. Section 013000 - Administrative Requirements 1.03 REFERENCES A. AGC (CPSM) - Construction Planning and Scheduling Manual; Associated General Contractors of America; 2004. 1.04 SUBMITTALS A. Within 10 days after notice to proceed, submit complete, detailed construction schedule 1. Submit three copies of the schedule on no more than two pages, use full size sheets if necessary. 2. Submit two copies of schedule in 11 by 17 format, landscape. B. Submit updated schedule with each Application for Payment. C. Submit resume of scheduler. D. Submit Work Breakdown Structure (WBS). 1.05 QUALITY ASSURANCE A. Scheduler: Contractor's personnel or specialist Consultant specializing in CPM scheduling with three years minimum experience in scheduling construction work of a complexity comparable to this Project, and having use of computer facilities capable of delivering a detailed graphic printout within 48 hours of request. 1.06 SCHEDULE FORMAT A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number. PART 2 PRODUCTS 2.01 Not Applicable PART 3 EXECUTION 3.01 NETWORKANALYSIS A. Prepare network analysis diagrams and supporting mathematical analyses using the Critical Path Method. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER CONSTRUCTION PROGRESS SCHEDULE 01 3216 -1 B. Illustrate order and interdependence of activities and sequence of work; how start of a given activity depends on completion of preceding activities, and how completion of the activity may restrain start of subsequent activities. C. Mathematical Analysis: Tabulate each activity of detailed network diagrams, using calendar dates, and identify for each activity: 1. Preceding and following event numbers. 2. Activity description. 3. Estimated duration of activity, in maximum 15 day intervals. 4. Earliest start date. 5. Earliest finish date. 6. Actual start date. 7. Actual finish date. 8. Latest start date. 9. Latest finish date. 10. Total and free float; float time shall accrue to Owner and to Owner's benefit. 3.02 REVIEW AND EVALUATION OF SCHEDULE A. Participate in joint review and evaluation of schedule with Architect at each submittal. B. Evaluate project status to determine work behind schedule and work ahead of schedule. C. After review, revise as necessary as result of review, and resubmit within two business days. 3.03 UPDATING SCHEDULE A. Maintain schedules to record actual start and finish dates of completed activities. B. Indicate progress of each activity to date of revision, with projected completion date of each activity. C. Annotate diagrams to graphically depict current status of Work. D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes. E. Indicate changes required to maintain Date of Substantial Completion, 3.04 UPDATE INTERVALS A. Provide monthly updates from notice to proceed to start of construction. B. Provide updates every other week during construction. 3.05 DISTRIBUTION OF SCHEDULE A. Distribute copies of updated schedules to Contractors project site file, Architect, and Owner. END OF SECTION 01 3216- 2 CONVERSION OF STAGE PALTFORM NEWPORT COAST COMMUNITY CENTER CONSTRUCTION PROGRESS SCHEDULE SECTION 014000 QUALITY REQUIREMENTS PART 1GENERAL 1.01 SECTION INCLUDES A. Quality assurance submittals. B. Control of installation. C. Tolerances. 1.02 RELATED REQUIREMENTS A. Section 013000 - Administrative Requirements: Submittal procedures. 1.03 REFERENCE STANDARDS A. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation; 2013a. 1.04 SUBMITTALS A. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data. 1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. B. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. 1.05 REFERENCES AND STANDARDS A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code. C. Obtain copies of standards where required by product specification sections PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER QUALITY REQUIREMENTS 014000-1 A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 3.02 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. 3.03 TESTING AND INSPECTION A. Testing Agency Duties: 1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services. 2. Perform specified sampling and testing of products in accordance with specified standards. 3. Ascertain compliance of materials and mixes with requirements of Contract Documents, 4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work or products. 5. Perform additional tests and inspections required by Architect. 6. Submit reports of all tests/inspections specified. B. Limits on Testing/Inspection Agency Authority: 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Agency may not approve or accept any portion of the Work. 3. Agency may not assume any duties of Contractor. 4. Agency has no authority to stop the Work. C. Contractor Responsibilities: 014000-2 Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs. 2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities. 3. Provide incidental labor and facilities: CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER QUALITY REQUIREMENTS a. To provide access to Work to be tested/inspected. b. To obtain and handle samples at the site or at source of Products to be tested/inspected. c. To facilitate tests/inspections. d. To provide storage and curing of test samples. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. 6. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. D. Re -testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by the Architect. E. Re -testing, re -inspection, stand-by time, and other cost or time impacts required because of non-conformance to specified requirements shall be paid for by the Contractor. 3.05 POST INSTALLED ANCHORS A. Test post installed anchors in concrete curbs at new walls per CBC 1916A.7 3.06 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements. B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment. END OF SECTION CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER QUALITY REQUIREMENTS 014000-3 SECTION 015000 TEMPORARY FACILITIES AND CONTROLS 21301.10 - 01-11-2014 PART 1GENERAL 1.01 SECTION INCLUDES A. Temporary utilities. B. Temporary telecommunications services. C. Temporary sanitary facilities. D. Temporary Controls: Barriers, enclosures, and fencing. E. Security requirements. F. Vehicular access and parking. G. Waste removal facilities and services. H. Field offices. 1.02 TEMPORARY UTILITIES A. Contractor may use Owner's existing utilities on the site at no charge. B. Contractor to provide equipment and devices to properly tap into existing utilities or to increase capacity of utilities if Owner's capacity is not adequate. 1.03 TELECOMMUNICATIONS SERVICES A. Provide, maintain, and pay for telecommunications services to the Project Manager and Project Superintendent. B. Telecommunications services shall include: 1. Cell phone lines: One line, minimum; per person. 2. Email: Account/address reserved for project use for each person. 1.04 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization. B. Maintain daily in clean and sanitary condition. 1.05 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building, C. Protect non -owned vehicular traffic, stored materials, site, and structures from damage. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER TEMPORARY FACILITIES AND CONTROLS 01 5000 -1 1.06 FENCING A. Areas of work including storage and lay down areas are to be separated from staff by fencing. B. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks. 1.07 SECURITY A. Provide security and facilities to protect Work, existing facilities, and Owners operations from unauthorized entry, vandalism, or theft. Do not disable Owner's security system without notification. 1.08 VEHICULAR ACCESS AND PARKING A. Coordinate access and haul routes with governing authorities and Owner. B. Provide and maintain access to fire hydrants, free of obstructions. C. Limited parking is available on site. Make provisions for contractor parking with the school's staff. D. Manage trade workers parking areas ensuring workers only parked in approved areas. E. Do not use parking areas for lunch or coffee breaks. 1.09 WASTE REMOVAL A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. B. Work areas to be swept clean with waste removed to on-site, central location daily. C. Provide containers with lids. Haul -off trash from site weekly. D. If materials to be recycled or re -used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction. 1.10 FIELD OFFICES A. Field office is not required. PART 2PRODUCTS -NOT USED PART 3 EXECUTION - NOT USED END OF SECTION 01 5000- 2 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER TEMPORARY FACILITIES AND CONTROLS SECTION 016000 PRODUCT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. General product requirements. B. Transportation, handling, storage and protection. C. Product option requirements. D. Substitution limitations and procedures. E. Maintenance materials, including extra materials, spare parts, tools, and software. 1.02 RELATED REQUIREMENTS A. Section 014000 - Quality Requirements: Product quality monitoring. 1.03 REFERENCE STANDARDS 21301.10 - 01-11-2014 A. NFPA 70 - National Electrical Code; National Fire Protection Association; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. 1.04 SUBMITTALS A. Product Data Submittals: Submit manufacturer's standard published data and installation instructions. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. 1. Detail structural assemblies and structural connections to the building components. C. Sample Submittals: illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. PART 2 PRODUCTS 2.01 NEW PRODUCTS A. Provide new products only unless noted otherwise on the Drawings. 2.02 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers with a Provision for equal: Equal products are acceptable with Architect's or Owner's review. C. If specified product does not come with required options, select alternate manufacturer or customize product to suit. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER PRODUCT REQUIREMENTS 01 6000 -1 2.03 MAINTENANCE MATERIALS A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections. B. Deliver to a site selected by the Owner within the Districts boundaries; obtain receipt prior to final payment. Prior to delivery, coordinate delivery with Owner. PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Instructions to Bidders specify time restrictions for submitting requests for substitutions. B. Architect will consider requests for substitutions only within 15 days after date established in Notice to Proceed. C. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Organize in side-by-side tabular format with specified product attributes in the left column and proposed substitution in the right column. D. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. The installer is qualified or certified to install the proposed substitution. 4. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner. 5. Waives claims for additional costs or time extension that may subsequently become apparent. 6. Credit cost savings for substitutions to Owner. E. Substitution Submittal Procedure: 1. Submit one copy of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. The Architect will notify Contractor in writing of decision to accept or reject request. 4. If the product is accepted as equal, but additional information indicates that the product is not equal in a significant quality or property, the product will be removed and replaced at no cost to the Owner or a credit will be passed on to the Owner for diminished quality. 3.02 TRANSPORTATION AND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. B. Transport and handle products in accordance with manufacturers instructions. C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Promptly inspect shipments prior to off-loading and stockpiling to ensure that products comply with requirements, quantities are correct, and products are undamaged. E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 01 6000- 2 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER PRODUCT REQUIREMENTS F. Arrange for the return of packing materials, such as wood pallets, where economically feasible. G. Provide traffic control and flagmen for deliveries. 3.03 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication, B. Store and protect products in accordance with manufacturers' instructions. C. Store with seals and labels intact and legible. D. Store sensitive and absorbent products in weather tight, climate controlled, enclosures in an environment favorable to product. E. For exterior storage of fabricated products, place on sloped supports above ground and wrap in plastic. F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. G. Prevent contact with material that may cause corrosion, discoloration, or staining. H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. L Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. END OF SECTION Oxnard School District Brekke Elementary School PRODUCT REQUIREMENTS 016000-3 SECTION 017000 EXECUTION AND CLOSEOUT REQUIREMENTS 21301.10 - 01-11-2014 PART 1 GENERAL 1.01 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, except removal, disposal, and/or remediation of hazardous materials and toxic substances. C. Cleaning and protection. D. Closeout procedures, except payment procedures. 1.02 RELATED REQUIREMENTS A. Section 011000 - Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials. B. Section 013000 - Administrative Requirements: Submittals procedures. C. Section 014000 - Quality Requirements: Testing and inspection procedures. D. Section 017800 - Closeout Submittals: Project record documents, operation and maintenance data, warranties and bonds. 1.03 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013, 1.04 PROJECT CONDITIONS A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. B. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air -borne dust from dispersing into atmosphere and over adjacent property. C. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. 1. Indoors: Limit conduct of especially noisy interior work to times when the building is not occupied. 2. Provide sound attenuation systems to prevent disruption of staff and students, neighboring residents and to meet City noise ordinance requirements. 1.05 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Notify affected utility companies and comply with their requirements. C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 -1 D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. Exposed piping or ducts will not be allowed unless specifically noted as such on the Drawings. F. Coordinate completion and clean-up of work of separate sections. G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. PART 2 PRODUCTS 2.01 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. See 02 4050 Cutting and Patching for additional information. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take Feld measurements before confirming product orders or beginning fabrication, to minimize waste due to over - ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. G. Verify Drawings are coordinated and match existing conditions prior to start of Work. 3.02 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 01 7000- 2 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER EXECUTION AND CLOSEOUT REQUIREMENTS 3.03 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.04 ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. Relocate items indicated on drawings. 3. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish. 4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, Telecommunications, and Fire Alarm: Remove, relocate, and extend existing systems to accommodate new construction. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel. 2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply, distribution, and equipment as required. 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. a. Disable existing systems only to make switchovers and connections; minimize duration of outages. b. Provide temporary connections as required to maintain existing systems in service. 4. Verify that abandoned services serve only abandoned facilities. 5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER EXECUTION AND CLOSEOUT REQUIREMENTS 017000-3 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. E. Adapt existing work to fit new work: Make as neat and smooth transition as possible. F. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish. G. Refinish existing surfaces as indicated: Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match. H. Clean existing systems and equipment. I. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do not burn or bury. J. Do not begin new construction in alterations areas before demolition is complete. K. Comply with all other applicable requirements of this section. 3.05 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. B. See Alterations article above for additional requirements. C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non -conforming work. D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. G. Restore work with new products in accordance with requirements of Contract Documents, H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07 8400, to full thickness of the penetrated element. J. Patching: fiyilrlrbS! CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER EXECUTION AND CLOSEOUT REQUIREMENTS Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.06 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. Broom sweep work areas at the end of each day. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Clean parking areas daily, including street parking used by workers. E. Sweep parking areas, driveways and streets used for the Work. Removal oil and other stains left by equipment or worker vehicles. F. Collect and remove waste materials, debris, and trash/rubbish from work area daily and dispose off-site weekly; do not burn or bury. 3.07 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible. 3.08 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. B. Test and balance HVAC systems affected by the work. 3.09 FINALCLEANING A. Use cleaning materials that are nonhazardous. B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER EXECUTION AND CLOSEOUT REQUIREMENTS C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. E. Clean filters of operating equipment. F. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.10 CLOSEOUT PROCEDURES A. Make submittals that are required by City of Newport Beach or other authorities. B. Notify Architect when work is considered ready for Substantial Completion. C. Submit written certification that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's review. D. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to Owner -occupied areas. E. Notify Architect when work is considered finally complete. F. Complete items of work determined by Architect's final inspection. END OF SECTION 01 7000- 6 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER EXECUTION AND CLOSEOUT REQUIREMENTS SECTION 017800 CLOSEOUT SUBMITTALS PART 1GENERAL 1.01 SECTION INCLUDES A. Project Record Documents. B. Operation and Maintenance Data. C. Warranties and bonds. 1.02 RELATED REQUIREMENTS 21301.10 - 01-11-2014 A. Section 013000 - Administrative Requirements: Submittals procedures, shop drawings, product data, and samples. B. Section 017000 - Execution and Closeout Requirements: Contract closeout procedures. C. Individual Product Sections: Specific requirements for operation and maintenance data. D. Individual Product Sections: Warranties required for specific products or Work. 1.03 SUBMITTALS A. Project Record Documents: Submit documents to Architect with claim for final Application for Payment. B. Operation and Maintenance Data: 1. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit completed documents within ten days after acceptance. 2. Submit one copy of completed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection, with Architect comments. Revise content of all document sets as required prior to final submission. 3. Submit one set of revised final documents in electronic form within 10 days after final inspection. C. Warranties and Bonds: 1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within 10 days after acceptance. 2. Make other submittals within 10 days after Date of Substantial Completion, prior to final Application for Payment. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period. PART 2PRODUCTS -NOT USED PART 3 EXECUTION 3.01 PROJECT RECORD DOCUMENTS A. Maintain on site one set of the following record documents; record actual revisions to the Work: CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER CLOSEOUT SUBMITTALS 01 7800 -1 I . Drawings. 2. Addenda. 3. Change Orders and other modifications to the Contract. B. Ensure entries are complete and accurate, enabling future reference by Owner. C. Store record documents separate from documents used for construction. D. Record information concurrent with construction progress. E. Record Drawings: Legibly mark each item to record actual construction including: Field changes of dimension and detail. 2. Details not on original Contract drawings. 3.02 OPERATION AND MAINTENANCE DATA A. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. B. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings. C. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. 3.03 WARRANTIES AND BONDS A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until the Date of Substantial completion is determined. B. Verify that documents are in proper form, contain full information, and are notarized. C. Co -execute submittals when required. D. Retain warranties and bonds until time specified for submittal. END OF SECTION 01 7800- 2 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER CLOSEOUT SUBMITTALS SECTION 02 4100 — DEMOLITION 1911aKeW01:1111 1.01 SECTION INCLUDES A. Selective demolition of building elements for alteration purposes. 1.02 RELATED REQUIREMENTS A. Section 015000 - Temporary Facilities and Controls; Site fences, security, protective barriers, and waste removal. 1.03 REFERENCE STANDARDS A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition. B. NFPA 241- Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. PART 2 PRODUCTS — NOT USED PART 3 EXECUTION 3.01 SCOPE A. Remove other items indicated and as needed, for salvage, relocation, and replacement. 3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of structures and the public. 1. Obtain required permits. 2. Provide, erect, and maintain temporary barriers and security devices. 3. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 4. Do not close or obstruct roadways or sidewalks without permit. 5. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 6. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until built elements to be salvaged or relocated have been removed. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER DEMOLITION 02 4100 -1 D. If hazardous materials are discovered during removal operations, stop work and notify Architect and Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury. 3.03 EXISTING UTILITIES A. Protect existing utilities to remain from damage. B. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner. C. Do not close, shut off, or disrupt existing utility branches or take -offs that are in use without at least 3 days prior written notification to Owner. D. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. E. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 3.04 SELECTIVE DEMOLITION FOR ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. 2. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition. B. Remove existing work as indicated and as required to accomplish new work. Remove items indicated on drawings. C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove existing systems and equipment where indicated. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components. 2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. 3. Verify that abandoned services serve only abandoned facilities before removal. D. Protect existing work to remain. Prevent movement of structure; provide shoring and bracing if necessary. Perform cutting to accomplish removals neatly and as specified for cutting new work, 3. Repair adjacent construction and finishes damaged during removal work. 3.05 SALVAGE ITEMS A. Salvage the following items for city disposition. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER DEMOLITION 024100-2 I . Stage curtains 3.06 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and \Mnd-blown debris from public and private lands. END OF SECTION CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER DEMOLITION' 024100-3 SECTION 061000 -ROUGH CARPENTRY PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Framing with dimension lumber. 2. Wood blocking, cants, and nailers. 3. Wood furring and grounds. 4. Wood sleepers. B. Related Sections include the following: 1. Division 9 Section "Gypsum Board Assemblies." 1.2 DEFINITIONS A. Exposed Framing: Framing not concealed by other construction. 21301.00 - 01-11-2014 B. Dimension Lumber: Lumber of 2 inches nominal (38 mm actual) or greater but less than 5 inches nominal (114 mm actual) in least dimension. C. Lumber grading agencies, and the abbreviations used to reference them, include the following: APA: American Plywood Association, WCLIB: West Coast Lumber Inspection Bureau. WWPA: Western Wood Products Association. 1.3 SUBMITTALS A. Product Data: For each type of process and factory -fabricated product. Indicate component materials and dimensions and include construction and application details. 1. Include data for wood -preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained. 2. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. 3. Include copies of warranties from chemical treatment manufacturers for each type of treatment. 4. Composite wood manufacturer's product data for each composite wood product used indicating that bonding agent used contains no urea formaldehyde. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the ALEC Board of Review. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER ROUGH CARPENTRY 061000-1 1.4 DELIVERY, STORAGE, AND HANDLING A. Stack lumber flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings. PART 2 -PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: UBC Standard 23-1 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules -writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. Where nominal sizes are indicated, provide actual sizes required by UBC Standard 23-1 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. 3. Provide dressed lumber, S4S. 2.2 WOOD -PRESERVATIVE -TREATED LUMBER A. Preservative Treatment by Pressure Process: AWPA C2, except that lumber that is not in contact with the ground and is continuously protected from liquid water may be treated according to AWPA C31 with inorganic boron (SBX). Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. B. Kiln -dry lumber after treatment to a maximum moisture content of 19 percent at the time of installation. Do not use material that is warped or does not comply with requirements for untreated material. C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. D. Application: Treat items indicated on Drawings, and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 3. Wood floor plates that are installed over concrete slabs -on -grade. 2.3 DIMENSION LUMBER FRAMING A. Maximum Moisture Content: 19 percent at the time of installation. 2.4 MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. 06100-2 CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER ROUGH CARPENTRY B. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber Douglas Fir -Larch may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose. C. For furring strips for installing plywood or hardboard paneling, select boards with no knots capable of producing bent - over nails and damage to paneling. 2,5 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. Where rough carpentry is exposed to weather, in ground contact, pressure -preservative treated, or in area of high relative humidity, provide fasteners with hot -dip zinc coating complying with ASTM A 153/A 153M. B. Nails, Brads, and Staples: ASTM F 1667. C. Power -Driven Fasteners: NES NER-212, D. Wood Screws: ASME B18.6.1. E. Lag Bolts: ASME 818.2.1 (ASME B18.2.3.8M). F. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. G. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing and inspecting agency. Material: Carbon -steel components, zinc plated to comply with ASTM B 633, Class Fe/Zn 5. Material: Stainless steel with bolts and nuts complying with ASTM F 593 and ASTM F 594, Alloy Group 1 or 2 (ASTM F 738M and ASTM F 836M, Grade Al or A4). 2.6 METAL FRAMING ANCHORS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: C. Basis -of -Design Products: Subject to compliance with requirements, provide products indicated on Drawings or Approved Equal products by one of the following: 1. Alpine Engineered Products, Inc. 2. Cleveland Steel Specialty Co. 3. Harlen Metal Products, Inc. 4, KC Metals Products, Inc. 5, Simpson Strong -Tie Co., Inc. 6. Southeastern Metals Manufacturing Co., Inc. 7. USP Structural Connectors. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER ROUGH CARPENTRY 061000-3 D. Allowable Design Loads: exceed those indicated. engineering analysis and agency. PART 3 - EXECUTION Provide products with allowable design loads, as published by manufacturer, that meet or Manufacturer's published values shall be determined from empirical data or by rational demonstrated by comprehensive testing performed by a qualified independent testing 3.1 INSTALLATION, GENERAL A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. B. Framing Standard: Comply with AF&PA's "Details for Conventional Wood Frame Construction." C. Metal Framing Anchors: Install metal framing to comply with manufacturer's written instructions. D. Do not splice structural members between supports, unless otherwise indicated. E. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim. Provide metal clips for fastening gypsum board or lath at corners and intersections where framing or blocking does not provide a surface for fastening edges of panels. Space clips not more than 16 inches (406 mm) o.c. F. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities as indicated and as follows: 1. Fire block furred spaces of walls, at each floor level, at ceiling, and at not more than 96 inches (2438 mm) o.c. with solid wood blocking or noncombustible materials accurately fitted to close furred spaces. 2. Fire block concealed spaces of wood -framed walls and partitions at each floor level, at ceiling line of top story, and at not more than 96 inches (2438 mm) o.c. Where fire blocking is not inherent in framing system used, provide closely fitted solid wood blocks of same width as framing members and 2 -inch nominal- (38 - mm actual-) thickness. G. Sort and select lumber so that natural characteristics will not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement. H. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative -treated lumber. 1. Use inorganic boron for items that are continuously protected from liquid water. 2. Use copper naphthenate for items not continuously protected from liquid water. I. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: NES NER-272 for power -driven fasteners. J. Use common wire nails. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood; do not countersink nail heads, unless otherwise indicated. 06100-4 CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER ROUGH CARPENTRY K. For exposed work, arrange fasteners in straight rows parallel with edges of members, with fasteners evenly spaced, and with adjacent rows staggered. Comply with indicated fastener patterns where applicable. Before fastening, mark fastener locations, using a template made of sheet metal, plastic, or cardboard. Use finishing nails. Countersink nail heads and fill holes with wood filler. 3.2 WOOD GROUND, SLEEPER, BLOCKING, AND NAILER INSTALLATION A. Install where indicated and where required for screeding or attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. C. Provide permanent grounds of dressed, pressure -preservative -treated, key -beveled lumber not less than 1-112 inches (38 mm) wide and of thickness required to bring face of ground to exact thickness of finish material. Remove temporary grounds when no longer required. 3.3 FRAMING INSTALLATION A. Install joists with crown edge up and complying with requirements specified on drawings. 3.4 PROTECTION A. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet, apply EPA -registered borate treatment. Apply borate solution by spraying to comply with EPA -registered label. END OF SECTION 06100 CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER ROUGH CARPENTRY O6 1000-5 SECTION 061600 — SHEATHING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Wall sheathing. 2. Building paper. 3. Building wrap. 4. Sheathing joint -and -penetration treatment. 5. Flexible flashing at openings in sheathing. B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry". 1.2 SUBMITTALS 20301.00 - 01-11-2014 A. Product Data: For each type of process and factory -fabricated product. Indicate component materials and dimensions and include construction and application details. 1. Include data for wood -preservative treatment from chemical treatment manufacturer and certification by treating plant that treated plywood complies with requirements. Indicate type of preservative used and net amount of preservative retained. 2. For building wrap, include data on air -/moisture -infiltration protection based on testing according to referenced standards. B. Research/Evaluation Reports: For the following, showing compliance with building code in effect for Project: Preservative -treated plywood. Building wrap. 1.3 QUALITY ASSURANCE A. Fire -Test -Response Characteristics: For assemblies with fire -resistance ratings, provide materials and construction identical to those of assemblies tested for fire resistance per ASTM E 119 by a testing and inspecting agency acceptable to authorities having jurisdiction. B. Lumber Grading Agency: Certified by specified agency and approved by enforcement agency. 1. Plywood Grading Agency: Certified by specified agency and approved by enforcement agency. a. Provide Certificate of Inspection or grade mark by an approved inspection agency on each piece of lumber and plywood, indicating compliance with applicable standards of grading rules specified in the referenced standards and this Section. b. Provide quality mark by an approved inspection agency on each piece of preservative treated lumber and plywood, indicating compliance with applicable standards or grading rules specified in the referenced standards and this Section. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER SHEATHING bball*11Z1II C. Provide on-site or other approved quality control program acceptable to Architect and designed to test lumber materials prior to installation in order to demonstrate compliance with moisture content criteria. 1.4 DELIVERY, STORAGE, AND HANDLING A. Stack plywood and other panels flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings. PART 2 -PRODUCTS 2.1 WOOD PANEL PRODUCTS, GENERAL A. Plywood: DOC PS 1. B. Thickness: As needed to comply with requirements specified, but not less than thickness indicated. C. Factory mark panels to indicate compliance with applicable standard. D. APA rated in accordance with PS 1-95. 2.2 WALL SHEATHING A. Plywood Wall Sheathing: Exposure 1, Structural I sheathing. 1. Span Rating: Not less than 32/16. 2. Nominal Thickness: As indicated on drawings or to match existing if not noted. 2.3 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. For roof and wall sheathing, provide fasteners with hot -dip zinc coating complying with ASTM A 153/A 153M. B. Nails, Brads, and Staples: ASTM F 1667. C. Power -Driven Fasteners: NES NER-272. D. Wood Screws: ASME B18.6.1. E. Screws for Fastening Wood Structural Panels to Cold -Formed Metal Framing: ASTM C 954, except with wafer heads and reamer wings, length as recommended by screw manufacturer for material being fastened. 06160-2 1. For wall and roof sheathing panels, provide screws with organic -polymer or other corrosion -protective coating having a salt -spray resistance of more than 800 hours according to ASTM B 117. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER SHEATHING ek�ri9:01:f:10a*164eM10:1:"T :If0Lei 7191 t A. Building Wrap: ASTM E 1677, Type I air retarder; with flame -spread and smoke -developed indexes of less than 25 and 450, respectively, when tested according to ASTM E 84; UV stabilized; and acceptable to authorities having jurisdiction. Products: Subject to compliance with requirements, provide Tyvek wrap or equal: Water -Vapor Permeance: Per manufacturer's specifications through 1 sq, in of surface in 24 hours per ASTM E 96, Desiccant Method (Procedure A). Allowable UV Exposure Time: Not less than three months. B. Building -Wrap Tape: Pressure -sensitive plastic tape recommended by building -wrap manufacturer for sealing joints and penetrations in building wrap. 2.5 MISCELLANEOUS MATERIALS A. Flexible Flashing: Composite, self-adhesive, flashing product consisting of a pliable, rubberized -asphalt compound, bonded to a high-density, cross -laminated polyethylene film to produce an overall thickness of not less than 0.025 inch (0.6 mm). Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: a. Carlisle Coatings & Waterproofing; CCW-705-TWF Thru-Wall Flashing. b. MFM Building Products Corp.; Window Wrap. C. Polyguard Products, Inc.; Polyguard 300. B. Primer for Flexible Flashing: Product recommended by manufacturer of flexible flashing for substrate. PART 3 -EXECUTION 3.1 INSTALLATION, GENERAL A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction, unless otherwise indicated. C. Securely attach to substrate by fastening as indicated, complying with the following: NES NER-272 for power -driven fasteners. D. Use common wire nails. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections. Install fasteners without splitting wood. E. Coordinate wall and roof sheathing installation with flashing and joint -sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through completed assembly. R Coordinate sheathing installation with installation of materials installed over sheathing so sheathing is not exposed to precipitation or left exposed at end of the workday when rain is forecast. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER SHEATHING 061600-3 3.2 WOOD STRUCTURAL PANEL INSTALLATION A. General: Comply with applicable recommendations in APA Form No. E30S, "Engineered Wood Construction Guide," for types of structural -use panels and applications indicated. B. Fastening Methods: Fasten panels as indicated below: Wall Sheathing: a. Nail to wood framing. b. Space panels 1/8 inch (3 mm) apart at edges and ends. 3.3 WEATHER -RESISTANT SHEATHING -WRAP INSTALLATION A. General: Cover sheathing with weather -resistant sheathing wrap as follows: B. Building Wrap: Comply with manufacturer's written instructions. 1. Seal seams, edges, fasteners, and penetrations with tape. 2. Extend into jambs of openings and seal corners with tape. 3.4 SHEATHING JOINT -AND -PENETRATION TREATMENT A. Seal sheathing joints according to sheathing manufacturer's written instructions. Apply elastomedc sealant to joints and fasteners and trowel flat. Apply sufficient quantity of sealant to completely cover joints and fasteners after troweling. Seal other penetrations and openings. 3.5 FLEXIBLE FLASHING INSTALLATION A. Apply flexible flashing to comply with manufacturers written instructions. Prime substrates as recommended by flashing manufacturer. Lap seams and junctures with other materials at least 4 inches (100 mm), except that at flashing flanges of other construction, laps need not exceed flange width. Lap flashing over weather -resistant building wrap at bottom and sides of openings. Lap weather -resistant building wrap over flashing at heads of openings. After flashing has been applied, roll surfaces with a hard rubber or metal roller to ensure that flashing is completely adhered to substrates. 3.6 PROTECTION A. Paper -Surfaced Gypsum Sheathing: Protect sheathing by covering exposed exterior surface of sheathing with weather -resistant sheathing wrap securely fastened to framing. Apply covering immediately after sheathing is installed. END OF SECTION O6 1600 06160-4 CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER SHEATHING SECTION 07 2100 - BUILDING INSULATION PART 1 - GENERAL 1.1 SUMMARY A. Section includes insulation for walls 1.2 SUBMITTALS A. Submittals: Product Data for each type of insulation product specified. 1.3 QUALITY ASSURANCE 20301.00 - 01-11-2014 A. Fire -Test -Response Characteristics: Provide insulation and related materials with the fire -test -response characteristics indicated as determined by testing identical products per ASTM E 84, ASTM E 119, or ASTM E 136 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency. PART 2 -PRODUCTS 2.1 General: A. Provide insulating materials that comply with requirements and with referenced standards. 1. Preformed Units: Sizes to fit applications indicated; selected from manufacturer's readily available thicknesses, widths, and lengths. Sizes selected shall minimize joints and shall fully fill spaces between studs, joists, etc. 2. Formaldehyde -Free: provide batts free of formaldehyde. B. Provide thermal insulation with the following R values: 1. R-19 at Walls. C. Unfaced Mineral -Fiber Blanket Sound Control Insulation: ASTM C 665, Type I (blankets without membrane facing) of type described below: 1. Mineral -Fiber Type: Fibers manufactured from glass, slag wool, or rock wool; 3-1/2 inch thick. 2. Manufacturer: Johns Manvile Sound -Shield Free, or equal. 3. Surface -Burning Characteristics: Maximum flame -spread and smoke -developed indices of 25 and 50, respectively. PART 3 - EXECUTION A. Installation, General: Comply with insulation manufacturer's written instructions applicable to products and application indicated. 1. Install insulation that is undamaged, dry, unsoiled, and has not been exposed at any time to moisture. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER BUILDING INSULATION 07 2100 -1 2. Extend insulation in thickness indicated to envelop entire area to be insulated with minimum joints in boards or facings. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. 3. Apply single layer of insulation to produce thickness indicated, unless multiple layers are otherwise shown or required to make up total thickness. 4. Extend vapor retarder to extremities of areas to be protected. Secure in place with adhesives, tape, or other manufacturer recommended system. 5. Support insulation with wires as required. B. Protect installed insulation and infiltration barrier from damage due to harmful weather exposures, physical abuse, and other causes. END OF SECTION 07 2100 07210-2 CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER BUILDING INSULATION SECTION 07 6200 - SHEET METAL FLASHING PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Metal counter flashing and counterflashing. B. Related Sections: 1. Section 061000 - Rough Carpentry 2. Section 07920 - Joint Sealants 1.2 SUBMITTALS 20301.00 - 01-11-2014 A. Product data, Flashing, Sheet Metal, and Accessories: Manufacturer's technical product data, installation instructions and general recommendations for each specified sheet material and fabricated product. B. Shop drawings showing layout, profiles, methods of joining, and anchorages details, including major counterflashings, trim/fascia units, and joint systems. Provide layouts at 114 -inch scale and details at 3 -inch scale. 1.3 PROJECT CONDITIONS A. Coordinate work of this section with interfacing and adjoining work for proper sequencing of each installation. Ensure best possible weather resistance and durability of work and protection of materials and finishes. PART 2 -PRODUCTS 2.1 SHEET METAL FLASHING AND TRIM MATERIALS A. Copper Sheet: ASTM B 370, Temper H00 or H01, cold -rolled copper sheet. B. Fasteners: Same metal as flashing/sheet metal or other non -corrosive metal as recommended by sheet manufacturer. Match finish of exposed heads with material being fastened. C. Bituminous Coating: SSPC - Paint 12, solvent -type bituminous mastic, nominally free of sulfur, compounded for 15 -mil dry film thickness per coat. D. Mastic Sealant: Polyisobutylene; nonhardening, nonskinning, non- drying, nonmigrating sealant. E. Reglets: Copper of type and profile indicated, compatible with flashing indicated, noncorrosive. F. Metal Accessories: Provide copper sheet clips, straps, anchoring devices, and similar accessory units as required for installation of work, matching or compatible with material being installed, size and gage required for performance. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER SHEET METAL FLASHING 07 6200 -1 2.2 FABRICATED UNITS A. General Metal Fabrication: Shop -fabricate work to greatest extent possible. Comply with details shown and with applicable requirements of SMACNA "Architectural Sheet Metal Manual" and other recognized industry practices. Fabricate for waterproof and weather -resistant performance, with expansion provisions for running work, sufficient to permanently prevent leakage, damage, or deterioration of the work. Form work to fit substrates. Comply with material manufacturer instructions and recommendations for forming material. Form exposed sheet metalwork Without excessive oil -canning, buckling, and tool marks, true to line and levels indicated, with exposed edges folded back to form hems. B. Seams: Fabricate nonmoving seams in sheet metal with flat -lock seams. Edges to be seamed, form seams, and solder C. Expansion Provisions: Where lapped or bayonet-type expansion provisions in work cannot be used or would not be sufficiently water/weatherproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). D. Sealant Joints: Where movable, nonexpansion type joints are indicated or required for proper performance of work, form metal to provide for proper installation of elastomeric sealant, in compliance with SMACNA standards. E. Separations: Provide for separation of metal from noncompatible metal or corrosive substrates by coating concealed surfaces at locations of contact, with bituminous coating or other permanent separation as recommended by manufacturer/fabricator. PART 3 - EXECUTION 3.1 INSTALLATION REQUIREMENTS A. General: Except as otherwise indicated, comply with manufacturer's installation instructions and recommendations and with SMACNA "Architectural Sheet Metal Manual." Anchor units of work securely in place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weatherproof. B. Bed flanges of work in a thick coat of bituminous roofing cement where required for waterproof performance. C. Install reglets to receive counterflashing in manner and by methods indicated. Where shown in masonry, furnish reglets to trades of masonry work, for installation as work of Division 4 sections. D. Install counterflashing in reglets, either by snap -in seal arrangement or by welding in place for anchorage and filling reglet with mastic or elastomeric sealant, as indicated and depending on degree of sealant exposure. 3.2 CLEANING AND PROTECTION A. Clean exposed metal surfaces, removing substances that might cause corrosion of metal or deterioration of finishes. END OF SECTION 07 6200 07 6200-2 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER SHEET METAL FLASHING SECTION 081113 - STANDARD STEEL DOORS AND FRAMES 20301.00 - 01-11-2014 L'7iliiiQ�lx�IEIL`\� 1.1 SUMMARY A. This Section includes the following: 1. Fire rated hollow -metal steel doors with rated glass. 2. Fire rated hollow -metal steel frames. B. Related Sections include the following: 1. Division 8 Section "Glazing" for glazed lites in standard steel doors. 2. Division 8 Sections for door hardware for standard steel doors. 3. Division 9 painting Sections for field painting standard steel doors and frames. 1.2 DEFINITIONS A. Minimum Thickness: Minimum thickness of base metal without coatings. 1.3 SUBMITTALS A. Product Data: Include construction details, material descriptions, core descriptions, label compliance, fire - resistance rating, and finishes for each type of steel door and frame specified. B. Shop Drawings: In addition to requirements below, provide a schedule of standard steel doors and frames using same reference numbers for details and openings as those on Drawings: 1. Elevations of each door design. 2. Details of doors, including vertical and horizontal edge details. 3. Frame details for each frame type, including dimensioned profiles. 4. Details and locations of reinforcement and preparations for hardware. 5. Details of each different wall opening condition. 6. Details of anchorages, accessories, joints, and connections. 7. Details of glazing frames and stops showing glazing. C. Coordination Drawings: Drawings of each opening, including door and frame, drawn to scale and coordinating door hardware. Show elevations of each door design type, showing dimensions, and locations of door hardware. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An employer of workers trained and approved by manufacturer B. Testing Agency Qualifications: An independent agency qualified according to ASTM E 329 for testing indicated, as documented according to ASTM E 548. C. Source Limitations: Obtain standard steel doors and frames through one source from a single manufacturer. D. Fire -Rated Door Sidelight and Transom Frame Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire -protection ratings indicated. 1. Test Pressure: Test at atmospheric (neutral) pressure according to NFPA 252 or UL 10B. CONVERSION OF STAGE PALTFORM NEWPORT COAST COMMUNITY CENTER STANDARD STEEL DOORS AND FRAMES 081113- 1 2. Test Pressure: Test according to NFPA 252 or UL 10C. After 5 minutes into the test, the neutral pressure level in furnace shall be established at 40 inches (1000 mm) or less above the sill. 3. Temperature -Rise Rating: At exit enclosures, provide doors that have a temperature -rise rating of 450 deg F (250 deg C) maximum in 30 minutes of fire exposure. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver doors and frames palletized, wrapped, or crated to provide protection during transit and Project -site storage. Do not use non vented plastic. 1. Provide additional protection to prevent damage to finish of factory -finished doors and frames. B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions. C. Store doors and frames under cover at Project site. Place units in a vertical position with heads up, spaced by blocking, on minimum 4 -inch- (102 -mm-) high wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. 1. If wrappers on doors become wet, remove cartons immediately. Provide minimum 114 -inch (6 -mm) space between each stacked door to permit air circulation. 1.6 PROJECT CONDITIONS A. Field Measurements: Verify openings by field measurements before fabrication and indicate measurements on Shop Drawings. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish opening dimensions and proceed with fabricating standard steel frames without field measurements. Coordinate wall construction to ensure that actual opening dimensions correspond to established dimensions. 1.7 COORDINATION A. Coordinate installation of anchorages for standard steel frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in masonry. Deliver such items to Project site in time for installation. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Benchmark Doors; a division of General Products Co., Inc. 2. Ceco Door Products; an ASSA ABLOY Group Company. 3. CURRIES Company; an ASSA ABLOY Group Company. 4. Pioneer Industries, Inc. 5. Republic Builders Products Company. 6. Steelcraft; an Ingersoll-Rand Company. 08 1113 -2 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER STANDARD STEEL DOORS AND FRAMES 2.2 MATERIALS A. Cold -Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications. B. Supports and Anchors: After fabricating, galvanize units to be built into exterior walls according to ASTM A 153/A 153M, Class B. C. Inserts, Bolts, and Fasteners: Provide items to be built into exterior walls, hot -dip galvanized according to ASTM A 153/A 153M. D. Mineral -Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool with 6- to 12-Ib/cu. ft. (96- to 192-kg/cu, m) density; with maximum flame - spread and smoke -developed indexes of 25 and 50 respectively; passing ASTM E 136 for combustion characteristics. E. Glazing: Comply with requirements in Division 8 Section "Glazing." 2.3 STEEL DOORS A. General: Provide doors of design indicated, not less than thickness indicated; fabricated with smooth surfaces, without visible joints or seams on exposed faces, unless otherwise indicated. Comply with ANSI A250.8. 1. Design: Flush panel 2. Fire Door Core: As required to provide 45 minute fire -protection. 3. Vertical Edges for Single -Acting Doors: Square edge. 4. Vertical Edges for Double -Acting Doors: Round vertical edges with 2 -1/8 -inch (54 -mm) radius. 5. Top and Bottom Edges: Closed with flush or inverted 0.042 -inch- (1.0 -mm-) thick end closures or channels of same material as face sheets. 6. Tolerances: Comply with SDI 117, "Manufacturing Tolerances for Standard Steel Doors and Frames." B. Exterior Doors: Face sheets fabricated from metallic -coated steel sheet. Provide doors complying with requirements indicated below by referencing ANSI A250.8 for level and model and ANSI A250.4 for physical - endurance level: 1. Level 2 and Physical Performance Level B (Heavy Duty), Model Seamless. C. Hardware Reinforcement: Fabricate reinforcement plates from same material as door face sheets to comply with the following minimum sizes: 1. Hinges: Minimum 0.123 inch (3.0 mm) thick by 1-1/2 inches (38 mm) wide by 6 inches (152 mm) longer than hinge, secured by not less than 6 spot welds. 2. Lock Face, Flush Bolts, Closers, and Concealed Holders: Minimum 0.067 inch (1.7 mm) thick. 3. Other Surface -Mounted Hardware: Minimum 0.067 inch (1.7 mm) thick. D. Fabricate concealed stiffeners and hardware reinforcement from either cold- or hot -rolled steel sheet. 2.4 STANDARD STEEL FRAMES A. General: Comply with ANSI A250.8 and with details indicated for type and profile. B. Exterior Frames: Fabricated from metallic -coated steel sheet. 1. Fabricate frames with mitered or coped and welded face corners and seamless face joints. CONVERSION OF STAGE PALTFORM NEWPORT COAST COMMUNITY CENTER STANDARD STEEL DOORS AND FRAMES 081113 - 3 C. Hardware Reinforcement: Fabricate reinforcement plates from same material as frames to comply with the following minimum sizes: 1. Hinges: Minimum 0.123 inch (3.0 mm) thick by 1-1/2 inches (38 mm) wide by 6 inches (152 mm) longer than hinge, secured by not less than 6 spot welds. 2. Lock Face, Flush Bolts, Closers, and Concealed Holders: Minimum 0.067 inch (1.7 mm) thick. 3. Other Surface -Mounted Hardware: Minimum 0.067 inch (1.7 mm) thick. D. Supports and Anchors: Fabricated from electrolytic zinc -coated or metallic -coated steel sheet. E. Jamb Anchors: 1. Stud -Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch (1.0 mm) thick. F. Floor Anchors: Formed from same material as frames, not less than 0.042 inch (1.0 mm) thick, and as follows: 1. Monolithic Concrete Slabs: Clip -type anchors, with two holes to receive fasteners. G. Fabricate concealed stiffeners and hardware reinforcement from either cold- or hot -rolled steel sheet. H. Ceiling Struts: Minimum 3/8 -inch -thick by 2 -inch- (9.5 -mm -thick by 50 -mm-) wide steel. I. Plaster Guards: Formed from same material as frames, not less than 0.016 -inch (0.4 -mm) thick. 2.5 STOPS AND MOLDINGS A. Moldings for Glazed Lites in Doors: Minimum 0.032 inch (0.8 mm) thick, fabricated from same material as door face sheet in which they are installed. B. Fixed Frame Moldings: Formed integral with standard steel frames, minimum 5/8 inch (16 mm) high, unless otherwise indicated. C. Loose Stops for Glazed Lites in Frames: Minimum 0.032 inch (0.8 mm) thick, fabricated from same material as frames in which they are installed. 2.6 FABRICATION A. General: Fabricate standard steel doors and frames to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. Where practical, fit and assemble units in manufacturers plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. B. Standard Steel Doors: 1. Exterior Doors: Provide weep -hole openings in bottom of exterior doors to permit moisture to escape. Seal joints in top edges of doors against water penetration. 2. Glazed Lites: Factory cut openings in doors. C. Standard Steel Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. 081113-4 1. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible. 2. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints; fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER STANDARD STEEL DOORS AND FRAMES 3. Provide countersunk, flat- or oval -head exposed screws and bolts for exposed fasteners, unless otherwise indicated. 4. Plaster Guards: Weld guards to frame at back of hardware mortises in frames installed in concrete or masonry. 5. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds per anchor. 6. Jamb Anchors: Provide number and spacing of anchors as follows: a. Stud -Wall: Locate anchors not more than 18 inches (457 mm) from top and bottom of frame. Space anchors not more than 32 inches (813 mm) o.c. and as follows: 1) Three anchors per jamb up to 60 inches (1524 mm) in height. 2) Four anchors per jamb from 60 to 90 inches (1524 to 2286 mm) in height. 3) Five anchors per jamb from 90 to 96 inches (2286 to 2438 mm) in height. 4) Five anchors per jamb plus 1 additional anchor per jamb for each 24 inches (610 mm) or fraction thereof more than 96 inches (2438 mm) in height. 5) Two anchors per head for frames more than 42 inches (1066 mm) wide and mounted in metal - stud partitions. b. Compression Type: Not less than two anchors in each jamb. D. Hardware Preparation: Factory prepare standard steel doors and frames to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping, according to the Door Hardware Schedule and templates furnished as specified in Division 8 Section "Door Hardware." 1. Reinforce doors and frames to receive nontemplated mortised and surface -mounted door hardware. 2. Comply with applicable requirements in ANSI A250.6 and ANSI/DHI A115 Series specifications for door and frame preparation for hardware. Locate hardware as indicated on Shop Drawings or, if not indicated, according to ANSI A250.8. E. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form corners of stops and moldings with butted or mitered hairline joints. 1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of door or frame. 2. Multiple Glazed Lites: Provide fixed and removable stops and moldings such that each glazed lite is capable of being removed independently. 3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames. 4. Provide loose stops and moldings on inside of doors and frames. 5. Coordinate rabbet width between fixed and removable stops with type of glazing and type of installation indicated. 2.7 STEEL FINISHES A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 1. Finish standard steel door and frames after assembly. B. Metallic -Coated Steel Surface Preparation: Clean surfaces with nonpetroleum solvent so surfaces are free of oil and other contaminants. After cleaning, apply a conversion coating suited to the organic coating to be applied over it. Clean welds, mechanical connections, and abraded areas, and apply galvanizing repair paint specified below to comply with ASTM A 780, 1. Galvanizing Repair Paint: High -zinc -dust -content paint for regalvanizing welds in steel, complying with SSPC-Paint 20. CONVERSION OF STAGE PALTFORM NEWPORT COAST COMMUNITY CENTER STANDARD STEEL DOORS AND FRAMES 081113- 5 C. Steel Surface Preparation: Clean surfaces to comply with SSPC-SP 1, "Solvent Cleaning"; remove dirt, oil, grease, or other contaminants that could impair paint bond. Remove mill scale and rust, if present, from uncoated steel; comply with SSPC-SP 3, "Power Tool Cleaning," or SSPC-SP 6/NAGE No. 3, "Commercial Blast Cleaning" D. Factory Priming for Field -Painted Finish: Apply shop primer specified below immediately after surface preparation and pretreatment. Apply a smooth coat of even consistency to provide a uniform dry film thickness of not less than 0.7 mils (0.018 mm). 1. Shop Primer: Manufacturer's standard, fast -curing, lead- and chromate -free primer complying with ANSI A250.10 acceptance criteria; recommended by primer manufacturer for substrate; compatible with substrate and field -applied finish paint system indicated; and providing a sound foundation for field -applied topcoats despite prolonged exposure. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of standard steel doors and frames. Examine roughing -in for embedded and built-in anchors to verify actual locations of standard steel frame connections before frame installation. A. Remove welded -in shipping spreaders installed at factory. B. Prior to installation and with installation spreaders in place, adjust and securely brace standard steel door frames for squareness, alignment, twist, and plumb to the following tolerances: 1. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. 2. Alignment: Plus or minus 1116 inch (1.6 mm), measured at jambs on a horizontal line parallel to plane of wall. 3. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. 4. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a perpendicular line from head to floor. C. Drill and tap doors and frames to receive nontemplated mortised and surface -mounted door hardware. 3.3 INSTALLATION A. General: Provide doors and frames of sizes, thicknesses, and designs indicated. Install standard steel doors and frames plumb, rigid, properly aligned, and securely fastened in place; comply with Drawings and manufacturer's written instructions. B. Standard Steel Frames: Install standard steel frames and other openings, of size and profile indicated. Comply with SDI 105. t1F H1111II:1 Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a. At fire -protection -rated openings, install frames according to NFPA 80. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER STANDARD STEEL DOORS AND FRAMES b. Where frames are fabricated in sections due to shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. C. Install frames with removable glazing stops located on secure side of opening. d. Install door silencers in frames before grouting. e. Remove temporary braces necessary for installation only after frames have been properly set and secured. f. Check plumb, squareness, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. g. Apply bituminous coating to backs of frames that are filled with mortar, grout, and plaster containing anti freezing agents. 2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor and secure with post installed expansion anchors. a. Floor anchors may be set with powder -actuated fasteners instead of post installed expansion anchors if so indicated and approved on Shop Drawings. 3. Metal -Stud Partitions: Solidly pack mineral -fiber insulation behind frames. 4. Installation Tolerances: Adjust standard steel door frames for squareness, alignment, twist, and plumb to the following tolerances: a. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. b. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line parallel to plane of wall. c. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs at floor. C. Standard Steel Doors: Fit hollow -metal doors accurately in frames, within clearances specified below. Shim as necessary. Non -Fire -Rated Standard Steel Doors: a. Jambs and Head: 1/8 inch (3 mm) plus or minus 1/16 inch (1.6 mm). b. Between Edges of Pairs of Doors: 1/8 inch (3 mm) plus or minus 1116 inch (1.6 mm). C. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch (9.5 mm). d. Between Bottom of Door and Top of Finish Floor (No Threshold): Maximum 3/4 inch (19 mm). 2. Fire -Rated Doors: Install doors with clearances according to NFPA 80. D. Glazing: Comply with installation requirements in Division 8 Section "Glazing" and with standard steel door and frame manufacturer's written instructions. 1, Secure stops with countersunk flat- or oval -head machine screws spaced uniformly not more than 9 inches (230 mm) o.c., and not more than 2 inches (50 mm) o.c. from each corner, 3.4 ADJUSTING AND CLEANING A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including standard steel doors or frames that are warped, bowed, or otherwise unacceptable. B. Clean grout and other bonding material off standard steel doors and frames immediately after installation. CONVERSION OF STAGE PALTFORM NEWPORT COAST COMMUNITY CENTER STANDARD STEEL DOORS AND FRAMES 081113 - 7 C. Prime -Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air -drying primer. D. Galvannealed Surfaces: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions. l� •I�Z�7�9xi111[�PGI3f iB3 081113-8 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER STANDARD STEEL DOORS AND FRAMES SECTION 08 7100 -DOOR HARDWARE PART 1 -GENERAL F�fkIrS � BIIrS 6 i bZiL C! 1.1 SUMMARY A. Section Includes: Finish hardware except as otherwise specified or specifically omitted herein. B. Related Sections: Section 08113 - Steel Doors and Frames. Section 08 1416 — Flush Wood doors. C. Specific Omissions: Hardware for the following is specified or indicated elsewhere. 1. Signs. 2. Rough hardware. 1.2 SUBSTITUTIONS & SUBMITTALS A. Requests for substitutions must be made in writing 10 days prior to bid date to allow architect to issue an addendum. If proposing a substitute, submit that product data attached to one showing specified item and indicate savings to be made. Provide sample if requested. No other substitutions will be allowed. Items listed with no substitute manufacturers have been requested by the Owner to match existing. B. SUBMITTALS: Submit six copies of schedule within 4 weeks after project has been awarded. Organize schedule into "Hardware Sets" with an index of doors and heading, indicating complete designations of every item required for each door or opening. Include the following information: 1. Type, style, function, size, quantity and finish of each hardware item. Use BHMA Finish codes as per ANSI At 56.18, 2. Name, part number and manufacturer of each item. 3. Fastenings and other pertinent information. 4. Location of hardware set cross referenced to indications on drawings both on floor plans and in door schedule. 5. Explanation of all abbreviations, symbols, and codes contained in schedule. 6. Mounting locations for hardware. 7. Door and frame sizes and materials. 1.3 QUALITY ASSURANCE A. Qualifications: Obtain each kind of hardware (latch and lock sets, exit devices, hinges, and closers) from only one manufacture, although several may be indicated as offering products complying with requirements. Hardware supplier shall be a direct factory contract supplier who has in his employment a certified hardware consultant (AHC) who is available at all reasonable times during the course of the work CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER DOOR HARDWARE 08 7100 -1 for project hardware consultation to the Owner, Architect, and Contractor B. Schedule Designations: Except as otherwise indicated, the use of one manufacturer's numeric designation system in schedules does not imply that another manufacturer's products will not be acceptable, unless they are not equal in design, size, weight, finish, function, or other quality of significance. See 1.3 A for substitutions. C. Exit Doors: Openable at all times from the inside without the use of a key or any special knowledge or effort. D. Fire -Rated Openings: Hardware shall be tested and listed per UL10C and the requirements of UBC Standard 7-2. Furnish letter of compliance from each manufacturer in the submittals for each type of rated opening. Latching hardware, door closers, ball bearing hinges, and seals are required whether listed in the Hardware Schedule or not. 1. Where exit devices are required on fire rated doors, provide supplementary marking on door UL label indicating "Fire Door to be Equipped with Fire Exit Hardware', and provide UL label on exit device indicating "Fire Exit Hardware". E. Conform to applicable requirements of the Americans with Disabilities Act Accessibility Guidelines regarding accessibility requirements for door and entrance hardware. Conform to applicable requirements of Title 24, Part 2, CCR, including Sections 1133B.2.1, 1133B.2.5.1, and 1003.3.1.8, regarding exiting and accessibility requirements for door and entrance hardware. 1.4 DELIVERY, STORAGE, AND HANDLING A. Acceptance at Site: Individually package each unit of finish hardware complete with proper fastening and appurtenances, clearly marked on the outside to indicate contents and specific locations in the Work. B. Deliver packaged hardware items at the times and to the locations (shop or field) for installation, as directed by the Contractor. 1.5 PROJECT CONDITIONS A. Coordination: Coordinate hardware with other work. Furnish hardware items of proper design for use on doors and frames of the thickness, profile, swing, security and similar requirements indicated, as necessary for proper installation and function, regardless of omissions or conflicts in the information on the Contract Documents. B. Upon request, check the Shop Drawings for doors and entrances to confirm that adequate provisions will be made for the proper installation of hardware. 1.6 WARRANTY A. Provide guarantee from hardware supplier as follows: 08710-2 1. Closers: Five years, except electronic closers, two years. 2. Exit Devices: Two years. 3. other Hardware: Two years. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER DOOR HARDWARE PART 2 - MATERIALS 2.1 MANUFACTURERS A. Approval of manufacturers other than those listed shall be in accordance with paragraph 1.3 A. Item: Manufacturer: Acceptable Substitute: Hinges Hager McKinney, Stanley Continuous Hinges Markar McKinney, Stanley Locksets Schlage As specified Cylinders Schlage As specified Exit Devices Von Duprin As specified Closers LCN Norton, Dorma Auto Flush Bolts Trimco Hager, Ives Coordinators Tdmco Hager, Ives Kick Plates Tdmco Hager, Ives Stops Tdmco Hager, Ives Silencers Trimco Hager, Ives Overhead Stops Glynn Johnson Rixson, ABH Mullion & Smoke Seals NGP As specified Thresholds & Sweeps Pemko Reese, NGP Key Cabinets Lund Telkee, KCS B. Furnish items of hardware required to complete the work in accordance with these specifications and the manufacturers' instructions. Items of hardware not specified shall be provided even though inadvertently omitted form this specification. Items shall be of equal quality and type. C. Where the exact types of hardware specified are not adaptable to the finished shape or size of the members requiring hardware, furnish suitable types having as nearly as practicable the same operation and quality as the type specified, subject to Architect's approval. 2.2 MATERIALS A. Locksets: Locksets and latchsets shall be as specified. Strikes shall be 16 gage curved steel, bronze or brass with 1" deep box construction, and have lips of sufficient length to clear trim and protect clothing. 1. Comply with requirements of local security ordinances. 2. Provide approved fusible links at levers for labeled doors. 3. Lock Series and Design: Schlage L series 03A lever. B. Hinges: Outswinging exterior doors shall have nonremovable (NRP) pin. Hinge open widths shall be minimum, but of sufficient size to permit door to swing 180 degrees. Furnish 3 hinges per leaf to 7 foot, 6 inch height. Add one for each additional 30 inches in height or fraction thereof. C. Exit Devices: Exit devices shall comply with UBC Standard 10.4 and CBC Section 1003.3.1.9. Furnish devices at wood doors with sex bolts unless otherwise specified. Lever handle trim shall match locksets. The unlatching force shall not exceed 15 pounds when applied in the direction of exit travel. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER DOOR HARDWARE 087100-3 D. Surface Door Closers: Full rack and pinion type with removable non-ferrous case. Provide sex bolts and grommets at wood doors. Place closers inside building, stairs, and rooms. Closers shall be non -handed, non -sized, and installed to permit door to swing 180 degrees. 1. Flush transom offset brackets shall be used where parallel arm closers are listed for doors with fixed panels over. 2. Provide drop brackets, shoe supports, and blade stop spacers as required at narrow top rails. 3. Sweep period of the closer to be adjusted so that from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, measured to the landing side of the door. 4. Exterior doors to have 5 pounds maximum pressure to open and interior doors to have 5 pounds maximum pressure to open. The maximum effort to operate fire doors may be increased to the maximum allowable by the appropriate administrative authority, but in no case shall the pressure exceed 15 pounds. E. Kick Plates: Provide with four beveled edges, .050 inches minimum thickness, 10 -inches high by width less 2 -inches. Furnish with machine or wood screws of bronze or stainless steel to match other hardware. F. Floor Stops: Floor mounted door stops are prohibited where located in the path of travel. Where provided, install maximum 4 inches from wall surface. G. Seals: Seals shall be finished to match adjacent frame color. U.L. label shall be applied on all rated doors. H. Screws: Exposed screws shall be Phillips head. I. Silencers: Furnish silencers for interior hollow metal frames, 3 for single doors, 2 for pairs of doors. J. Thresholds: Thresholds shall comply with CBC Section 1133B.2.4.1. 2.3 FINISH A. Generally to be BHMA 626 Satin Chromium. 1. Areas using BHMA 626 shall have push, pulls and kick plates of BHMA 630, Satin Stainless Steel, unless otherwise noted. B. Spray door closers to match other hardware, unless otherwise noted. C. Aluminum items shall be finished to match predominant adjacent material. Seals to coordinate with frame color. 2.4 KEYING REQUIREMENTS A. Keying of cylinder locks shall be coordinated with the Owner. Contact the Recreation Department with the City of Newport Beach for keying requirements. Keying system shall be approved by Owner's representative in writing, Furnish construction key system in accordance with lock manufacturers' standard. Where interchangeable core systems are used, provide temporary cores for construction keying. Stamp keys "DO NOT DUPLICATE". Key system shall be Schlage. 08710-4 CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER DOOR HARDWARE B. For protection of the Owner, cylinders shall be keyed at the factory of the cylinder manufacturer where permanent records are maintained. C. Permanent keys shall be delivered only to Owner's representative. D. Keying Schedule: Submit three copies of separate detailed schedule indicating clearly how the Owners final instructions on keying of locks have been fulfilled. PART 3 - EXECUTION 3.1 HARDWARE LOCATIONS: A. Lockset: 30 to 44 inches above finished floor. Verify manufacturers' template with door design. B. Door Pull: 40 inches from bottom of door to center of pull. C. Exit Device: 36 to 44 inches above finished floor. Verify manufacturers' template with door design. D. Floor Stop: Installed at a maximum of 4 inches from the face of the wall or partition. E. Conform to CCR, Title 24, Part 2, and ADAAG for positioning requirements for accessibility. 3.2 INSTALLATION A. Pre -Installation Meetings: Initiate and conduct with supplier, installer, and related trades, coordinate materials and techniques, and sequence complex hardware items and systems installation. Include manufacturers' representatives of locks, panic hardware, and door closers in the meetings. B. Install each hardware item per manufacturer's instructions and recommendations. Do not install surface mounted items until finishes have been completed on the substrate. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. 3.3 ADJUSTING A. Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit. Replace units which cannot be adjusted to operate freely and smoothly. B. Inspection: Hardware supplier shall inspect hardware furnished within 10 days of contractors request and include with his guarantee a statement that this has been accomplished. Inspector or Contractor will sign off the hardware as being complete and correctly installed and adjusted. Further corrections of defective material shall be the responsibility of his representative. 3.4 SCHEDULE OF DOOR HARDWARE A. Legend of listed manufacturers: CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER DOOR HARDWARE 087100-5 1. MK - McKinney 2. MR - Markar 3. VD - Von Duprin 4. SC - Schlage 5. RO - Rockwood 6. RF - Rixson 7. LC - LCN Closers 8. PE - Pemko 9.00 - Other Hardware Schedule Set: 1.0 Doors: C121-1, C121-2 2 Continuous Hinge FM300 Welded End Pins 630 MR 2 Shims CHS -2 MR 1 Mullion KR9954 8' SP28 VD 1 Kit MT54 SP28 VD 1 Fire Rated Rim Exit 98EO-F US26D VD 1 Fire Rated Rim Exit 98NL-OP-F 110MD-NL US26D VD 1 Cylinder 20-022 626 SC 1 Cylinder 20-001 626 SC 2 Door Pull BF158 US32D RO 2 Concealed Overhead Stop 1436 630 RF 2 Door Closer 4040XP EDA AL LC 1 Threshold Per Sill Detail PE 1 Gasketing 2891APK PE 1 Rain Guard 346C (omit @ overhang) PE 1 Gasketing HSS1000 @ mullion PE 2 Sweep 18062CNB PE 1 Keedex Armor Collar K-24 626 00 END OF SECTION 08 7100 08710-6 CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER DOOR HARDWARE SECTION 08 8000 — GLAZING PART 1 - GENERAL 1.1 SUMMARY 21301.00 - 01-11-2014 A. This Section includes glazing for the following products, including those specified in other Sections where glazing requirements are specified by reference to this Section: 1. Hollow Metal Doors 1.2 Related Sections: A. Section 081100 - Steel Doors and Frames B. Definitions: Manufacturer is used in this Section to refer to a firm that produces primary glass or fabricated glass as defined in the referenced glazing standard. 1.3 System Performance Requirements: A. General: Provide glazing systems that are produced, fabricated, and installed to withstand normal thermal movement, wind loading, and impact loading (where applicable), without failure including loss or glass breakage attributable to the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; and other defects in construction. B. Glass Design: Glass thicknesses indicated on Drawings are for detailing only. Confirm glass thicknesses by analyzing Project loads and in-service conditions. Provide glass Iites for the various size openings in the thicknesses and strengths (annealed or heat-treated) to meet or exceed the following criteria: 1. Minimum glass thickness, nominally, of fifes in exterior walls is 1/4 inch. 2. Minimum glass thicknesses of lites, whether composed of annealed or heat-treated glass, are selected so the worst-case probability of failure does not exceed the following: 3. Determine minimum thickness of monolithic annealed glass according to ASTM E 1300. For other than monolithic annealed glass, determine thickness per glass manufacturer's standard method of analysis including applying adjustment factors to ASTM E 1300 based on type of glass. C. Normal thermal movement results from the following maximum change (range) in ambient and surface temperatures acting on glass -framing members and glazing components. Base engineering calculation on materials' actual surface temperatures due to both solar heat gain and nighttime sky heat loss. 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. 1.4 Submittals: A. Product data for each glass product and glazing material indicated. B. Product certificates signed by glazing materials manufacturers certifying that their products comply with specified requirements. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER GLAZING 08 8000 -1 C. Compatibility and adhesion test reports from sealant manufacturer indicating that glazing materials were tested for compatibility and adhesion with glazing sealants. Include sealant manufacturer's interpretation of test results relative to sealant performance and recommendations for primers and substrate preparation needed for adhesion. D. Product test reports for each type of glazing sealant and gasket indicated, evidencing compliance with requirements specified. 1.5 References: A. ASTM E2074-00: Standard Test Method for Fire Tests of Door Assemblies, Including Positive Pressure Testing of Side -Hinged and Pivoted Swinging Door Assemblies. B. ASTM E2010-01: Standard Test Method for Positive Pressure Fire Tests of Window Assemblies. C. American National Standards Institute (ANSI): ANSI Z97.1: Standard for Safety Glazing Materials Used in Buildings D. Consumer Product Safety Commission (CPSC): CPSC 16 CFR 1201: Safety Standard for Architectural Glazing Materials E. Glass Association of North America (GANA): 1. GANA- Glazing Manual. 2. FGMA - Sealant Manual. F. National Fire Protection Association (NFPA): 1. NFPA 80: Fire Doors and Windows. 2. NFPA 252 - Fire Tests of Door Assemblies. 3. NFPA 257 - Fire Tests of Window Assemblies. G. Underwriters Laboratories, Inc. (UL): 1. UL 9 - Fire Tests of Window Assemblies. 2. UL 10B - Fire Tests of Door Assemblies. 3. UL 10C - Positive Pressure Fire Tests of Door Assemblies. 1.6 Quality Assurance: A. Glazing Publications: Comply with CBC Standard No. 54.1 "Glass Standard Specifications." Comply with published recommendations of glass product manufacturers and organizations below, except where more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards. FGMA Publications: "FGMA Glazing Manual." B. Glazier Qualifications: Engage an experienced glazier who has completed glazing similar in material, design, and extent to that indicated for Project with a record of successful in-service performance. C. Single -Source Responsibility for Glazing Accessories: Obtain glazing accessories from one source for each product and installation method indicated. 088000-2 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER GLAZING D. Schedule sufficient time to test and analyze results to prevent delay in the Work. E. Delivery, Storage, and Handling: Protect glazing materials to comply with manufacturer's directions and as needed to prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun, or other causes. PART 2 -PRODUCTS 2.1 Glass Products: A. Fire -Resistive Glazing: Clear fire -rated safety glazing at rated doors, thickness as required for 45 min. rating. 1. FireLite PLUS, Manufactured by Nippon Electric Glass Co., Ltd. Distributed by Technical Glass Products, Kirkland, Washington, 800 426 0279. Rating from 20 minutes to 90 minutes as indicated on drawings, U.L listing R13849, polished surface 2. Or equal. B. Elastomeric Glazing Sealants: Glazing Compound for Fire -Resistive Glazing Products: Identical to product used in test assembly to obtain fire -resistive rating. C. Miscellaneous Glazing Materials: 1. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials involved for glazing application indicated, and with a proven record of compatibility with surfaces contacted in installation. 2. Cleaners, Primers and Sealers: Type recommended by sealant or gasket manufacturer. 3. Setting Blocks: Elastomeric material with a Shore A durometer hardness of 85 plus or minus 5. 4. Spacers: Elastomeric blocks or continuous extrusions with a Shore A durometer hardness required by glass manufacturer to maintain glass lites in place for installation indicated. PART 3 - EXECUTION A. Examination: Examine glass framing, with glazier present, for compliance with the following: Manufacturing and installation tolerances, including those for size, squareness, offsets at corners. Presence and functioning of weep system. Minimum required face or edge clearances. Effective sealing between joints of glass -framing members. 2. Do not proceed with glazing until unsatisfactory conditions have been corrected. B. Preparation: Clean glazing channels and other framing members receiving glass immediately before glazing. Remove coatings that are not firmly bonded to substrates. C. Glazing, General: 1. Comply with combined recommendations of manufacturers of glass, sealants, gaskets, and other glazing materials, except where more stringent requirements are indicated, including those in referenced glazing publications. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER GLAZING 088000-3 2. Glazing channel dimensions as indicated on Drawings provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. Adjust as required by Project conditions during installation. 3. Protect glass from edge damage during handling and installation as follows: 1. Use a rolling block in rotating glass units to prevent damage to glass corners. Do not impact glass with metal framing. Use suction cups to shift glass units within openings; do not raise or drift glass with a pry bar. Rotate glass lites with flares or bevels on bottom horizontal edges so edges are located at top of opening, unless otherwise indicated by manufacturer's label. 2. Remove damaged glass from Project site and legally dispose of off site. Damaged glass is glass with edge damage or other imperfections that, when installed, weaken glass and impair performance and appearance. 4. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction sealant -substrate testing. 5. Install elastomeric setting blocks in sill rabbets, sized and located to comply with referenced glazing standard, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. 6. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. 7. Provide spacers for glass sizes larger than 50 united inches (length plus height) as follows: Locate spacers inside, outside, and directly opposite each other. Install correct size and spacing to preserve required face clearances, except where gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances and comply with system performance requirements. Provide 118 -inch minimum bite of spacers on glass and use thickness equal to sealant width. With glazing tape, use thickness slightly less than final compressed thickness of tape. 8. Provide edge blocking to comply with requirements of referenced glazing publications, unless otherwise required by glass manufacturer. 9. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics. D. Sealant Glazing (Wet): 1. Install continuous spacers between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel weep systems until sealants cure. Secure spacers in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance. 2. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. 3. Tool exposed surfaces of sealants to provide a substantial wash away from glass. Install pressurized gaskets to protrude slightly out of channel to eliminate dirt and moisture pockets. E. Protection and Cleaning: 088000-4 1. Protect exterior glass from breakage immediately after installation by attaching crossed streamers to framing held away from glass. Do not apply markers to glass surface. Remove nonpermanent labels, and clean surfaces. 2. Protect glass from contact with contaminating substances resulting from construction operations including weld splatter. If, despite such protection, contaminating substances do come into contact with glass, remove them immediately as recommended by glass manufacturer. 3. Examine glass surfaces adjacent to or below exterior concrete at frequent intervals during construction, but not less than once a month, for build-up of dirt, scum, alkali deposits, or stains, and remove as recommended by glass manufacturer. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER GLAZING 4. Remove and replace glass that is broken, chipped, cracked, abraded, or damaged in any way, including natural causes, accidents and vandalism, during construction period. 5. Wash glass on both faces in each area of Project not more than 4 days prior to date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended by glass manufacturer. END OF SECTION 08800 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER GLAZING 088000-5 SECTION 09 2116 - GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes Interior gypsum wallboard. B. Related Sections include the following: 1. Division 6 Section "Rough Capentry' 2. Division 7 Section "Building Insulation. 1.2 DEFINITIONS 21301.10 - 01-11-2014 A. Gypsum Board Terminology: Refer to ASTM C 11 for definitions of terms for gypsum board assemblies not defined in this Section or in other referenced standards. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Show locations, fabrication, and installation of control and expansion joints including plans, elevations, sections, details of components, and attachments to other units of Work. C. Samples: For the following products: Trim Accessories: Full-size sample in 12 -inch- (300 -mm-) long length for each trim accessory indicated. 1.4 QUALITY ASSURANCE A. Fire -Test -Response Characteristics: For gypsum board assemblies with fire -resistance ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. Fire -Resistance -Rated Assemblies: Indicated by design designations from FM's "Approval Guide, Building Products," UL's "Fire Resistance Directory," or GA -600, "Fire Resistance Design Manual" 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer or supplier. B. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. Stack gypsum panels flat to prevent sagging. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER GYPSUM BOARD ASSEMBLIES 111*4111M 1.6 PROJECT CONDITIONS A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more stringent. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Steel Framing and Furring: a. Consolidated Systems, Inc. b. Dale Industries, Inc. - Dalellncor. C. Dietrich Industries, Inc. d. National Gypsum Company. e. Western Metal Lath & Steel Framing Systems. 2, Gypsum Board and Related Products: a. G -P Gypsum Corp. b. National Gypsum Company. C. United States Gypsum Co. 2.2 INTERIOR GYPSUM WALLBOARD A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each area and correspond with support system indicated. B. Gypsum Wallboard: ASTM C 36, 1. Type X: a. Thickness: 5/8 inch (15.9 mm). b. Long Edges: Tapered. C. Location: As indicated, wherever Abuse -Resistant or Hi -Impact Wallboard is not required. 2.3 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 092116-2 1. Material: Galvanized or aluminum -coated steel sheet, rolled zinc, plastic, or paper -faced galvanized steel sheet. 2. Shapes: a. Cornerbead: Use at outside corners, unless otherwise indicated. b. LC -Bead: J-shaped; exposed long flange receives joint compound; use at exposed panel edges. C. L -Bead: L-shaped; exposed long leg receives joint compound; use where indicated. d. Expansion (Control) Joint: Use where indicated. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER GYPSUM BOARD ASSEMBLIES 2.4 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475. B. Joint Tape: 1. Interior Gypsum Wallboard: Paper. C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints, rounded or beveled panel edges, and damaged surface areas, use setting -type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use drying -type, all-purpose compound. a. Use setting -type compound for installing paper -faced metal trim accessories. 3. Fill Coat: For second coat, use setting -type, sandable topping compound. 4. Finish Coat: For third coat, use drying -type, all-purpose compound. 2.5 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Steel Drill Screws: ASTM C 1002. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch (0.84 to 2.84 mm) thick. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and substrates, with Installer present, and including welded hollow -metal frames, cast -in anchors, and structural framing, for compliance with requirements and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLING STEEL FRAMING, GENERAL A. Installation Standards: ASTM C 754, and ASTM C 840 requirements that apply to framing installation. B. Isolate steel framing from building structure at locations indicated to prevent transfer of loading imposed by structural movement. Isolate ceiling assemblies where they abut or are penetrated by building structure. C. Do not bridge building control and expansion joints with steel framing or furring members. Frame both sides of joints independently. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER GYPSUM BOARD ASSEMBLIES 092116-3 3.3 APPLYING AND FINISHING PANELS, GENERAL A. Gypsum Board Application and Finishing Standards: ASTM C 840 and GA -216. B. Install sound attenuation blankets before installing gypsum panels, unless blankets are readily installed after panels have been installed on one side. C. Install gypsum panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch (1.5 mm) of open space between panels. Do not force into place. D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back -blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at corners of framed openings. E. Attach gypsum panels to framing provided at openings and cutouts. F. Space fasteners in gypsum panels according to referenced gypsum board application and finishing standard and manufacturer's written recommendations. 3.4 PANEL APPLICATION METHODS A. Single -Layer Application: 1. On partitions/walls, apply gypsum panels horizontally (perpendicular to framing), unless otherwise indicated or required by fire -resistance -rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of board. 3.5 INSTALLING TRIM ACCESSORIES A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. 3.6 FINISHING GYPSUM BOARD ASSEMBLIES A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefll open joints, rounded or beveled edges, and damaged surface areas. C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below, according to ASTM C 840, for locations indicated: 1. Level 4: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges at panel surfaces that will be exposed to view, unless otherwise indicated. END OF SECTION 09 2116 tfPYii[flMil CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER GYPSUM BOARD ASSEMBLIES SECTION 09 2400 - LATH AND PLASTER 20301.00 - 01-11-14 PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Metal lath and furring. 2. Acrylic based finish coat, AkroFlex by Omega Products International. B. Related Sections: The following sections contain requirements that relate to this Section. 1. Section 061000 — Rough Framing, for wood framing and furring. 1.2 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product data consisting of manufacturers product specifications and installation instructions for each product, including data showing compliance with the requirements. C. Field -Constructed Mock -Up: Prior to installation of plaster work, fabricate panels with finish to match existing to verify selections made under sample submittals and to demonstrate aesthetic effects of application as well as qualities of materials and erection. D. Material Certificates: Submit producer's certificate for each kind of plaster aggregate indicated evidencing that materials comply with requirements. A. Fire -Resistance Ratings: Provide materials and installations identical to those of applicable assemblies tested per ASTM E 119 by fire testing laboratories acceptable to authorities having jurisdiction. 1. Provide plaster for fire -resistance -rated systems that has same aggregate as specified for similar nonrated work, unless specified aggregate has not been tested by accepted fire testing laboratories. B. Plastering Contractor shall specialize in cement plaster work with a minimum of five years documented experience. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer. B. Store materials inside, under cover, and in manner to keep them dry, protected from weather, direct sunlight, surface contamination, aging, corrosion, and damage from construction traffic and other causes. Neatly stack gypsum lath flat to prevent deformation. 1.5 PROJECT CONDITIONS A. Protect contiguous work from soiling,spattering, moisture deterioration and otherharmful effects that might result from plastering. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER LATH AND PLASTER 09 2400 -1 PART 2 -PRODUCTS 2.1 LATH A. Expanded Metal Lath: Fabricate expanded metal lath from uncoated or zinc -coated (galvanized) steel sheet to produce lath complying with ASTM C 847 fortype, configuration, and other characteristics indicated below, with uncoated steel sheet painted after fabrication into lath. 1. Expanded metal lath 2. Configuration: Flat. a. Weight: 3.4 lbs. per sq. yd. B. Building Paper: Building paper conforming to Federal Specifications UU-8-790-a, Type 1, Grade D (vapor permeable), Style 2. Two layers. C. Undedayment: Provide Grace, W. R. & Co.; Grace Ice and Water Shield self -adhering sheet underlayment, polyethylene faced around openings. D. Tie and String Wire: 16 gage for open wood framing; 18 gage for metal framing; galvanized. E. Lath Attachment Devices: Devices of material and type required by referenced standards and recommended by lath manufacturer for secure attachment of lath to framing members and of lath to lath and ensuring a Y4" gap between lath and building paper. 2.2 PLASTER ACCESSORIES FOR PORTLAND CEMENT PLASTER A. General: Comply with material provisions of ASTM C 1063; coordinate depth of accessories with thicknesses and number of coats required. B. Metal Corner Reinforcement: Expanded large -mesh diamond mesh lath fabricated from zinc -alloy or welded wire mesh fabricated from 0.0475 -inch -diameter zinc -coated (galvanized) wire and specially formed to reinforce external corners of portland cement plaster on exterior exposures while allowing full plaster encasement. C. Metal Corner Beads: Small nose corner beads fabricated from zinc alloy, with expanded flanges of large -mesh diamond lath to allow full encasement by plaster. D. Casing Beads: Square -edged style, with expanded flanges and removable protective tape, of the following material: Material: Zinc -coated (galvanized) steel. 2.3 PORTLAND CEMENT PLASTER MATERIALS A. Portland cement, ASTM C 150, Type I. B. Acrylic based Finish Coat: AkroFlex finish coat with AkroFlex base primer over brown coat. C. Application of color selections: on any one wall surface the contractor shall anticipate the application of two colors separated by a plaster accessory. D. Lime: Special hydrated lime for finishing purposes, ASTM C 206, Type S, or special hydrated lime for masonry purposes, ASTM C 207, Type S. 092400-2 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER LATH AND PLASTER E. Aggregate: ASTM C 897. 2.4 MISCELLANEOUS MATERIALS A. Water for Mixing and Finishing Plaster: Drinkable and free of substances capable of affecting plaster set or of damaging plaster, lath, or accessories. B. Bonding Agent for Portland Cement Plaster: ASTM C 932. 2.5 PORTLAND CEMENT PLASTER MIXES AND COMPOSITIONS A. General: Comply with ASTM C 926 for portland cement plaster base and finish coat mixes as applicable to plaster bases, materials, and other requirements indicated. B. Portland Cement Plaster Base Coat Mixes and Compositions: Proportion materials for respective base coats in parts by volume for cementitious materials and in parts by volume per sum of cementitious materials for aggregates to comply with the following requirements for each method of application and plaster base indicated. Adjust mix proportions below within limits specified to attain workability. Three -Coat Work Over Metal Lath: Base coats as indicated below: Scratch and Brown Coat: a. Cement: ASTM C150, Normal — Type 1, Portland or ASTM C91, masonry b. Lime: ASTM C206, Type S for use with Portland Cement or ASTM C207, Type S, for use with masonry cement C. Aggregate: In accordance with ASTM C897 and PCA Plaster (Stucco) Manual d. Water: Clean, fresh, potable and free of mineral or organic matter that can affect plaster e. Plaster Mix Reinforcement: Glass fibers, 1/2 in, nominal length, alkali resistant. f. Scratch Coat: 1 part portland cement, 0 to 3/4 parts lime, 2-1/2 to 4 parts sand. g. Brown Coat: 1 part portland cement, 0 to 3/4 parts lime, 3 to 5 parts sand Acrylic based Finish Coat: AkroFlex Finishes, manufactured by Omega Products International, Inc., with AkroFlex base primer over brown coat. Colors and textures shall be approved by Architect and Owner. E�:��1►11P[N B. Mechanically mix cementitious and aggregate materials for plasters to comply with applicable referenced application standard and with recommendations of plaster manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION OF LATHING AND FURRING, GENERAL A. Patching: Where new plaster ties into existing plaster, remove six inches of existing plaster, maintaining the water barrier behind the removed plaster. Lap new water barrier and seal with self -adhering underlayment. Install fiberglass scrim over the joint. Match thickness of existing plaster with new. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER LATH AND PLASTER B. Portland Cement Plaster Lathing and Furring Installation Standard: Install lathing and furring materials indicated for Portland cement plaster to comply with ASTM C 1063. 3.2 METAL LATHING A. Building Paper: 1. Exterior/interior cement plaster (Metal Lath): Prior to installation of metal lath install building paper. Lap building paper not less than 2" at horizontal joints and not less than 6" at vertical joints. Building paper may be omitted on interior wall application except for areas subject to water splash or walls to receive machine applied plaster. 2. Provide two layers of building paper over wood base sheathing. B. Metal Lath: Install expanded metal lath for the following applications where plaster base coats are required. Provide appropriate type, configuration and weight of metal lath selected from materials indicated which comply with referenced lathing installation standards. 1. Fasten metal lath to wood framed horizontal surfaces with special fastening, in addition to normal nailing scheduled in SCPI reference specifications. Special fastening for flat lath consists of 9 gage zinc plated 1-112" earthquake staple engaging a 10d nail laid horizontally on under -side of lath, 27" maximum spacing along each wood joist. 2. Monolithic surfaces indicated to receive metal lath or not complying with requirements of referenced plaster application standards for characteristics which permit direct bond with plaster. Provide self - furring metal lath. 3. Discontinue lath, but not paper backing, at control joints. 3.3 INSTALLATION OF PLASTERING ACCESSORIES A. General: Comply with referenced lathing and furring installation standards for provision and location of plaster accessories of type indicated. Miter or cope accessories at corners; install with tight joints and in alignment. Attach accessories securely to plaster bases to hold accessories in place and alignment during plastering. B. Accessories for Portland Cement Plaster: Anchor each flange of accessories 8" o.c. to plaster base. Provide the following types to comply with requirements indicated for location: 1. Metal Corner Bead: Install at external corners. 2. Casing Beads: Install at terminations of plaster work unless otherwise indicated. For exterior work, set casing bead 1/4" from abutting frame and other work ( for application of sealant). 3.4 PORTLAND CEMENT PLASTER APPLICATION A. Portland Cement Plaster Application Standard: Apply portland cement plaster materials, compositions, and mixes to comply with ASTM C 926. B. Number of Coats: Apply portland cement plaster, of composition indicated, to comply with the following requirements: Use three -coat work over the following plaster bases: a. Metal lath. 092400-4 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER LATH AND PLASTER 2. Finish Coat: Semi -Smooth Steel Trowel texture C. Apply plaster in accordance with ASTM C926 and PCA Plaster (Stucco) Manual. D. Apply scratch coat to a nominal thickness of 3/8 in., brown coat to a nominal thickness of 3/8 in., and finish coat to a nominal thickness of 1/8 in. over metal lathed surfaces. At concrete or concrete block apply 1/2 in. thick leveling coat and then 1/8 in. finish coat. E. Moist cure scratch and brown coats. Do not apply brown coat sooner than 48 hours following the application of the scratch coat. F. After curing, dampen base coat prior to applying finish coat, do not apply finish coat sooner than seven (7) days following brown coat. G. Apply a finish coat evenly and consistently in order to achieve uniformity in color and texture. H. Moist cure cement based finish coat for a minimum period of 48 hours when strong, dry wind conditions exist. 3.5 TOLERANCES A. Maximum variation from true flatness: 1/8 in. in 10 ft. 3.6 CUTTING AND PATCHING A. Cut, patch, point up, and repair plaster as necessary to accommodate other work and to restore cracks, dents, and imperfections. Repair or replace work to eliminate blisters, buckles, excessive crazing and check cracking, dry outs, efflorescence, sweat outs, and similar defects and where bond to the substrate has failed. B. Sand smooth -troweled finishes lightly to remove trowel marks and arises. 3.7 CLEANING AND PROTECTION A. Remove temporary protection and enclosure of other work. Promptly remove plaster from doorframes, windows, and other surfaces that are not to be plastered. Repair floors, walls, and other surfaces that have been stained, marred, or otherwise damaged during the plastering work. When plastering work is completed, remove unused materials, containers, and equipment and clean floors of plaster debris. B. Provide final protection and maintain conditions, in a manner suitable to Installer thatensure plasterworWs being without damage or deterioration at time of Substantial Completion. END OF SECTION 09 2400 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER LATH AND PLASTER f1klk[4I1II.1 SECTION 09800 - ACOUSTICAL TREATMENTS 21301.10 - 01-11-2014 PART 1 GENERAL 1.1 SUMMARY A. Section includes Acoustical Panels. B. Quality Assurance: 1. Manufacturer and Installer: Firm manufacturing the specified product shall have adequate capacity required for this project and have successfully completed similar projects for a period of not less than five years. The Installer should be approved by the Manufacturer as qualified to perform work required. C. Submittals: 1. Submit to the Architect of record, three (3) complete sets of shop drawings prepared by the manufacturer showing all necessary details and dimension requirements which will subsequently be field verified and revised as required by the Architect. 2. Samples: Submit (3 sets) manufacturer's standard 8" x 11" sample panels and 6"x14" sample baffles of each type of product as specified in Part 1.2 for approval. Product shall be original production material in fabric finish specified for final use. 3. Certification: Submit to the Owner a certificate of compliance to specified acoustical and fire performance criteria as stated in Part 1.2, signed by an officer of the panel manufacturer and attach independent laboratory test results for each product used, showing that the products supplied as components and complete assemblies, meet or exceed the specified requirements. Panel manufacturer shall also submit a certificate that products supplied are appropriate for the intended use of the Owner and facility. Submit additional test results to Owner as requested detailing compliance to updated code requirements. 4. Prior Approval: Manufacturers not listed in Part 1.2 of this specification and wishing to be submitted as an equal on the project must submit information in accordance with section 1.1.C. of this specification fifteen days prior to the bid date as outlined in the contract documents. The information submitted must give evidence to show that the alternative product equals or exceeds the attributes and performance of the specified product. 5. Manufacturer's Approval: The manufacturer shall have the right to approve the selection of the installing contractor and to verify that said contractor has sufficient experience and expertise to complete the project in a satisfactory manner. 6. Single Source: All acoustical wall and suspended baffles shall be purchased from a single supplier. D. Product Delivery, Storage and Handling: 1. Deliver fabricated units and related components to the site for installation in accordance with a reasonable schedule furnished by the contractor. On-site storage shall be such as to assure that all panels and associated materials are protected from damage. 2. All reasonable effort should be made prior to panel installation to make the site free of all wet and dusty trades and the climatic conditions stabilized to normal operational levels. Panels shall be allowed to stabilize on site 24 hours prior to installation. E. Guarantee: Furnish to the Architect in the Owner's name, the manufacturer's written guarantee covering the products supplied against defects in materials and workmanship under normal operating conditions for a period of one year from the date of shipment. Submit certificates of compliance showing warranty period by dates for each project completed to the Owner. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER ACOUSTICAL TREATMENTS 09 8000 -1 PART PRODUCTS 2.01. Performance: Conform to all governing laws, building codes, and the following performance criteria: A. Fire Performance Characteristics: Provide wall panels with surface -burning characteristics as determined by testing full assemblies (component tests unacceptable) of identical materials and construction representative of a typical installation, using factory standard finishes in accordance with UBC 42-2 and ASTM E 84 by a testing organization acceptable to authorities having jurisdiction. UBC 42-2 Classification: Acceptable E 84-89 Classification: Class "A" or "1" Flame Spread: 25 or less Smoke Developed: 450 or less B.. Acoustical Performance Characteristics: Provide wall panels and baffles with acoustical absorption characteristics as indicated in Part 1.2 which have been determined by testing fully assembled production material in accordance with ASTM C 423 (Type "A" mounting as defined by ASTM E 795 for wall panels) by a testing organization acceptable to authorities having jurisdiction. Approved testing organization must be independent of the manufacturer. C.. Wall panels and baffles shall have toxicity characteristics which have been determined by testing full assemblies (component tests are not acceptable) of identical materials and construction in accordance with article 15, Part 1120 of the New York State uniform fire prevention and building code MEA division. 2.02. Acoustical Impact Resilient Wall Panels: Furnish and deliver prefabricated acoustical wall systems meeting or exceeding the following requirements: 098000-2 A. Description: Type HIR2-1" as manufactured by Decoustics Limited, or equal: B. The panels shall be constructed of 6 to 7lb./cu.ft. density semi rigid glass fiber core of 1 inch thickness bonded to a sheet of woven fiberglass mesh and fabric wrapped as detailed in this section. The board shall be free of surface defects and sanded as required to a uniform thickness which will not vary by more than 0.010 inches. The boards shall be fabricated to sizes supplied by the installing Contractor, using a CAD/CAM (CIM) Robotics cutting system to ensure accurate panel core dimensions to a tolerance of 0.020 inches. Edges shall be hardened using a modified polyester resin. Edge penetration of the glass fibre panel shall be not less than .1875 inches in depth. The cured resin shall achieve a Barcol hardness of 34. Edges shall be filled and sanded as required to ensure straightness and a square profile. Soft and non -framed edge treatments are not acceptable. All panels shall be clearly text marked with project I.D. number, panel number, location code and quantity of units per size and correspond to shop drawings where supplied. Panels shall have chamfered edges at exposed perimeter with square edges at buttjoints within field. C. Finish shall be: a. Vinyl Wallcovering: Vinyl Fabric - Koroseal Wallcoverings, Type ll, b. Pattern/Color:Esquire — Runway E21-10 The finish shall be stretched over the panel face and bonded to the edges and returned a minimum of one inch on the back of the panel. The finish shall be flat and wrinkle free and fully tailored at corners with no exposed darting. All finishes shall be tested for suitability and approved for use by the panel manufacturer prior to fabrication. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER ACOUSTICAL TREATMENTS D. Installation shall be by the use of concealed mechanical panel clips factory -attached to the back of the panels. Panel clips must be a minimum 20 gauge Satincoat steel and mechanically mounted to the back of the panels on maximum vertical centers of 24". (Adhesively mounted clips are not acceptable.) Removable wall clips for fastening to the existing wall surface shall be supplied by the manufacturer and shall be a minimum 20 gauge. For butt joint installation, wall clips must be a one piece clip, minimum 7" long, with a one screw, center slot for swivel rotary installation engaging two butting panels. Installer shall provide for shimming and adjustments as required to maintain consistent alignment of joints and of finished panel faces. E. Panels shall have noise reduction coefficient values of the following when tested in accordance with section 1.1.13. of this specification. Hz 125 250 500 1000 2000 4000 NRC HIR2-1" 0.07 0.37 0.73 0.97 1.08 0.85 0.80 IL\:i[c��Ixfl1y�[�PI 3.01 Adjustment and Replacement A. The Owner shall inspect the installation and product on completion. The manufacturer shall provide repair or replacement of components not conforming to requirements as stated herein and said work will then become bound by the terms of this specification. B. Installation labor for removal and replacement of product improperly installed and not conforming to specified installation methods as detailed in Section 1.1.C. and 1.2 and shown on plans, shall be the responsibility of the installing Contractor. END OF SECTION 09 8000 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER ACOUSTICAL TREATMENTS 098000-3 SECTION 09 9000 — PAINTING PART 1- GENERAL 1.1 SUMMARY 21310.00- 01-14-2014 A. Related Documents: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specifications, apply to this section. B. The work includes, but is not necessarily limited to, furnishing of materials and equipment and completion of painting and painter's finish on exposed surfaces as required to complete finishing of all exterior and interior surfaces including: 1. Exterior Plaster 2, Metal 3. Gypsum Board C. Thoroughly examine specifications, site of work and conditions under which work will be performed before submitting a proposal. Surfaces which cannot be prepared or painted as specified shall be immediately brought to the attention of the owner or owner's representative in writing. No changes or substitutions to this specification will be accepted. 1. Starting of work without such notification will be considered acceptance by the Contractor of surfaces involved. 2. The Contractor shall replace unsatisfactory work caused by improper or defective surfaces, as directed by the owner's representative at no additional cost. D. This Section includes surface preparation and field painting of exterior and interior items and surfaces. This section applies to new items and refinishing existing items as indicated on drawings. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. E. Paint exposed surfaces, except where the paint schedules indicate that a surface or material is notto be painted or is to remain natural. If the paint schedules do not specifically mention an item or a surface, paint the item or surface the same as similar adjacent materials or surfaces whether or not schedules indicate colors. If the schedules do not indicate color or finish, the Architect will select from standard colors and finishes available. F. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. Labels: Do not paint over Underwriters Laboratories (UL), Factory Mutual (FM), or other code -required labels or equipment name, identification, performance rating, or nomenclature plates. G. Submittals: For each paint system specified, provide the following: 1. Material List: Provide an inclusive list of required coating materials. Indicate each material and cross-reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Provide manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material proposed for use. H. Samples for Verification: Of each color and material to be applied as indicated on the Finish List, with texture to simulate actual conditions, on representative Samples of the actual substrate. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER PAINTING 09 9000 -1 I . Provide stepped Paint -out Samples, defining each separate coat, including and primers. Use representative colors when preparing Samples for review. Resubmit until required sheen, color, and texture are achieved. Samples to be 8 2 X 11 minimum. 2. Provide a list of materials and applications for each coat of each sample. Label each sample for location and application. 1. Source Limitations: Obtain primers, and undercoat materials for each coating system from the same manufacturer as the finish coats. J. Benchmark Samples (Mockups): Provide a full -coat benchmark finish sample of each type of coating and substrate required on the Project. Comply with procedures specified in PDCA P5. Duplicate finish of approved prepared samples. K. The Architect will select one room or surface to represent surfaces and conditions for each type of coating and substrate to be painted. After permanent lighting and other environmental services have been activated, apply coatings in this room or to each surface as specified. 1. After finishes are accepted, the Architect will use the room or surface to evaluate coating systems of a similar nature. L. Deliver materials to the Project Site in manufacturer's original, unopened packages and containers bearing manufacturers name and label. M. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 deg F. Maintain containers in clean condition, free of foreign materials and residue. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. N. Project Conditions: Do not apply paint in rain, fog, or mist; or when the relative humidity exceeds 85 percent; or at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. 0. Quality Assurance: Include on label of containers. a. Manufacturer's name. b. Type of paint. C. Manufacturer's stock number. d. Manufacturer's color name and number. e. Instructions for thinning or reducing, where applicable. Workmanship: a. All work will be performed by experienced skillful craftsmen to assure finished work of first class quality and durability. b. All paints and coatings shall be mixed and applied strictly in accordance with the manufacturer's printed instructions. C. All materials shall be applied evenly with proper film thickness and free of runs, sags, skips and other defects. Enamel shall be sanded lightly between coats, dusted and cleaned before recoating. d. All work shall be done under favorable weather conditions orthe work shall be suitably protected from the weather. e. Contractor must take responsibility for surface preparation and material application. P. Delivery, Storage, And Handling: �• •rrr CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER PAINTING 1. Deliver materials to the job site in new, original and unopened containers bearing Manufacturer's name, trade name and color name and number. 2. Storage of materials: a. Store only acceptable project materials on site. b. Store in suitable location. C. Restrict storage to paint materials and related equipment. d. Comply with health and fire regulations. Q. Conditions: Environmental Requirements a. Comply with manufacturer's recommendations as to environmental conditions underwhich coatings and coating systems can be stored and applied. b. Do not paint when there is a threat of rain within 48 hours or when surface or air temperatures are at or below 50 degrees. C. Comply with current applicable local, state and federal regulations and requirements. PART2-PRODUCTS A. Product Description: This section of specifications makes reference to product names, model numbers, and components of systems descriptions identified with a specific manufacturer. Such reference is made solely to identify a standard of quality. B. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated into the work include but are not limited to the following: 1. Dunn Edwards Paint Co. 2. ICI 3. Sherwin-Williams, Inc. C. Material Compatibility: Provide primers, undercoats, and finish -coat materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. D. Material Quality: Provide manufacturer's best -quality paint material of the various coating types specified. Material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. E. Color Selections per Dunn -Edwards Paint Co. (Refer to Section 01760 Colors) Contractor shall anticipate the following variety of colors throughout project: Plaster and Stucco: primary color and accent color Wallboard: 2 colors Metal: 1 color F. Deliver paints ready mixed to job site. G. Paints and coatings shall be mixed and applied in accordance with the manufacturer's printed instructions. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER PAINTING 099000-3 H. Use tinting colors recommended by manufacturer for specific type of finish. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions under which painting will be performed for compliance with application requirements. Do not begin to apply paint until unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. C. Preparation: Paint prior to installation of all hardware and accessories, or remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of the size or weight of the item, provide surface -applied protection before surface preparation and painting. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. D. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease before cleaning. Schedule cleaning and finishing so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. E. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition. 099000-4 1. Cementitious Materials: Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. Use abrasive blast -cleaning methods if recommended by paint manufacturer. a. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and bum, correct this condition. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's written instructions. 2. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler to match natural wood finish. Sand smooth when dried. b. Seal wood to be left natural immediately on delivery. Prime orseal edges, ends, faces, undersides, and backsides of wood. c. Seal tops, bottoms, and cutouts of unprimed wood doors with a sealer immediately on delivery. 3. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with the Steel Structures Painting Council's (SSPC) recommendations. a. Touch up bare areas and shop -applied prime coats that have been damaged. Wire -brush, clean with solvents recommended by paint manufacturer, and touch up with the same primer as the shop coat. b. Prime all bare metal with suitable metal primer. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER PAINTING 4. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. F. Materials Preparation: Mix and prepare paint materials according to manufacturers written instructions. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. Use only thinners approved by paint manufacturer and only within recommended limits. G. Application: Apply paint according to manufacturers written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Surface treatments, and finishes are indicated in the schedules and on the Finish List. 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 3. Provide finish coats that are compatible with primers used. 4. The term "exposed surfaces" includes areas visible when permanent or built-in items are in place. Extend coatings in these areas, as required, to maintain the system integrity and provide desired protection. 5. Paint surfaces behind movable equipment the same as similar exposed surfaces. Before the final installation of equipment, paint surfaces behind permanently fixed equipment with prime coat only. 6. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 7. Sand lightly between each succeeding enamel or varnish coat. H. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. The number of coats and the film thickness required are the same regardless of application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. If sanding is required to produce a smooth, even surface according to manufacturers written instructions, sand between applications. 2. If undercoats or other conditions show through final coat of paint, apply additional coats until film is of uniform finish, color, and appearance. Give special attention to ensure edges, comers, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 3. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and where application of another coat does not cause the undercoat to lift or lose adhesion. I. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturers written instructions. J. Minimum Coating Thickness: Apply paint materials no thinner than manufacturers recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. Provide additional coats of paint to provide complete coverage as required, and at wall with dark colors. K. Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended by the manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn through or other defects due to insufficient sealing. L. Completed Work: Match Finish List and approved samples forcolor, texture, and coverage. Remove, refinish, re stain or repaint work not complying with requirements. M. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded materials from the site. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER PAINTING 099000-5 1. After completing work, clean glass and paint -spattered surfaces. Remove spattered stain and paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. N. Protect work of other trades, whether being finished or not, against damage by staining or painting. Correct damage by cleaning, repairing or replacing, and finishing as approved by Architect. 0. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. At completion of construction activities of other trades, touch up and restore damaged or defaced stained or painted surfaces. Comply with procedures specified in PDCA P1. P. Paint Schedule (Dunn -Edwards as basis of design): Interior: Wood — Stained Stain: Stainseal V108 First coat: MC80-6200 Heirloom Sanding Sealer (McCloskey) Second coat: MC80-6841 Heirloom Polyurethane Satin - water base Third coat: MC80-6841 Heirloom Polyurethane Satin - water base Plaster/Drywall - Eggshell: First coat: W 101 Vinylastic Second coat: W 440 Decosheen Third coat: W 440 Decosheen Exterior: Cement Plaster Stucco System - Flat: First coat: W718 Super -Loc Second coat: W701 Evershield Third coat: W701 Evershield Ferrous Metal: First Coat: Corrobar (43-5) Second coat: 9 Series Syn-lustro Third Coat: 9 Series Syn-lustro 0. Protection and Clean Up: 1. Protection: Carefully protect areas where work is in progress from damage. Provide and spread clean dropcloths when and where required to provide the necessary protection. Immediately clean up all accidental spatter, spillage, misplaced paint and restore the affected surface to its original condition. Clean Up: At completion of work, remove all materials, supplies, debris and rubbish and leave each area in a clean, acceptable condition. END OF SECTION 09 9000 r• •err CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER PAINTING CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER PAINTING 099000-7 SECTION 101101—VISUAL DISPLAY BOARDS 21301.10 - 01-11-2014 PART 1 GENERAL 1.01 SECTION INCLUDES A. Markerboards, Wall, 1.02 RELATED REQUIREMENTS A. Section 061000 - Rough Carpentry: Blocking and supports. B. Section 09 2116 - Gypsum Board Assemblies: Concealed supports in metal stud walls. 1.03 REFERENCE STANDARDS A. ASTM A424 - Standard Specification for Steel, Sheet, for Porcelain Enameling; 2009a. B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2013a. C. ASTM F793 - Standard Classification of Wall Covering by Use Characteristics; 2010a. A. Product Data: Provide manufacturer's data on markerboard, trim, and accessories. B. Shop Drawings: Indicate wall elevations, dimensions, joint locations, track head and sill details, sliding board sections and mounting details. C. Test Reports: Show conformance to specified surface burning characteristics requirements. D. Manufacturer's printed installation instructions. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum ten years documented experience. 1.06 WARRANTY A. Provide life time warranty for markerboard to include warranty against discoloration due to cleaning, crazing or cracking, and staining. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Visual Display Boards: 1. Claridge Products and Equipment, Inc: www.claridgeproducts.com. 2. Polyvision Corporation (Nelson Adams): www.polyvision.com. 3. Equal. 2.02 VISUAL DISPLAY BOARDS A. Fixed Markerboard: Wall mounted. 1. Color: As selected from manufacturer's full range. 2. Face Sheet: Porcelain enamel on steel, laminated to core, 0.024 inch (24 gage). 3. Core: Particleboard, 1/2 inch thick, laminated to face sheet. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER VISUAL DISPLAY BOARDS 101101-1 4. Backing: Mylar, laminated to core. 5. Size: As indicated on drawings. 6. Perimeter Frame: Extruded aluminum, with concealed fasteners. 7. Frame Finish: Anodized, natural. 8. Joints: Butt panels together for continuous writing surface. Use concealed spline joints. B. Accessories 1. Magnetic marker trays: 3 feet long by 3 inch wide. Provide two trays per classroom. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field measurements are as indicated. B. Verify that internal wall blocking is ready to receive work and positioning dimensions are as indicated on shop drawings. C. Verify that wall outlets have been installed and face of outlet box is flush with face of board. 3.02 INSTALLATION A. Install boards in accordance with manufacturer's instructions. B. Cut openings for wall switches and electrical outlets. C. Secure units level and plumb. D. Butt Joints: Install with tight hairline joints. 3.03 CLEANING A. Clean board surfaces in accordance with manufacturer's instructions. B. Cover with protective cover, taped to frame. C. Remove temporary protective cover at date of Substantial Completion. 142191101961:1 910CLT CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER VISUAL DISPLAY BOARDS 101101-2 SECTION 101124 - TACKABLE WALL SURFACE PART 1 GENERAL 1.1 SUMMARY A. Summary: This Section includes the following types of visual display boards: Vinyl fabric faced tackable panels. B. Related Sections: Section 06402 - Interior Architectural Woodwork C. Submittals: 21301.10.01-11-2014 1. Shop Drawings: Provide shop drawings for each type of markerboard and tackable wall surface required. Include sections of typical trim members and dimensioned elevations. Show anchors, grounds, reinforcement, accessories, layout, and installation details. 2. Samples: Provide the following samples of each product for initial selection of colors, patterns, and textures, as required, and for verification of compliance with requirements indicated. a. Samples for initial selection of color, pattern, and texture: Submit 3 sets of samples foreach type of markerboard, tackable wall surface, trim and accessories required. Provide 12" square samples of sheet materials and 12" lengths of trim members. Architect's review will be for color, texture and pattern only. 3. Certificates: In lieu of laboratory test reports, when permitted by the City's Representative, submit the manufacturer's certification that the tackable wall surface materials furnished comply with requirements specified for flame spread ratings. D. Quality Assurance: Fire Performance Characteristics: Provide tackable wall surfaces with surface burning characteristics indicated below, as determined by testing assembled materials composed of facings and backings identical to those required in this section, in accordance with ASTM E 84, by a testing organization acceptable to authorities having jurisdiction. 1. Flame Spread: 25 or less. 2. Smoke Developed: 10 or less. PART PRODUCTS 2.1 Manufacturers: A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products may be incorporated in the work include the following: Vinyl Fabric Faced Tackable Wall Surface: CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER TACKABLE WALL SURFACE 101124-1 Vinyl Fabric - Koroseal Wallcoverings, Type II, Pattern/Color: Esquire — Runway E21-10 2.2 Materials: A. Tackable wall surfaces (Factory Fabricated): Vinyl Fabric -faced complying with FS CCC -W-408, Type ll, weighing not less than 13 oz./sq. Yd., laminated to 1/2 -inch -thick fiberboard sheet. Provide color and texture as indicated in Specification section 01760 Colors, Finish List. 2.3 Accessories: A. Metal Trim and Accessories: Fabricate frames and trim of not less than 0.062 -inch -thick aluminum alloy, size and shape as indicated, to suit type of installation. Provide straight, single -length units wherever possible; keepjoints to a minimum. Miter corners to a neat, hairline closure. 1. Where the size of boards or other conditions exist that require support in addition to the normal trim, provide structural supports or modify the trim as indicated or as selected by the Citys Representative from the manufacturer's standard structural support accessories to suit the condition indicated. 2.4 Fabrication: A. Assembly: Provide factory -assembled tackable wall surface units, except where field -assembled units are required. 1. Make joints only where total length exceeds maximum manufactured length. Fabricate with the minimum number of joints, balanced around the center of the board, as acceptable to the City's Representative. 2. Provide manufacturer's standard mullion trim atjoints between chalkboard and tackable wall surface. 2.5 Finishes: A. General: Comply with NAAMM "Metal Finishes Manual" for recommendations relative to application and designations of finishes. B. Class II Clear Anodized Finish: AA-M12C22A31 (Mechanical Finish: as fabricated, nonspecular; Chemical Finish: etched, medium matte; Anodic Coating: Class II Architectural, clear film thicker than 0.4 mil). PART 3 EXECUTION 3.1 Installation: 10100-2 A. Deliver factory -built tackable wall surface units completely assembled in one piece without joints, wherever possible. Where dimensions exceed panel size, provide two or more pieces of equal length as acceptable to the City's Representative. When overall dimensions require delivery in separate units, prefit components at the factory, disassemble for delivery, and make final joints at the site. Use splines at joints to maintain surface alignment. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER TACKABLE WALL SURFACE Install units in locations and at mounting heights indicated and in accordance with the manufacturer's instructions. Keep perimeter lines straight, plumb, and level. Provide grounds, clips, backing materials, adhesives, brackets, anchors, trim, and accessories necessary for a complete installation. B. Adjust and Clean: 1. Verify that accessories required for each unit have been property installed and that operating units function properly. 2. Clean units in accordance with the manufacturer's instructions. Break in chalkboards only as recommended by the manufacturer. END OF SECTION 10100 CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER TACKABLE WALL SURFACE 101124-3 SECTION 10 4400 —SIGNS PART 1- GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Modular Signs, 2. Panel signs. 3. Dimensional characters (letters and numbers) for exterior use. 4. Signage accessories. B. Related Sections include the following: 21301.00 - 01-11-2014 1. Division 1 Section"Temporary Facilities and Controls" for temporary project identification signs. 1.2 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of sign. B. Shop Drawings: Include plans, elevations, and large-scale sections of typical members and other components. Show mounting methods, grounds, mounting heights, layout, spacing, reinforcement, accessories, and installation details. Provide message list for each sign, including large-scale details of wording, lettering, and braille layout. C. Samples for Initial Selection: For each type of sign material indicated that involves color selection. D. Samples for Verification: For each type of sign, include the following Samples to verify color selected: 1. Modular Signs: Full-size Samples of each type of sign required. 2. Panel Signs: Full-size Samples of each type of sign required. 3. Dimensional Characters: Full-size Samples of each type of dimensional character (letter and number) required. Show character style, material, finish, and method of attachment. 4. Approved samples MAY be returned for installation into Project. E. Qualification Data: For Installer. F. Maintenance Data: For signage cleaning and maintenance requirements to include in maintenance manuals. 1.3 QUALITY ASSURANCE A. Installer Qualifications: An authorized representative of signage manufacturer for installation and maintenance of units required for this Project. B. Source Limitations: Obtain each sign type through one source from a single manufacturer. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER SIGNS 101400-1 C. Regulatory Requirements: Comply with the Americans with Disabilities Act (ADA) and with code provisions as adopted by authorities having jurisdiction. Interior Code Signage: Provide signage as required by accessibility regulations of 1998 California Building Code and requirements of Division of the State Architect. These include, but are not limited to, the following: a. Facility Accessibility: CBC Section 1114B b. Fire Doors: C. Room Capacity: d. Wheelchair Lift Signs: Refer to Division 14. e. Signs for Accessible Spaces: CBC Section 1117B.5 f. Signs for Accessible Toilets: CBC Section 11158 g. Illuminated Exit Signs: Refer to Division 16. D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 1.4 PROJECT CONDITIONS A. Field Measurements: Where sizes of signs are determined by dimensions of surfaces on which they are installed, verify dimensions by field measurement before fabrication and indicate measurements on Shop Drawings. 1.5 COORDINATION A. For signs supported by or anchored to permanent construction, advise installers of anchorage devices about specific requirements for placement of anchorage devices and similar items to be used for attaching signs. 1.6 PROJECT CLOSE-OUT A. Furnish appropriate checklist for aiding in reordering after Date of Substantial Completion. Maintain computer schedule program for five years for ordering new signage required by Owner. B. Maintenance data and cleaning requirements for exterior surfaces. C. Furnish one complete SignWord Pro software package Windows 3.0 or Windows 95 or later, Windows NT 4.0 or later in Owner selected format for PC type computer. D. Furnish one complete packaged SignWord Color paper system with clear cover overlay 7�i�fsa7Z�I7�fi7fi.� 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply for product selection: 10 1400-2 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the manufacturers specified. 2. Basis -of -Design Product: The design for each sign is based on the product named. Subject to compliance with requirements, provide either the named product or a comparable product by one of the other manufacturers specified. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER SIGNS MODULAR SIGNS A. General: Provide panel signs that comply with requirements indicated for materials, thicknesses, finishes, colors, designs, shapes, sizes, and details of construction. 1. Produce smooth panel sign surfaces constructed to remain flat under installed conditions within tolerance of plus or minus 1/16 inch measured diagonally. B. Basis -of -Design Product: APCO; Accord 15 Modular Sign System; SignBand system; 388 Grant Street SE, Atlanta, Georgia, 30312, USA. Phone; (404) 688-9000. Fax; (404) 577-3847.Andco Industries Corp. or a comparable product of one of the following 1. APCO 2. or equal. C. Provide the following assemblies per Accord 15 Modular Sign System: Surface Mounted Signs, Wall or Office Panel: Combination of aluminum bands (SignBands) which lock onto aluminum Side Tracks via molded plastic multiple clip fasteners, allowing for complete flexibility with size, configuration, and modularity for both single insert identification signs to large, complex directory formats and directional signs. 1. Modular Sign System: Side Track System with metal message band inserts a. Track aluminum edge shapes — radius. b. Color: Selected by Architect from manufacturer's full range of colors. c. Track end caps — radius. Color: Selected by Architect from manufacturer's full range of colors. d. Mounting: Direct to wall surface or glazing where applicable. e. Size: 6x14 2. Fabrications: Fabricate units to configurations indicated on reviewed shop drawings. Internally reinforce units in accord with reviewed shop drawings. a. Provide copy on inserts, message strips and covers required on reviewed shop drawings and in accord with ADA requirements. b. Fill directories with combination of reviewed copy on message strips and blank message strips. C. Wrap each individual unit with polyethylene. D. Location: Provide room name sign at each door and "EXIT" sign on opposite side. E. Tactile and Braille Copy: Manufacturer's standard process for producing copy complying with ADA Accessibility Guidelines and ICC/ANSI Al 171. Text shall be accompanied by Grade 2 braille. Produce precisely formed characters with square cut edges free from burrs and cut marks. Raised -Copy Thickness: Not less than 1/32 inch. 2.3 ACCESSORIES A. Mounting Methods: Use exposed mechanical fasteners fabricated from materials that are not corrosive to sign material and mounting surface. Provide fasteners with vandal -resistant heads. B. Anchors and Inserts: Provide nonferrous -metal or hot -dip galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. Use toothed steel or lead expansion -bolt devices for drilled -in - CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER 101400-3 SIGNS place anchors. Furnish inserts, as required, to be set into concrete or masonry work. All exposed anchor heads to be vandal resistant. 2.4 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of range of approved Samples. Noticeable variations in same piece are not acceptable. Variations in appearance of other components are acceptable if they are within range of approved Samples and are assembled or installed to minimize contrast. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. B. Verify that items, including anchor inserts, provided under other sections of Work are sized and located to accommodate signs. C. Examine supporting members to ensure that surfaces are at elevations indicated or required to comply with authorities having jurisdiction and are free from dirt and other deleterious matter. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: Locate signs and accessories where indicated, using mounting methods of types described and in compliance with manufacturer's written instructions. 1. Install signs level, plumb, and at heights indicated, with sign surfaces free from distortion and other defects in appearance. 2. Interior Wall Signs: Install signs on walls adjacent to latch side of door where applicable. Where not indicated or possible, such as double doors, install signs on nearest adjacent walls. Locate to allow approach within 3 inches of sign without encountering protruding objects or standing within swing of door. Refer to details in drawings for additional requirements. B. Wall -Mounted Modular: Attach signs to wall surfaces using methods indicated below: 1. Vinyl -Tape Mounting: Use double -sided foam tape only where signs are indicated to be mounted to glass surfaces. a. Where panel signs are to be mounted on glass, provide matching plate on opposite side of glass to conceal mounting materials. CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER 101400-4 SIGNS 2. Mechanical Fasteners: Use nonremovable mechanical fasteners placed through predrilled holes. Attach signs with fasteners and anchors suitable for secure attachment to substrate as recommended in writing by sign manufacturer. 111B�114yai!lii!Cel-AaIIIatie] i011r A. After installation, clean soiled sign surfaces according to manufacturer's written instructions. Protect signs from damage until acceptance by Owner. I�GPl�.9x�i[ePiUS�]I CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER SIGNS 101400-5 SECTION 114800 —ATHLETIC PADS 20301.00.01-11-2014 I:7.11:1iQe1:11il:1991 1.1 SUMMARY A. This Section includes wall -mounted safety pads (athletic pads) 1. Wall -mounted electronic scoreboardwith scoring console. B. Related Sections include the following: 1. Division 9 Sections for gypsum board assemblies. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Show location and extent of fully assembled pads. Show location and extent and relationship to adjoining work. 1. Blocking and Reinforcement: Show locations of blocking and reinforcement required for support C. Samples for Verification: For the following products: 1. Pad Fabric: Not less than 3 inches square, with specified treatments applied. Mark face of material. 1.3 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer employing workers trained and approved by manufacturer. B. Standards: Provide pads complying with or exceeding requirements of California Department of Education requirements. 1.4 PROJECT CONDITIONS A. Field Measurements: Verify position and elevation of floor inserts and layout for gymnasium equipment. Verify dimensions by field measurements. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: 1. Wall -Mounted Safety Pads: CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER ATHLETIC PADS 114800-1 a. Draper Shade and Screen Co., Inc. b. Jaypro Sports, Inc. C. Performance Sports Systems, Inc. d. Porter Athletic Equipment Co. 2.2 WALL -MOUNTED SAFETY PADS A. Safety Pad Surface -Burning Characteristics: Provide safety pads with flame -spread index of 25 or less and smoke - developed index of 450 or less, as determined by testing identical products per ASTM E 84 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. B. Pad Covers: Provide safety pad fabric covers fabricated from puncture- and tear -resistant, not less than 14 -oz. PVC - coated polyester or nylon -reinforced PVC fabric treated with fungicide for mildew resistance, with the fire -test - response characteristics indicated. Flame -Resistance Ratings: Passes NFPA 701. C. Wall Safety Pads: Padded wall wainscot panels designed to be attached in a continuous row, each panel section consisting of fill laminated to backer board with visible surfaces fully covered by seamless fabric cover, free from sag and wrinkles and firmly attached to back of backer board. 1. Backer Board: Not less than 3/8 -inch- thick fire -retardant -treated plywood per AWPA C27, Interior Type A. 2, Fill: Multiple -impact -resistant foam not less than 2 -inch- thick polyurethane, 3.5 -Ib density. 3. Size: Each panel section, 24 inches wide by not less than 82 inches long nominal. 4. Number of Panel Sections: As indicated on Drawings modular panel sections. 5. Installation Method: Concealed mounting Z -clips. 6. Fabric Cover Color as selected by Architect from manufacturer's full range for one color. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for play court layout, alignment of mounting substrates, installation tolerances, operational clearances, accurate locations of connections to building electrical system, and other conditions affecting performance. 1. Verify critical dimensions. 2. Examine supporting structure and below finished floor for subfloors and footings. 3. Examine wall assemblies, where reinforced to receive anchors and fasteners, to verify that locations of concealed reinforcements have been clearly marked for installers. Locate reinforcements and mark locations if not already done. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL A. General: Comply with manufacturer's written installation instructions and competition rules indicated for each type of gymnasium equipment. Complete equipment field assembly, where required. B. Unless otherwise indicated, install gymnasium equipment after other finishing operations, including painting, have been completed. 114800-2 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER ATHLETIC PADS C. Permanently Placed Components: Rigid, level, plumb, square, and true; anchored securely to supporting structure; positioned at locations and elevations indicated on Shop Drawings; in proper relation to adjacent construction; and aligned with court layout. D. Wall Safety Pads: Mount to align with existing panels. A. Provide final protection and maintain conditions acceptable to manufacturer and Installer that ensure gymnasium equipment is without damage or deterioration at time of Substantial Completion. B. Replace finishes that cannot be cleaned and repaired, before time of Substantial Completion. END OF SECTION 11480 CONVERSION OF STAGE PLATFORM NEWPORT COAST COMMUNITY CENTER ATHLETIC PADS 114800-3 21301.00 SECTION 115200 MOUNTING BRACKETS PART 1 -GENERAL 1.01 SECTION INCLUDES A. Monitor Supports B. Support backing and framing. 1.03 SUBMITTALS A. Submit Shop Drawings showing mount locations, rough -in and anchor placement dimensions, tolerances and clearances. B. Submit Product Data showing dimensions and construction, load capacity and physical dimensions. C. Submit manufacturer's installation instructions indicating special installation requirements. 1.04 QUALIFICATIONS A. Manufacturer: company specializing in manufacturing the products specified in this section with minimum five years experience. 1.05 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings or instructed by the manufacturer. 1.06 COORDINATION A. Coordinate installation with size, location and installation of Owner -Furnished monitors. PART 2 -PRODUCTS 2.01 MANUFACTURER A. Telehook B. Equal 2.02 PRODUCTS A. Flat screen monitor (TV) mount for 60 -inch flat screen monitor. 1. Tilt 10 degrees. 2. Swivel 45 degrees to 45 degrees. 3. Capacity: 130 pounds. 4. Built-in wire management system. 2.03 SHOP FINISHING A. Powdercoat or baked enamel finish. B. Color: Black 2.04 ACCESSORIES A. Mounting screws and supports. B. Blocking CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER MOUNTING BRACKETS 115200-1 16 gage flat plate, screwed to three studs over sheathing. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify rough -in conditions. B. Verify that anchors and supports are accurately placed. 3.02 INSTALLATION A. Install so that bottom of 60 inch monitor is 5 feet 6 inches above finish floor. B. Install in accordance with manufacturer's instructions. C. Provide frames, anchors, supports, accessories and adapters; appropriate to specified units. D. Anchor equipment securely in place. E. Touch-up minor damaged surfaces caused during installation. Replace damaged components. END OF SECTION 115200-2 Oxnard School District Brekke Elementary School MOUNTING BRACKETS SECTION 122400 -WINDOW SHADES 21301.10-01-11-2014 PART 1 -GENERAL 1.1 SUMMARY A. This Section includes manually operated roller shades. B. Related Sections include the following: 1. Division 6 Section " Carpentry" for wood blocking and grounds for mounting roller shades and accessories. 2. Division 8 Sections for windows, window walls, and curtain walls with horizontal louver blinds mounted on window frames. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. Include styles, material descriptions, construction details, dimensions of individual components and profiles, features, finishes, and operating instructions. B. Shop Drawings: Show location and extent of roller shades. Include elevations, sections, details, and dimensions not shown in Product Data. Show installation details, mountings, attachments to other Work, operational clearances, and relationship to adjoining work. C. Product Certificates: For each type of roller shade product, signed by product manufacturer. D. Product Test Reports: For each type of roller shade product. 1.3 QUALITY ASSURANCE A. Fire -Test -Response Characteristics: Provide roller shade band materials with the fire -test -response characteristics indicated, as determined by testing identical products per test method indicated below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction: 1. Flame -Resistance Ratings: Passes NFPA 701. B. Corded Window Covering Product Standard: Provide roller shades complying with WCMA A 100.1. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver shades in factory packages, marked with manufacturer and product name fire -test -response characteristics and location of installation using same room designations indicated on Drawings and in a window treatment schedule. 1.5 PROJECT CONDITIONS A. Environmental Limitations: Do not install roller shades until construction and wet and dirty finish work in spaces, including painting, is complete and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. B. Field Measurements: Where roller shades are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Allow clearances for operable glazed units' operation hardware throughout the entire operating range. Notify Architect of discrepancies. Coordinate fabrication schedule with construction progress to avoid delaying the Work. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER WINDOW SHADES 12 2400 -1 1.6 WARRANTY A. Roller Shade Hardware, Chain and Shadecloth: Manufacturer's standard non -depreciating twenty-five year limited warranty. B. Roller Shade Motors and Motor Control Systems: Manufacturer's standard non -depreciating five year warranty. C. Roller Shade Installation: One year from date of Substantial Completion, not including scaffolding, lifts or other means to reach inaccessible areas PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. MechoShade Systems, Inc. 2. Nysan Shading Systems Ltd. 3. SKYCO. 2.2 ROLLER SHADES A. Basis -of -Design Product: MechoShade Systems; MechoShade ThermoVeil 3000 Series. 1. Material Width: 96 inches (2440 mm). 2. Bottom Hem: Straight. 3. Material Openness Factor: 1-2 percent. 4. Material Color: 3014 Pewter 5. Material Pattern: Satin and Diamond Twill B. Rollers: Electrogalvanized or epoxy primed steel or extruded -aluminum tube of diameter and wall thickness required to support and fit internal components of operating system and the weight and width of shade band material without sagging; designed to be easily removable from support brackets; with manufacturer's standard method for attaching shade material. Provide capacity for one roller shade band per roller. C. Mounting Brackets: Galvanized or zinc -plated steel or Fascia end caps, fabricated from steel finished to match fascia or headbox. D. Fascia: L-shaped, formed -steel sheet or extruded aluminum; long edges returned or rolled; continuous panel concealing front and bottom of shade roller, brackets, and operating hardware and operators; length to fit as directed by Architect; removable design for access. E. Top/Back Cover: L shaped; material and finish to match fascia; combining with fascia and end caps to form a six - sided headbox enclosure sized to fit shade roller and operating hardware inside. F. Bottom Bar: Steel or extruded aluminum, with plastic or metal capped ends. Provide concealed, by pocket of shade material, internal -type bottom bar with concealed weight bar as required for smooth, properly balanced shade operation. G. Manual Shade Operation: Manual; with continuous loop bead chain, clutch, and cord tensioner and bracket lift operator. 122400-2 Lift Assist Mechanism: Manufacturers standard spring assist for balancing roller shade weight and lifting heavy roller shades. CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER ROLLER SHADES 2. Loop Length: Full length of roller shade. 3. Bead Chain: Nickel -plated metal or Stainless steel. H. Valance: Style matching hem; as indicated by manufacturer's designation color. I. Mounting: Inside, Outside, Ceiling or Wall extension bracket mounting permitting easy removal and replacement without damaging roller shade or adjacent surfaces and finishes. 2.3 ROLLER SHADE FABRICATION A. Product Description: Roller shade consisting of a roller, a means of supporting the roller, a flexible sheet or band of material carried by the roller, a means of attaching the material to the roller, a bottom bar, and an operating mechanism that lifts and lowers the shade. B. Concealed Components: Noncorrodible or corrosion -resistant -coated materials. 1. Lifting Mechanism: With permanently lubricated moving parts. C. Unit Sizes: Obtain units fabricated in sizes to fill window and other openings as follows, measured at 74 deg F (23 deg C): 1. Shade Units Installed Outside Jambs: Width and length as indicated, with terminations between shades of end-to-end installations at centerlines of mullion or other defined vertical separations between openings. D. Installation Brackets: Designed for easy removal and reinstallation of shade, for supporting fascia, headbox, roller, and operating hardware and for hardware position and shade mounting method indicated. E. Installation Fasteners: Not fewer than two fasteners per bracket, fabricated from metal noncorrosive to shade hardware and adjoining construction; type designed for securing to supporting substrate; and supporting shades and accessories under conditions of normal use. F. Color -Coated Finish: For metal components exposed to view, apply manufacturer's standard baked finish complying with manufacturer's written instructions for surface preparation including pretreatment, application, baking, and minimum dry film thickness. G. Colors of Metal and Plastic Components Exposed to View: As selected by Architect from manufacturer's full range, unless otherwise indicated. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, operational clearances, and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 ROLLER SHADE INSTALLATION A. Install roller shades level, plumb, square, and true according to manufacturer's written instructions, and located so shade band is not closer than 2 inches (50 mm) to interior face of glass. Allow clearances for window operation hardware. 3.3 ADJUSTING CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER WINDOW SHADES 122400-3 A. Adjust and balance roller shades to operate smoothly, easily, safely, and free from binding or malfunction throughout entire operational range. 3.4 CLEANING AND PROTECTION A. Clean roller shade surfaces after installation, according to manufacturer's written instructions. B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that roller shades are without damage or deterioration at time of Substantial Completion, C. Replace damaged roller shades that cannot be repaired, in a manner approved by Architect, before time of Substantial Completion. END OF SECTION 12494 122400-4 CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER ROLLER SHADES SECTION 32 3119 - ORNAMENTAL METAL FENCING 21301.10 - 01-11-2014 PART 1- GENERAL 1.1 WORK INCLUDED A. Ornamental wrought iron fence materials including ornamental iron gates, posts and hardware. 1.2 REFERENCES A. ASTM A500 -Cold -Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes, galvanized, yield strength 46,000 psi min. 1,6 QUALITY ASSURANCE A. The contractor must have adequate experience as well as a strong working knowledge of the construction methods and materials involved in ornamental iron fencing. B. Provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified. C. Accessibility Requirements: Gates in path of travel must comply with exit door requirements. (CBC Section 1003.3.2) Provide solid kick plates 10" minimum high3" maximum from the paving on both sides of the gate. 1.7 SUBMITTAL A. Manufacturer's shop drawings shall become the basis for factory -finished surfaces and must therefore be submitted prior to installation. 1.8.1 DELIVERY, STORAGE AND HANDLING A. Deliver materials to the job site in good condition and provide proper protection from damage to factory -finished surfaces. Materials will be stored with a covering of protective material in a clean, dry location in such a way as to avoid damage, especially damage caused by dust, chemicals and moisture found in the air. B. Materials shall also be stored in such a manner to ensure proper ventilation and drainage and to protect against damage, weather, vandalism and theft. 2.1 ACCEPTABLE MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. The ornamental fencing system shall be manufactured by: CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER ORNAMENTAL METAL FENCING 32 3119 -1 a. Merchants Metals b. Equal 2.2 MATERIALS A. Pickets, rails, and posts shall be manufactured from tubing, meeting the requirements of ASTM A500 with an in line hot dipped galvanized exterior zinc coating. B. Pickets for gates shall match the size and style of those used in the fence panels. Frames for gates shall be of sufficient size and thickness to provide adequate support without sag, however, trussing may be required. The manufacturer will supply gate hardware of sufficient size and capacity to support the specified gate. C. Finish shall be an eight stage pre-treatment and a four stage corrosion resistant powder coating process. The finish shall conform to local environmental air quality standards. Color shall be determined by the architect. 2.3 FABRICATION -General A. New prime material / galvanized steel, conforming to specified ASTM standards, shall be used in the manufacture of panels, gates and posts. B. Panels, gates and flanged posts shall be of welded construction by the gas metal arc method. Pickets shall be attached to rails in the same manner. No wire rods, screws or rivets will be accepted. The layout and welding shall be carried out by experienced craftsmen making sure all welds are neat, clean and of sizes matching those indicated on the drawing. Any and all flush welds shall be ground smooth. C. After fabrication all posts, panels and gates shall be pre-treated to ensure optimum coating adherence to the metal. This 12 -step process consists of 1. Hot alkaline cleaner 2. Clear water rinse 3. Hot iron phosphate application 4. Clear water rinse 5. Z-153 sealer application 6. Ring rinse 7. Deionized water rinse & Dry off oven heat at 425°F 9. Zinc enriched epoxy primer powder coat at 2-4 mils 10. Gel oven heat at 400°F 11. Ultra polyester finish powder coat at 2-4 mils 12. Final curing oven at 450°F NOTE: All welds will receive treatment with a zinc rich -epoxy resin primer applied at a thickness of 2 to 4 mils and oven cured at 400°. The finish coat will be applied at 24 mils dry film thickness and will be a T.G.I.C. polyester powder coating that combines hardness and durability and can also be touched up in the field. 2.4 Gate Hardware A. Provide for each gate, three hinges, eye and hasp. Provide panic hardware and metal plate as shown on drawings. Provide 10 -inch high kickplate on the push side and mounting members required to support the kick plate. PART 3 -EXECUTION 323119-2 CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER ORNAMENTAL METAL FENCING 3.1 PREPARATION A. Layout of the relocated and new fence shall be carried out by the contractor in accordance with the fence construction plans and shop drawings. B. Any changes or surface irregularities shall be verified and graded by the contractor. 3.2 INSTALLATION A. Fence posts shall be set according to the spaces shown on the drawings. All posts shall be set plumb and level. Footing and post cap sizes shall be as indicated on the drawings. B. Fence panels shall be bolted to the posts. Any bolts and tabs used for connections shall be of the size indicated on the drawings. Bolt threads shall be peened after tightening of bolt. C. Gates shall be installed according to the style and sized indicated on the drawings and shall be installed plumb and level. The contractor will install any required gate stops. To assure alignment of any locking provisions or strikes, attachment will be done in the field. When installation is complete the contractor will be responsible for lubricating the hinges, rollers and other gate hardware (including that provided by the city). D. Any abrasions or field welds that cause damage to factory coatings shall be thoroughly cleaned, re -primed, and touched up by the contractor. The paint used will be of the same quality, color and gloss in order to provide a match to the manufacturer's finish. 3.3 CLEANING A. The clean up of excess materials from the job site is the responsibility of the contractor. B. Post hole excavations shall be scattered uniformly away from the posts or removed as directed. C. Concrete splatter shall be cleaned from exposed posts. END OF SECTION 02825 CITY OF NEWPORT BEACH NEWPORT COAST COMMUNITY CENTER ORNAMENTAL METAL FENCING 323119-3 NEWPORT COAST COMMUNITY CENTER AND GYMNASIUM CITY OF NEWPORT BEACH COLOR PROGRAM Page 1 Project # 2031210 Revised September 5 2006 FINISH LIST (FOR REFERENCE ONLY) Window Frames US Aluminum W-1 #22 Dark Bronze (Light Range) Glazing PPG GL -1 Clear Window Coverings Mechoshade — Thermoveil 3000 Series Satin and Diamond Group WC -1 3016 Mushroom Acoustic Ceiling Armstrong World Industries AC -1 Ultima Vector Painting (Colors to be placed in the field Dunn Edwards P-1 DE6217 Ancient Earth P-2 DE6145 Rocky Ridge P-3 DEC726 Adobe P-4 DEC764 Inside Passage P-5 DE6197 Modern Ivory Stage Curtain S&K Theatrical Draperies, Inc. SC -1 2502 Ruby Vinyl Wall Coverina Koroseal Wallcoverings VWC-1 E21-10 Esquire — Runway Gymnasium Wall Padding Porter Athletic Equipment GWP -1 10 Maroon Granite Per Contractor's Submittal G-1 Slab to be selected from vendor's slab yard. Accent Exterior & Interior, Trim, Frames Accent Exterior & Interior, Trim Accent Exterior & Interior General Wall, Exterior & Interior General Wall and Ceiling Interior Movable Wall Surface & Tackable Wall Wood Stain WS -1 Dark Red Walnut to match Woodharbor Cherry Sangria Plastic Laminate Wilsonart International NEWPORT COAST COMMUNITY CENTER AND GYMNASIUM CITY OF NEWPORT BEACH COLOR PROGRAM Page 2 Proiect # 20312.10 Revised September 5 2006 PL -1 4814-60 Tungsten EV Carpet ShawTek Yearbook CPA 55550 Mascot Vinyl Composition Tile Mannington Commercial - SolidPoint VCT -1 337 Toasted Sesame Vinyl Wall Base Burke Mercer VWB-1 597 Mocha Gymnasium Floorin GF -1 Maple Porcelain Tile Crossville Ceramics American Series: 18x18 floor, 12x12 wall PT -1 AV114 Grand Canyon Floor Tile PT -2 AV111 Montecello (UPS) Wall Tile Ceramic Tile Daltile — glazed 44 CT -1 K111 Black Wall Accent Quarry Tile Daltile — Quarry Textures: 8x8 QT -1 T08 Sahara Tan Kitchen Floor and Base Grout Custom Building Products Grout for Ceramic Tile and Stone GT -1 #145 Light Smoke Floor GT -2 #101 Quartz Wall Toilet Partitions Comtec Industries — Protec P300 Series TP -1 Black Fabric Awning Sunbrella "Firesist" FA -1 #4655 Alpine Clay Tile Roof US Tile CTR -1 Palermo Blend Metal Wall Panels NEWPORT COAST COMMUNITY CENTER AND GYMNASIUM CITY OF NEWPORT BEACH COLOR PROGRAM Page 3 Project # 20312.10 Revised September 5 2006 Centria MWP-1 Duraguard Plus #9965 Dark Bronze XL WOO Projects120312.10 Newport Coast Community CenteACD Specstfinish list\NPC Finish List - Rev 8-18-06.doc NEWPORT COAST COMMUNITY CENTER AND GYMNASIUM CITY OF NEWPORT BEACH COLOR PROGRAM Page 1 Protect # 20312.10 Revised September 5, 2006 FINISH LIST (FOR REFERENCE ONLY) Window Frames US Aluminum W-1 #22 Dark Bronze (Light Range) Glazing PPG GL -1 Clear Window Coverings Mechoshade — Thermoveil 3000 Series Satin and Diamond Group WC -1 3016 Mushroom Acoustic Ceiling Armstrong World Industries AC -1 Ultima Vector Painting (Colors to be placed in the field Dunn Edwards P-1 DE6217 Ancient Earth P-2 DE6145 Rocky Ridge P-3 DEC726 Adobe P-4 DEC764 Inside Passage P-5 DE6197 Modern Ivory Stage Curtain S&K Theatrical Draperies, Inc. SC -1 2502 Ruby Vinyl Wall Covering Koroseal Wallcoverings VWC-1 E21-10 Esquire — Runway Gymnasium Wall Padding Porter Athletic Equipment GWP -1 10 Maroon Granite Per Contractor's Submittal G-1 Slab to be selected from vendor's slab yard. Accent Exterior & Interior, Trim, Frames Accent Exterior & Interior, Trim Accent Exterior & Interior General Wall, Exterior & Interior General Wall and Ceiling Interior Movable Wall Surface & Tackable Wall Wood Stain WS -1 Dark Red Walnut to match Woodharbor Cherry Sangria Plastic Laminate Wilsonart International �P CiTY OF NEWPORT BEACH City Council Staff Report March 25, 2014 Agenda Item No. 5. TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: David A. Webb, Public Works Director- (949) 644-3330, dawebb@newportbeach.gov PREPARED BY: Fong Tse, Principal Civil Engineer PHONE: 949-644-3321 TITLE: Newport Coast Community Center Stage Remodel - Award of Contract No. 5540 (CAP14-0002) ABSTRACT: Staff received favorable bids for the Newport Coast Community Center Stage Remodel Project and requests City Council's approval to award the construction contract to A.J. Fistes Corporation of Long Beach, California. RECOMMENDATION: a) Approve the project plans and specifications; b) Award Contract No. 5540 to A.J. Fistes Corporation for the Total Bid Price of $71,297.00 and authorize the Mayor and the City Clerk to execute the contract; c) Establish a contingency amount of $14,203.00 (approximately 20% of Total Bid) to cover the cost of unforeseen work; and d) Approve Budget Amendment No. 14BA-038 appropriating $50,000 from the unappropriated General Fund balance to account 7011-C1002043. FUNDING REQUIREMENTS: Upon approval of the Budget Amendment, sufficient funding for the award of this contract is available. The following fund will be expensed: Account Description General Fund Account Number 7011-C1002043 Amount $ 85,500.00 :M Total: $ 85,500.00 Proposed uses are as follows: Vendor Purpose Amount A.J. Fistes Corporation A.J. Fistes Corporation DISCUSSION: Construction Contract Construction Contingency Total: $ 71,297.00 $ 14,203.00 $ 85,500.00 At 10:00 a.m. on March 5, 2014, the City Clerk opened and read the following bids for this project: The low total bid amount is approximately thirty-five percent below the Engineer's Estimate of $110,000. The low bidder, A. J. Fistes Corporation (Fistes), possesses a California State Contractors License Classification "B" as required by the project specifications. A check of the Contractors references indicates Fistes has satisfactorily completed building projects for other local public agencies. The existing Newport Coast Community Center stage consists of a high exposed ceiling, concrete floor, an industrial grade roll -up door along the north side and a curtained stage that opens to the gymnasium on the south side. This project will infill the existing stage opening with tackable surfaces on a solid wall. The existing roll -up door along the north side will be replaced with two (2) sets of fire rated full -height double glass doors for ingress/egress. The interior will also be refurbished. .o BIDDER TOTAL BID AMOUNT LOW A.J. Fistes Corporation $ 71,297.00 2 RAMCO $ 104,500.00 3 Optima RPM, Inc. $ 106,300.00 4 Dalke & Sons Construction, $ 109,980.00 Inc. 5 Ali Alavizadeh $ 110,000.00 6 AGM Construction $ 113,660.00 7 IBN Construction, Inc $ 118,000.00 8 Frank Shariat $ 122,895.00 9 R. Jensen Co., Inc. $ 125,500.00 10 Civil Works Corporation $ 159,034.00 The low total bid amount is approximately thirty-five percent below the Engineer's Estimate of $110,000. The low bidder, A. J. Fistes Corporation (Fistes), possesses a California State Contractors License Classification "B" as required by the project specifications. A check of the Contractors references indicates Fistes has satisfactorily completed building projects for other local public agencies. The existing Newport Coast Community Center stage consists of a high exposed ceiling, concrete floor, an industrial grade roll -up door along the north side and a curtained stage that opens to the gymnasium on the south side. This project will infill the existing stage opening with tackable surfaces on a solid wall. The existing roll -up door along the north side will be replaced with two (2) sets of fire rated full -height double glass doors for ingress/egress. The interior will also be refurbished. .o While the existing stage serves only one recreation program, the completed improvements will provide increased space to accommodate dance, music, language, Zumba, pre-school aged programs, and art. The new space also allows for 20 additional camps during the summer months. New programming is scheduled to start in the summer of 2014. Pursuant to the Contract Specifications, Fistes is allotted twenty-five consecutive working days to complete the construction. The contract provides Fistes with extended work hours to expedite work completion. Liquidated damages in the amount of $1,000 per calendar day will be assessed if Fistes fails to complete the building construction within the allotted time. As with many building rehabilitation projects, conditions not identified through visual inspections during project design often require corrective work. Staff feels that a twenty percent construction contingency for this small project is appropriate. Recreation staff worked closely with the Jazzercise instructor who currently uses the Newport Coast Community Center's stage to conduct class. As a result of these discussions, the City has agreed to purchase a smaller, movable stage to assure the same quality Jazzercise class and allow the instructor to be elevated and visible to her students. The Jazzercise instructor was instrumental in assisting with the specifications of the movable stage to accommodate her class needs. The Jazzercise instructor and class participants appear satisfied with this result. ENVIRONMENTAL REVIEW: The project was determined to be exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15302 (Replacement or Reconstruction) of the CEQA Implementation Guidelines. This Exemption covers the replacement or reconstruction of existing structures and facilities where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced. NOTICING: The agenda item has been noticed according to the Brown Act (72 hours in advance of the meeting at which the City Council considers the item). Additionally, staff notified the Jazzercise class as noted above and sent e-mails to the remaining members of the Newport Coast Advisory Committee advising them of this issue. ATTACHMENTS: Description Attachment A - Location Map Attachment B - Budoet Amendment 91 NEWPORT COAST COMMUNITY CENTER STAGE REMODEL LOCATION MAP CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5540 1 3/25/142 ATTACHMENT B City of Newport Beach BUDGET AMENDMENT 2013-14 EFFECT ON BUDGETARY FUND BALANCE: Increase Revenue Estimates X Increase Expenditure Appropriations Transfer Budget Appropriations SOURCE: from existing budget appropriations from additional estimated revenues NX from unappropriated fund balance EXPLANATION: This budget amendment is requested to provide for the following: NO. BA- 14BA-038 AMOUNT: S5o,000.00 Increase in Budgetary Fund Balance X Decrease in Budgetary Fund Balance No effect on Budgetary Fund Balance To increase expenditure appropriations in the Facilities - Newport Coast CC Remodel account for the Newport Coast Community Center Stage Remodel. ACCOUNTING ENTRY: BUDGETARY FUND BALANCE Amount Fund Account Description Debit Credit 010 3605 General Fund - Fund Balance $50,000.00 REVENUE ESTIMATES (3601) Fund/Division Account Description EXPENDITURE APPROPRIATIONS (3603) Division Number 7011 Facilities Account Number C1002043 Newport Coast CC Remodel $50,000.00 Signed: Signed: Administrative Approval: City Manager City Council Approval: City Clerk uate Date I 93