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04608 - CLAUSS CONSTRUCTION CONVENTION CENTER DEMOLITION CP02-19-01
OOC N 210OZ—SZOSS I 08/18/2003 08:00A Fee:NC Page 1 of 1 Recorded in Official Records County of Riverside Gary L. Orso Assessor, County Clerk d Recorder 111111111111 1 11111111111111111111111111111111111111 IN Return To: n S IL PAGE E OA PGGR NOCOR MFCity ClerkCity of Palm Springs P.O. Box 2743 q RCOPY LONG REFUND NCHG E AM Palm Springs, CA 92263-2743 — NOTICE OF COMPLETION NOTICE IS HEREBY given that: 1. The City of Palm Springs, California is a municipal corporation, organized and incorporated pursuant to the laws of the State of California. 2. The City Clerk of the City of Palm Springs is authorized and directed to execute, on behalf of said City,any and all Notices of Completion. 3. The address of the City of Palm Springs is City Hall, 3200 E Tahquitz Canyon Way, Palm Springs, California(P.O. Box 2743, Palm Springs, CA 92263-2743). 4. The public work of improvement on the hereinafter referred to real property within the city was COMPLETED on the 4 h day of June, 2003. 5. The name of the contractor(if named)for such work of improvement was: Clauss Construction. 6. The public work improvement, which was completed in the City of Palm Springs, County of Riverside, State of California, is described as follows: Palm Springs Convention Center Expansion-Phase I, City Project#02-19. 7. The property address or location of said property is: 797 E.Andreas, Palm Springs,CA 92262. City Project No Agreement No. i4 C-eE Minute Order No. d?-L 1 _ 02-19 02-19-01 DATED: L�T CITY OF PALY,SPRINGS By, �ry Execufive Director-Airports PATRICIA A. SANDERS, being duly sworn, says: That she is the City Clerk of aforesaid City of Palm Springs, California, the corporation that executed the foregoing notice; that she makes this verification on behalf of said corporation; that she has read the foregoing Notice of Completion, and knows the contents thereof, and that the facts stated therein are true; that as said City Clerk, she makes this verification on behalf(,�La-i�dmu ' al torpor 'on ' City Clerk Index No. Clauss Construction Convention Ctr CP02-19-01 AGREEMENT #4608 M07221 , 12-18-02 C AGREEMENT / THIS AGREEMENT made thisl �/ day of in the year 2002, by and between the City of Palm Springs, a charter city, organized and existing in the County of Riverside, under and by virtue of the laws of the State of California, hereinafter designated as the City, and, Clauss Construction hereinafter designated as the Contractor. The City and the Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 --THE WORK The Contractor shall complete the Work as specified or indicated under the Bid Schedule(s) of the City's Contract Documents entitled: Palm Springs Phase I Convention Center Expansion Selective Demolition City Project No. 02-19 The Work is generally described as follows: provide all necessary labor, materials, equipment, hoisting, scaffolding, tools, rigging and anything else necessary to complete the work for the Palm Springs Phase I Convention Center Expansion. ARTICLE 2 -- COMMENCEMENT AND COMPLETION The Work to be performed under this Contract shall commence on the date specified in the Notice to Proceed by the City, and the Work shall be fully completed within the time specified in the Notice to Proceed. The City and the Contractor recognize that time is of the essence of this Agreement, and that the City will suffer considerable financial loss if the Work is not completed within the time specified in said Notice to Proceed, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The damages suffered by the City would be extremely difficult or impractical to determine in the event of a Breach by the Contractor. Accordingly, the City and Contractor agree that the Contractor shall pay the amount provided below, as liquidated damages, for each calendar day that the Work is not completed in the time set forth above: $2,000.00 ARTICLE 3 -- CONTRACT PRICE The City shall pay the Contractor for the completion of the Work, in accordance with the Contract Documents, in current funds the Contract Price(s) named in the Contractor's Bid and Bid Schedule(s). ARTICLE 4 --THE CONTRACT DOCUMENTS The Contract Documents consist of the Notice Inviting Bids, Instructions to Bidders, the accepted Trade Bid and trade Bid Schedule(s), List of Subcontractors, Non-collusion Affidavit, Bidder's General Information, Bid Security or Bid Bond, this Agreement, Worker's Compensation Certificate, Performance Bond, Payment Bond, Notice of Award, Notice to Proceed, Notice of Completion, General Conditions of the Contract, Supplementary General Conditions, Exhibits A through G, Construction Drawings and Specifications, Addenda numbers 1 to 3, inclusive, and all Change Orders and Work Change Directives which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto. ARTICLE 5 -- PAYMENT PROCEDURES The Contractor shall submit Applications for Payment in accordance with provisions of the Standard Specifications as amended by the Special Provisions. Applications for Payment will be processed by the City as provided in the Contract Documents. ARTICLE 6 -- NOTICES Whenever any provision of the Contract Documents requires the giving of a written Notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the Notice. ARTICLE 7 -- MISCELLANEOUS Terms used in this Agreement which are defined in the Standard Specifications as amended by the Special Provisions will have the meanings indicated in said Standard Specifications and Special Provisions. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically, but without limitation, monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The City and the Contractor each binds itself, its partners, successors, assigns, and legal representatives, to the other party hereto, its partners, successors, assigns, and legal representatives, in respect of all covenants, agreements, and obligations contained in the Contract Documents. (Signatures on Next Page) IN WITNESS WHEREOF, the parties have executed and entered into this Agreement as of the date first written above. CITY OF PALM SPRINGS ATTES1., a municipal corporation 5 r City Clerk J e City Manager p Agreement over/under$25,000 APPRUVWED AS TO FORM: A /LC Reviewed and approved 6y Procurement&Contracting Bvt!L _ City Attorney IntNatlL " ' bafill tL L; P.O.Number CONTRACTOR: Check one:_Individual_Partnership Corporation Corporations require two notarized signatures: One from each of the following: A. Chairman of Board, President,or any Vice President:AND B.Se cretary,Assistant Secretary,Treasurer,Assistant Treasurer,or Chief Fiinna,�ncial Officer).cer).By: "c cd� By: /�C Signature(notariizped) Signature (notarriiazed) Name: -r- - L° LA-u5''5 Name: ��&/C& Title: a" L[c ✓J/ Title: State of State of C,\A County of SfR'.bt ec,ojss County ofSrV"n.lte(lO)ss 2Zb bq— —pt , r O OIL— On before me n beforer�me, personally appeared C(�TR.A.�.GL M. C_L+RJSS personally appeared ea-ML uc- rn, C.W 'S personally known to me (er-proved-ta7ma-on-the-basi f personally known to me sati v to be the personj(C) whose name(7Q satisfaetorq-Eaidew to be the person('.4) whose name.) is/OvF'subscribed to the within instrument and acknowledged is/3t subscribed to the within instrument and acknowledged to me that he/shekh" executed the same in his/her/then to me that he/ehe/they executed the same in his/herRhefr authorized capacity(, and that by his/hetAheiHsignatureK authorized capacity(, and that by his/herkhefr signaturelN, on the instrument the person)K), or the entity upon behalf of on the instrument the person€), or the entity upon behalf of which the person(,4 acted,executed the instrument. which the person')acted,executed the instrument. WITNESS my hand and official seal. WITNESS my hand and official seal.[ Notary Signature `�� � Notary SignaturesC1— Notary Seal: Notary Seal: TAMMY DBJNtr TAMMY DENNY Cotnmiabn#12DM Commission# 72D7090 W*W Pbpc_Cdifptlb Notary Public-California San Dh3go Courtly San Diego County MyC0rnm.BAlresJan72W J My Comm.mires Jan7,2003 i '� j'�.:J.'ti�i.f�.E_iF pWP�Y�C:+iWThIYa°�x4Y V'M 41eFf �;'�.;ni.�:;`.'ii4x:F�.S�'�f?.'��1�3�f��'.�'��`1;rfy}Ai �.� PERFORMANCE BOND KNOW At.L MEN BY THESE PRESENTS, That Claus Construction,as Contractor and American Guar8ntee and Liabi 1 i ty In urance as Surety, are held firmly bound unto the City of Palm Springs,a Charter City,organized and existing County of kiverside,California,hereinafter called the "City," in the sum of one hundred forty eight thousand two hundred ($148 2UO.001 dollars for the payment of which sum well and truly ro be trade, we bind umselvcs, ow hoirs, executors,administrators,successors,and assigns,jointly and severally,firmly by these presents. W14EREAS said Contractor has been awarded and is about to enter into the annexed Agreement with said City to perform the Work as specified or indicated in the Contract Documents entitled: PALM SPRINGS Phase I Convention Center Expansion CITY PROJECT 02-19 SELECTIVE DEMOLITION NOWT FORE,if said Contractnr shall perform all the requirements of said Contract Documents required to be perforated on its part,at the times and in the manner specified herein,then this obligation shall be null and void, otherwise it shall remain in full force and effect. PROVIDED,that any alterations in the Work to be done or the materials to be furnished,or changes in the time of completion,which may be made pursuant to the terms of said Contract Documents,shall not in any way release said Cuuuattoi ur said Surmy thereunder,nor shall any extemiaw of time grantod under the provisions of said Contract Documents, release either said Contractor or said Surety,and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. SIGNATURES ON NEXT PAGE SIGNIED AND SEALED, this 23rd day of December ,XMX 2002. Contractor p�Dt � Y 4Clauus Construction Contractor Rud l Q wv_ By EY���G.YLI��sisA Title 'iJ(�/d (2L _ Title — Corporations require two notarized signatures: One from each of the following: 1 Chairman of Board, President; or any Vice President: AND 2. Secretary, Assistant Secretary, Treasurer, Assistant Treasurer, or Chief Financial Officer). SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY Surety American Guarantee and Liability Insurance Company Tide. Evelyn D Rogers Attorney-in-Fact PAYMENT BOND KNOW ALL MEN BY TI-M-SEPRESENTS, t American Guarantee and Liability Insurance Company Thaas Surety,are held firmly bound unto the City of Palm Springs,a Charter City, organized and existing in the County of Riverside,State of California,hereinafter called the"City,"in the sum of:one hundred forty eight thousand two hundred(S 148,200.00)dollars for the payment of which sum well and truly to be made,we bind ourselves,our heirs,executors,administrators, successors,and assigns,jointly and severally,firudyby these presents. WHEREAS,said Contractor has been awarded and is about to enter into the annexed agreement with said City to perform the Work as specified or indicated in the Contract Documents entitled: PALM SPRINGS Phase I Convention Center'Expansion CITY PROJECT 02-19 SELECTIVE DEMOLITION NOW THEREFORE,if said Contractor,its subcontractors, its heirs,executors,administrators, successors,or assigns shall fail to pay for any materials,provisions,provender, equipment or other supplies used in,upon,for or about the performance of the Work contracted to be done, or for any work or labor thereon of any kind, or for amntmtc duo tmdrr the t lnempinymmnt Insumnm.Cnde. nr fnr any nmrnmtn regnired to be,dmduct'ed,withheld,and paid over to the Employment Development Department from the wages of employees of the Contractor and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such labor,all as required by the provisions of Title XV, Chapter 7,Sections 3247-3252,inclusive, of the Civil Code of the State of California and acts amendatory thereof,and sections of other codes of the State of California referred to therein and acts amendatory thereof, and provided that the persons, companies,or corporations so furnishing said materials, provisions,provender, equipment or other supplies,appliances or power used in,upon,for or about performance of the work contracted to be executed or performed,or any person,company or corporation renting or hiring implcmonts ern uraohinery or power for ar conu'iburiug to said work to be douc,or any person who perforlus wurk or labor upon the same, or any person who supplies both work and materials therefor, shall have complied with the provisions of said laws,then said surety will pay the same in an amount not exceeding the sum hereiubefore set forth and also will pay,in cast:suit is brought upon this bond,a reasonable attorney's fee,as shall be fixed by the Court, This bond shall inure to the benefit of any and all persons named in Section 3181 of the Civil Code of The State of California so as to give a right of action to them or their assigns in any suit brought upon this bond. PROVIDED,that any alterations in the Work to be done or the materials to be furnished,or changes in the time of completion, winch may be made pursuant to the terms of said Contract Documents,shall act in any way release said Contractor or said Surety thereunder,nor shall any extensions of time granted under the provisions of said Contract Documents release either said Contractor or said surety, and notice of said alterations or extensions of the Agreement is hereby waived by said Surety. SIGNATURES ON NEXT PAGE ;r SIGNED AND SEALED, this 23rd day of December )( 2002 Surety American Guarantee and Liability Insurance Compan, Contractor Clauss Construction 9y___� liCereLJ Ey � Title Title Evelyn D Rogers Attorney-in-Fact ��,,// (SEAL AND NOTAMAL ACKNOWLEDGAMNT Contractor OF SURETY) i,,,rx ,dy By r //JJ�v,o u ed Title� v_� Corporations require two notarized signatures: One from each of the following: 1. Chairman of Board, President,or any Vice President: AND 2. Secretary,Assistant Secretary,Treasurer, Assistant Treasurer, or Chief Financial Officer), INDIVIDUAL ACKNOWLEDGEMENT State of County of On this day of , 20_. before me personally came and known to me to be person described in and who executed the foregoing instrument, and he thereupon duly acknowledged to me that he/she executed the same. Notary Public CORPORATE OR FIRM ACKNOWLEDGEMENT / State of -� G County of i On this day of U 20 before me personally Came % to me known, who being duly sworn, did depose and say that he resided in / and that he is the of the corporation described in which executed the foregoing instrument; that he knew the seal of said corpora r n; that it was affixed by order of the Board of Directors of said corporation an at he signed his name thereto by like order. Notary Public SURETY ACKNOWLEDGEMENT State of Florida County of Hillsborough On this k day oi C 1 002, before me personally appeared Evelyn D. Rogers who being by me duly sworn, did depos and say t, t she resided in 7 Tampa, FL and that she is the Attorney-in-Fact of - 1_= ^''P� '; i- the Surety described in and which executed the foreg mg instrument that she knew the seal of If the said Surety; that the seal affixed to said instrument was Such surety seal; that it was affixe✓ i by order of the Board of Directors of said Surety, that she signed her name thereto by like �` — order. SHARON L. DAn3GH2 ti'Y li VL? A 6e,� 4 Notary Public, State of Florida Notary Public My COML Explres Feb,26,2004 No.CC896495 NTE� AND LIAo p�TTORNEYU�000s NY '!'Tty PIaIRIE MER th e ror 0 14 it U PP ibe, D pOtIVER ew fork N W k 1i One� a [30 Flnor] A OINTING"INDIVIDUAL"'ATTORNEY(S)-IN-FACT KNOW ALL MENBY_THESE P--RESENT=,-That-the-AMERICAN=GUARANTEE`AND LIABILITY-INSURANCE=COMPANY a corporation created by and existing under the laws of the State of New-York-with its Executive_Offices located in Schaumburg, Illinois does here by nominate, constitute and appoint - -- - i Evelyn D;Rogers dflTampai FlolYda Ps tQrue a g I'nm Wifh C 111 y h cohferres' unde ta,kmgs reC yute in ds or her writen 0 g wg r by(S) m Fact with p"Of andp authority here y 9 o mzartces d to sl 'Seal and ck rid all bond bh at onset the natu a :o aed o he date of - 0 n t bihd AMERICAN ssuanc BIL TY I S r Ara a „ (s) in FsFf. it, ill ed This ttharobyr an cts of saidsgttorn$y y he puYsuant to these pie GUARANTepyAatDied andl coht q1 C ower of A otney is made and ez p uant to and b PAN E C"OMPANY a a y wing By' L hetp y P P d f p y y y ecuryd ur n n r a 4secetary ethord f o le IIIB 7hed resident tlrda v ce er s ar of Der scinded m 111t, Sectiah 2 Artac Y p y pan th ar thonty t ekedute sureKe ao asst n behalf of t W� e ctors of the Yom an ili o the nompa ass st !roaq�l�o),ldpp w is ny other iht an erson gttorne it ed b a sec a as no -- unde wn4mg_contracts_' reference-thereto and-_[eins_ur_ance agreements_relating to_individual policies and bonds of all kinds and the corporate seal...Any such officers may revoke the powers_granted-to any Attorney-in-Fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by Boafd-of Directors of the AMERICAN GUARANTEE ANR LIANILITY INSURANCE COMPANY at a meeting duly called and,h,eld on the 251h day, .L, sec eQ ry and tlrte'seal o'9theucomp'any'Mray 6e affxedyby faes'mile on any�PoWterso'f Attorney g"ranted putshant to Secl on assi s�aht of - article-III of the By-Laws;and the signature of'a-secretary-or an-assistant secretar"nd the seal-of_the company may be affixed- by facsimile to any-certificate of any-such-power.Any_such-power or any certificate_thereof bearing such facsimile signature and seal_shalt be valid,and binding on the company. Furthermore,any such power so executed and sealed and-certified_by y 9 certificate so executed and sealed shall,with respect to an bond or undertaking to which it is attached continue to be valid and tpenY11% !„ Ugasl"Q , the hMEI ICAN GUpRANTPE gNQJ t IABI'll 1,jEITY INSURgN111WCE GONIPANY has',caused these presents to be d•od"' its 5ehalf'a'nd''^its Gorp'orafe Seal to"""tie here'u'hto sffzed""''and attested''lby its off'"c"e'rs tn'e'reunto lidy authorized,the 29th-day`6f December 2000 WARNING:This_Po_wer of Attorney is printed on paper that deters_unauthorized copying or faxing. - - AMERICAN GUARANTEE AND LIABILITY INSURANCE COMPANY  - " rf ;. awfu" ll; I' .a' STATE OF ILLINOIS - - -David A. Bowers ---= - --_=- --- -_-- Donald Hurzeler --- COUNTY OFCOOK -Secretary Executive Vice President - - On this 29th day of December A.D., 2000 before the subscriber, a Notary Public of the State and County aforesaid;=duly Notary Public commissioned and tuahfed Dame t„ho aboue ii'ametl wce;;presldent a,nd seoretary of the AMERICAN GUARANTEE AND tIABILITI !i cers d Y abed m anQl'everally a each I'for I de st umenf anCOtvIPANY; t� mep a ged tf]e er(}he�afficesfli p p pg y yyrorn they ' ufed the reced'g' d t e eacYa acknowle„ o I m sa tl 1Cdals and offs; ''posed and' h y P d on�hy kn wh to be f a'doratibn asmhdc cited; that the Seal affixedd himself said that'the res ectivel hold " e Same � nto the preceding,__ instrument is the Corporate Seal of said Corporatioh'and that the said Corporate Seal, and their signatu_fe_as such officers, were-duly affixed and subscribed-to,the said instrument pursuant to all due corporate authorization. N WITNESS' WHEREOF I have he -affixed - - yy - - -n I reunto set my hand and Official Seal the da and ear first above written. Vl ]�ut�p�Qyifln M Cory nn' 7'�nTa sY�o,rr'rA 11 77 y mmissioh Ex eras oai2 Nota Pubad I P 2/ 03 T d th hey h s Secificall 'namedthey a4e p y p anner and to the exten,'t herein stated no authority to; bihd the C°e aanof the gMERIe m GUAg, rids Arad pn ertakitagp Y iIT an his Power o gttorhe emits the acts of t o e am d th re h fo tha bo ewer nfAtfdn ey hares Ralad eftecN ndlfurthe e SUR#N o ctio 2 o q„rticle III hfdhg By La s ofthe I he undersi ned, a sec try GF�N GE COMP NY do here Po haboue set fti"rth is Mill Ihi,full ford" rtify tha S Cd'mpahy anti"the Resolutior of the Board of Directors set forth m said Power of AYlRrney are still in force. Ih testimony whereof I h5Ve hereunto subscribed my name and affixed the seal of the said-Co- ay of Gti 4 {4'11 AMt p 13owers Se19117ftYm&r:899g9$887816A333200193640 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Y�'^�.c:�"-=�r�^.t-;^�:,^;,�^.c^c.^,ct;:;�,=rc;:^c:r, � <�<;:-c;���:tr.:;�^,;;.^,,-;;;er;����;-<;:.rct^,:,r,<r,=�;;=;t;;-;=.ti;-=;r,-;<;:�::•.v:c:,�, rn,�,.�> I �I State of California fi ss. County of SAY\ J�l L=C,� Ifi fi Zlo - 02 On 2 before me,���Yhrv-V �LY lr 4yi n>���� ��Ptt� Date Nama antl Tula of ORieer(e g, 'Jane Doa,Notary Pubtic') )I I� ] ifl personally appeared _DLi GL C.Lr�S_ ' C Name(s)of Signaps) 11 r 5 fipersonally known to me fi proved to me on the basis of satisfactory )�li 0 evidences 14 �� to be the person l whose nameW isiare subscribed to the within instrument and ( acknowledged to me that heishe/they executed j fithe same in his/herthefr authorized �l TAMMYD�NY capacityoe�Fo; and that by his/herf-heir 31 Comilision0120 signaturem on the instrument the personi or Nokirypublic-Cdlhtmlo the entity upon behalf of which the person( n smDiewCOW* acted, executed the instrument. 'I MyComm.I5VW®Jm7,2M3 WITNESS my hand and official seal. if Plana Notary Beal Above Sit.11 otary Public li t OPTIONAL z� Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. jl <: b Description of Attached Document gal Title or Type of Document: 11 I� �l << Document Date: Number of Pages: �l III Signer(s) Other Than Named Above: sl Capacity(ies) Claimed by Signer Ifi1 Signer's Name: ,�rl ❑ Individual i� Top of thumb here ❑ Corporate Officer—Title(s): °>I ❑ Partner—❑ Limited ❑ General Its: ❑ Attorney in Fact '11 ° ❑ Trustee ;>I ICI ❑ Guardian or Conservator PI �1 ❑ Other: �I it Signer Is Representing. ),l I� of ©1997 National Notary Association•9350 De Soto Ave.,P.O Box 2402•Chatsworth,CA 91313-2402 pool No 5907 Reorder Call Toll-Free 1-800-876-6827 TRADE BID TRADE BID PACKAGE# 1 TRADE DESCRIPTION Selective Demolition BID TO: CITY OF PALM SPRINGS, CALIFORNIA The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with the City of Palm Springs in the form included in the Contract Documents (as defined in Article 4 of the Agreement) to perform the Work as specified or indicated in said Contract Documents entitled,TRADE BID FOR: PALM SPRINGS CONVENTION CENTER EXPANSION PHASE I PROJECT NO.02-10 Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice Inviting Bids and Instructions to Bidders, dealing with the disposition of the Bid Security. This Bid will remain open for the period stated in the Notice Inviting Bids unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Instructions to Bidders,and will furnish the insurance certificates, Payment Bond, Performance Bond, and Permits required by the Contract Documents Bidder has examined copies of all the Contract Documents including the following Addenda (receipt of which is hereby acknowledged): G I Number I Date �-1 fl ✓ Number Date la,,i 0(D`l 0a Number__ Date ( 'L�J` 1 6 7.1 Number Date I Bidder has familiarized itself with the nature and extent of the Contract Documents, the Work,the site,the locality where the Work is to be performed, the legal requirements (federal, state, and local laws, ordinances, rules, and regulations), and the conditions affecting cost,progress or performance of the Work and has made such independent investigations as Bidder deems necessary. In conformance with current statutory requirements of California Labor Code Section 1860,et seq.,the undersigned confirm the following as its certification: I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self insurance in accordance with the provisions before commencing the performance of the Work of this Contract. To all the foregoing,and including all Bid schedule(s),List of Subcontractors,Non-collusion Affidavit,Bidder's General Information, and Bid Bond contained in these Bid Forms, said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment therefore the Contract Price based on the Lump Sufm or Unit Bid Priests) named in the aforementioned Bidding Schedule(s). Mo Date: I2nn C 62,, ,},, /�V� Bidder:D auss l.iJl��l f�a� on By fcl�.,�* Title: k4 TRADE BID TRADE BID FORMS - 2 ff 1.. TRADE BID SCHEDULE Lump Sum Price for Construction of The Palm Springs Convention Center Expansion Phase 1 Project No. 02-19 in the City of Palm Springs, California TRADE BID PACKAGE NO.: 1 TRADE BID PACKAGE DESCRIPTION: Selective Demolition TOTAL 'D BIIr�PRICE - (INCLUDING PERFORMANCE AND PAYMENT BOND PREMIUM) - S �A D aOCJ .dv Price in F ores Price m rtls n wortls BIDDER: BY: Signature TITLE: DATE: J✓� J G / 5 -- City of Palm Springs TRADE BID SCHEDULE - LUMP SUM PRICE TRADE BID FORMS - 3 F PALM S A City of Palm Springs ry ,� Department of Procurement and Contracting C3200 Tahquitz Canyon Way • Palm Springs, California 92262 9(/FO RNA TEL: (760)323-8239 • FAX(760)322-8372 • TDD (760)864-9527 CITY OF PALM SPRINGS 3200 East Tahquitz Canyon Way Palm Springs, CA 92262 NOTICE TO ALL TRADE CONTRACTORS PHASE I EXPANSION OF THE PALM SPRINGS CONVENTION CENTER CITY PROJECT#02-19 ADDENDUM NO. 1 This Addendum is being issued for the following changes and informational items: SUMMARY OF CHANGES: This Addendum includes: 1. Change: (All Trades) Change bid date from December 10, 2002 to December 17, 2002. 2. Add: (All Trades) Section 19 to Instructions to Bidders - Construction Manager's Administration. 3. Add to Supplemental General Conditions (All Trades) Item 2A. 4. Add Exhibit "H" OSHA 30 Hour Policy(designated Trades). 5. Change Instructions to Bidders Section 8 Bid Form. (All Trades) 6. Informational: Scopes to be provided Monday, December 9, 2002. (All Trades) 7. Informational: Anticipated Project Schedule is available on the City's web site. 8. Informational Lists: (A) List of Pre-qualified Trade Contractors for those trades requiring pre-qualification and attendance at the mandatory pre-bid conference Post Office Box 2743 0 Palm Springs, California 92263-2743 (B) List of Trade Contractors who attended a Mandatory Pre-Bid Conference for applicable trades which did not require pre-qualification. 9. Delete Bid Package 16 - Fabric Sound Panels from the Notice Inviting Bids. DESCRIPTION OF CHANGES 1. Change Bid Date: A. Change Notice to Pre-Qualified Trade Contractors for the following trades: Trade Bid #1 Selective Demolition, Trade Bid #6 Structural Steel, Metal Decking & Miscellaneous Metals, Trade Bid #13 Metal Stud Framing & Drywall, EIFS, Insulation & Fireproofing, Trade Bid #28 Kitchen Equipment, Trade Bid#29 Plumbing,Trade Bid#30 HVAC,Trade Bid#31 Fire Protection and Trade Bid #32 Electrical, published in the Desert Sun on November 11 and November 16, 2002: Change Date and Time of Opening Bids from 2:00 p.m., local time, December 10, 2002 to 2:00 p.m., local time, December 17, 2002. B. Change Notice to Trade Contractors for the following trades: Trade Bid #4 Concrete & Reinforcing, Trade Bid #8 Roofing & Sheet Metal, Trade Bid #9 Doors, Frames&Hardware,Trade Bid#15 Acoustical Ceiling,Trade Bid#16 Fabric So&Wallcovering and Trade Bid#21 FRP,published in the Desert Sun on November 11 and November 16, 2002: Change Date and Time of Opening Bids from 3:00 p.m., local time, December 10, 2002 to 3:00 p.m., local time, December 17, 2002. C. Change Notice to Trade Contractors for the following trades: Trade Bid #5 Masonry,Trade Bid#10 Overhead Coiling Doors,Trade Bid#14 Ceramic Tile, Trade Bid #25 Dock Equipment: Change Date and Time of Opening Bids from 4:00 p.m., local time, December 10, 2002 to 4:00 p.m., local time, December 17, 2002. 2. Add Article 19 to Instructions to Bidders - Administration of Trade Contracts under Construction Manager as follows: Article 19.0 Administration of Trade Contracts under Construction Manager. 19.a. Work is to be performed in accordance with the Construction Manager's Project Construction schedule. A detailed schedule and corresponding Schedule of Values will be required from all Contractors within 10 days from award of Contract, and will be used in developing, updating and modifying the Construction Manager's Project Construction schedule. Trade Contractor's will acknowledge that the Project Construction Schedule will include"out of sequence," and "phasing" of the work. Trade Contractor shall provide a three (3) week look ahead schedule of its work on a weekly basis. 19.b. Complete submittal log and packages including fabrication and delivery lead times shall be submitted to Construction Manager within 10 days of award of the Contract. 19.c. MSDS sheets shall be provided the Construction Manager and maintained on site for the duration of the Project. All trade contractors shall include handling material in accordance with the MSDS. 19.d. Trade Contractor acknowledges that he has visited the site and familiarized itselfwith the existing conditions,including phasing of work,which may influence the Work.Trade Contractor also warrants that he has reviewed the Contract Documents prior to execution of the Contract and has notified the Construction Manager of all conflicts contained therein that could affect cost, schedule or quality. If conflicts are found after the execution of the Contract, Contractor shall perform the Work in accordance with the Construction Manager's direction for no change in Contract Price or Time. 19.e. Trade Contractors shall be responsible for coordinating their work with other Trade Contractors scopes of work. Trade Contractors shall review and study the Drawings and Specifications, submittals, and shop drawings of the Work of other Trade Contractors with respect to the coordination of theirwork with these other Trade Contractors. 19.f. Trade Contractor shall schedule the work and the presence of it's employees at the job site and any deliveries of supplies or materials by it's material men and suppliers to the job site on such days and at such times and during such hours, as may be required by the Construction Manager. Trade Contractor shall assume responsibility for such schedule compliance not only for it's employees,but also for its material men,suppliers and subcontractors. 19.g. Trade Contractor shall be responsible for the cost of expediting all deliveries of his materials to meet the requirements of the Construction Manager's progress schedule. Should it become necessary, in order to maintain job progress, for the Construction Manager to augment the Trade Contractor's expediting efforts, all such costs incurred by the Construction Manager shall be borne by the Trade Contractor. 19.h. Trade Contractor agrees that it will notify its employees and related personnel, via written handouts, that the use of illegal drugs, intoxicating beverages, and firearms or other weapons on the site is prohibited. 19.i. Strikes (including sympathy strikes) or any other stoppage of work by employees performing the work on, or delivering supplies or materials to,the Project shall not excuse any delay of the Trade Contractor in the proper performance of its work, regardless of whether the strike or other stoppage of work is attributed to union action or the decision of an individual employee. 19.j. No publicity releases (newspaper, radio, TV, advertisements, etc.) shall be issued without the prior review of the Owner and of the Construction Manager. No signs, other than field office identification signs, will be permitted. 19.k. Trade Contractor shall be responsible to continually update sepia drawings (with draftsman quality) of the working Drawings, large scale detail drawings,and specifications to show any and all field changes thereon.Sepia drawings shall be maintained in the Construction Manager's field office. Plumbing, Fire Protection,Mechanical,and Electrical Trade Contractors shall provide copies of the current as built drawings with their monthly payment requests. Payment requests will not be processed without these updated drawings. 19.1. Final Payment will not be processed by Construction Manager unless all required Record Drawings, As-Built Drawings, Operations and Maintenance Manuals, Guarantee/Warranty Letters, Care and Maintenance information, and all other Close-Out Documents are inventoried, approved, transmitted to and received by the Construction Manager. 19.m. The Trade Contractor shall furnish to Construction Manager,on a daily basis, a report of the total number of his workers employed on the job, hours worked, and a detailed description of the work performed by his own forces or that of his subcontractors. Contractor shall include copies of their job site toolbox meeting minutes, including participants sign in sheet. 19.n. Trade Contractor shall be responsible for providing off-site storage facilities for his own materials at its cost. The storage of materials and equipment at the site shall be permitted only to the extent approved by the Construction Manager in advance. Location of Trade Contractor's items of storage, plant and tools requires approval from Construction Manager. 19.o. Electrical power will be provided on the site for the use of the Trade Contractors for the operation of small tools. Trade Contractors shall provide extension cords from distribution points.Temporary power will be provided by the electrical Trade Contractor. 19.p. Minimum temporary lighting will be provided to maintain the foot candle coverage required by law. Contractors are each required to provide their own necessary task lighting. Temporary lighting will be provided by the Electrical Trade Contractor. 19.q. Trade Contractor will be responsible,for ventilating any hazardous, combustion, or other pollutant causing equipment or material, within the area(s) of Work, including all ventilation required by the MSDS. 19.r. Trade Contractorshall give the Work constant attention,management, and supervision through an authorized Superintendent and all necessary assistants. Such Superintendent shall be authorized to act for the Contractor in all matters relating to the Work, and all directions given him shall be binding.Trade Contractor must provide Contact name and emergency phone number to Construction Manager prior to commencement of work. 19.s. Trade Contractor shall be responsible to provide all scaffolding, toe boards, temporary shoring (engineered if required), ladders, scissor lifts, or any other equipment, including hoists, necessary to complete their work. Trade contractor shall ensure that all its employees, and subcontractor's shall be OSHA trained in the use of the equipment. 19.t. All equipment to be used indoors must be approved by the Construction Manager prior to the commencement of work. 19.u. Movement of all vehicles and equipment into and on the site,including unloading, shall be subject to the control of the Construction Manager (including the flow of traffic patterns). Individual Contractors shall be responsible for observing established traffic regulations and for providing flagmen, as required, to prevent disruption to general traffic by his vehicle, equipment or operations. Trade Contractor is responsible for clearing all debris from streets, parking lots, or public areas resulting from its operations. 19.v. Temporary toilets will be provided for use of all workers. The restrooms within the Convention Center and adjoining Hotel are not to be used by Construction Personnel. Temporary toilets shall be provided by the Plumbing Trade Contractor. 19.w. Temporary safety fencing and barricades may not be moved and/or altered without the prior consent of the Construction Manager. 19.x. Parking will only be allowed in designated areas. There will be NO Construction parking in the general lots for the Convention Center or adjoining Hotel. Those vehicles found in violation of this policy, will be immediately towed from site,with the Owner of the vehicle held responsible for towing and storage costs. 19.y. Radios, tape recorders, cameras, video cameras, or any other audio or visual equipment are not permitted on the job site. 19.z. The display of any offensive pictures,words(including foul language), etc, on the job site is strictly prohibited and will be grounds for removal of the responsible personnel from the job site. 19.aa. Smoking, or smokeless tobacco, are not permitted on the job site (inside or out). Smoking will only be allowed in a designated area to be determined by the Construction Manager. Violation of this item may result in expulsion of individual(s)from the Project and/or monetary fines. 19.bb. Consumption of food and beverage on the Project will be limited to areas as designated by Construction Manager. There will be absolutely no food or drink allowed within the building. 19.cc. There will be no Communications with Conventioneers, Hotel guests, staff or Convention Center personnel, unless a safety item is at issue. 19.dd. Trade Contractors shall be responsible to protect all existing, or completed finishes. Trade Contractor will bear the costs for restoration, disinfection,cleaning,and/or replacement any areas damaged by their Work. 19.ee. Neither the Owner, nor the Construction Manager will be providing Guard Service for the job site. The Trade Contractor has the liability for any loss or damage to their tools, equipment or materials as a result of vandalism and/or theft. 19.ff. Trade Contractor shall directly arrange and call for all inspections required by the City, or other municipal agencies, as required, but will inform the Construction Manager in advance of said inspections.All permit plans and permits will be delivered to the Construction Manager. 19.gg. Trade Contractors Foreman/Superintendentwill be required to attend weekly Safety/Coordination Meetings at a location on the site designated by the Construction Manager. 19.hh. Appropriate clothing and accessories shall be worn at all times. This includes, but is not limited to, work boots, eye protection, hard hats, etc. Shorts, sleeveless shirts or tank tops are not allowed. 19.ii. Positioning devices (body belts), used as a sole means or method of tie-off for fall protection compliance, without the use of an approved full body harness will not be permitted at any time. 19.jj. Only the use of approved lanyards having an approved deceleration device which complies with OSHA Standard: Fall Protection, 29 CFR 1926, in conjunction with an approved full body harness with D-ring at shoulder level, will be permitted as approved fall arrest system at any time. 19.kk. Use of roll-out, non-locking connector type snap hooks is prohibited for use at any time. 19.11. Construction Manager has developed a Project Construction Schedule that shows contract duration and approximate phasing, sequencing and relationships of the Work. This schedule is based on the Construction Manager's Schedule concepts developed prior to the start of Construction. The Project Construction Schedule is subject to change and update pending discussion, modifications, acceleration after receipt of each Trade Contractor's schedule, weekly schedule updates, and its submittal, material and equipment fabrication and delivery lead times following the award of the Contract and commencement of the Work. 19.mm It shall be the responsibility of the Trade Contractor to become familiar with the updated Schedule(s) and shall, at all times, cooperate with the Construction Manager to keep on the premises sufficient material, supervision, and manpower to perform the Work of their Contract in keeping with the Project Construction Schedule. 3 Add to Article 2 of Instructions to Bidders the following: 2.a. Bidders are assumed to be knowledgeable of their respective Trades of work and shall include all requirements to complete a complete, fully functional, code complying system ready for its intended use as described by the Construction Documents 4. Add Exhibit"H" OSHA 30 Hour Policy, for trades designated in the exhibit, attached. 5. Change Instructions to Bidders, Section 8, Bid Form. Replace existing second paragraph with the following:The envelope enclosing the Bid shall be sealed and addressed to the City of Palm Springs.The envelope shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "Trade Bid for Palm Springs Convention Center Phase I Expansion" and the date and hour of opening bids. The name of the Trade and the Trade Bid Package Number shall also be clearly marked on the outside of the envelope. Each trade bid shall be enclosed in a separate envelope. 6. Informational: Scopes will be provided via Federal Express delivery Monday, December 9, 2002 to plan holders of record. 7. Informational The Anticipated Project Schedule is available at the City's web site. Go to www.ci.palm-sorinos.ca.us. Go to Departments. Go to Procurement . Select appropriate document. 8. Informational: For your information the following lists are attached: A. A list of pre-qualified trade contractors for those trades requiring pre- qualification and attendance at the mandatory pre-bid conference. B. A list of Trade Contractors who attended a Mandatory Pre-Bid Conference for applicable trades which did not require pre-qualification. 9. Delete Bid Package 16-Fabric Sound Panels. This work is being deferred to Phase II of the expansion of the convention center. END OF ADDENDA NO. 1 BY ORDER OF THE CITY OF PALM SPRINGS City of Palm Springs Harold E. Good, CPPO Director of Procurement & Contracting Dated: December 5, 2002 Receipt of this addenda must be acknowledged on the Trade Bid Forms submitted with the bid package. Attachments: Exhibit"H" OSHA 30 Hour Policy List of Pre-Qualified Trade Contractors for Trades Requiring Pre-qualification and and Attendance at the Mandatory Pre-Bid Conference List of Trade Contractors who Attended the Mandatory Pre-Bid Conference Which Did Not Require Pre-Qualification EXHIBIT H OSHA 30-HOUR POLICY Palm Springs Convention Center Expansion Phase I Palm Springs, CA 1214/02 Trade Contractor and all lower tier sub-subcontractors shall comply with the requirements of OSHA 30-hour Training.All Trade Contractor's supervisory staff must be OSHA certified.Supervisory staff with written evidence of OSHA 30-hour certification within the last 3 years will be acceptable. Training for Trade Contractor's staff not currently certified, can be certified through Turner Knowledge Network (TKN). The web site address is www.turneruniversity.com and must be completed within 3 month from the date of its Trade Contract Agreement or no less than 30 days from start of work. Monthly Payment is contingent upon evidence of current certification or enrollment in the OSHA 30-hour training within the period specified above. Within 5 days of the date of Award of Contract, provide the following information: Project Name Certified Subcontractor Supervisor's Name Y/N Sub-subcontractor(s) Supervisor's Name Y/N Supervisor's Name Y/N Supervisor's Name Y/N Supervisor's Name Y/N Note: Attach a copy of the certificate for Supervisors already certified. Please return this form to the attention of: TURNER CONSTRUCTION COMPANY David Livingston @ FAX: (760) 323-4918 PRE-QUALIFIED TRADE CONTRACTORS FOR TRADES REQUIRING PRE-QUALIFICATION AND ATTENDANT AT MANDATORY PRE-BID CONFERENCE. Trade Bid Name/Number Contractor 1 Selective Demolition Penhall Company Clauss Construction Forward Services, Inc. 6 Structural Steel, Metal Decking & Miscellaneous Metals Orange County Erectors, Inc. ACSS Law Steel 13 Metal Stud Framing & Drywall, EIFS, Insulation & Fireproofing Anning-Johnson Company Raymond Interior Systems Berger Bros Inc. Martin Bros 28 Kitchen Equipment TriMark Raygal, Inc. Kamran & Co. Duray/JF Duncan AM Fab 29 Plumbing SSW Mechanical Murray Company D/K Mechanical Kincaid Plumbing Co Pan Pacific Plumbing 30 HVAC SSW Mechanical ACCO Engineered Systems Cal-Air Inc. Couts Heating & Cooling Los Angeles Air Conditioning 31 Fire Protection Daart Engineering Shasta Fire Protection 32 Electrical SASCO Cove Electric System Electric Brudvik Inc. LIST OF ATTENDEES FOR THOSE TRADE BIDS REQUIRING ATTENDANCE AT THE PRE- BID MEETING BUT DID NOT HAVE TO PRE-QUALIFY 4 Concrete & Reinforcing Precision Concrete Forward Services, Inc. 8 Roofing & Sheet Metal Al Miller & Sons Roofing, Inc. AAA Roofing Service First Single Ply Roofing 18 Resinous Flooring Allied Industrial Coatings, Inc. Floor Seal Technology e ?ALAI S City of Palm Springs l�r.. Department of Procurement and Contracting oeatc` 3200 Tah uirz Canyon Way Palm Springs, California 2262 SCq�IFORN\P . 9 Y Y ' 9 TEL: (760)323-8239 • FAX(760) 322-8372 • TDD(760)864-9527 CITY OF PALM SPRINGS 3200 East Tahquitz Canyon Way Palm Springs, CA 92262 NOTICE TO ALL TRADE CONTRACTORS PHASE I EXPANSION OF THE PALM SPRINGS CONVENTION CENTER CITY PROJECT#02-19 ADDENDUM NO. 2 This Addendum is being issued for the following changes and informational items: 1. Add Part V Scopes of Work (All Trades): 2. Provided for your convenience: Hard copy of Addendum #1 issued December 5, 2002, and transmitted electronically to all plan holders. Note: Includes anticipated master construction schedule, (All Trades) which is also available on the city's web site. Go to www ci Palm-springs ca us Go to Departments. Go to Procurement. END OF ADDENDA NO. 2 BY ORDER OF THE CITY OF PALM SPRINGS City of Palm Springs Harold E. Good, CPPO Director of Procurement & Contracting Dated: December 6, 2002 Receipt of this addenda must be acknowledged on the Trade Bid Forms submitted with the bid package. Attachments: Scopes of Work (All Trades) Courtesy hard copy of Addendum#1 previously issued. Courtesy hard copy of Anticipated Master Construction Schedule (All Trades) Post Office Box 2743 • Palm Springs, California 92263-2743 SCOPE OF WORK TRADE CONTRACT NO. I SELECTIVE DEMOLITION PALM SPRINGS CONVENTION CENTER EXPANSION PHASE I CITY OF PALM SPRINGS, CALIFORNIA Provide all necessary labor, materials, equipment, hoisting, scaffolding, tools, rigging and anything else necessary to complete the Selective Demolition Work for the Palm Springs Convention Center Expansion Phase I Project. I. GENERAL: A. All conditions as set forth in the Turner Safety Program dated February 13, 2001 (Exhibit A), Master Construction Schedule for Bidding Information (Exhibit B), General Liability and Automobile Insurance Limits (Exhibit C), Document List dated November 1, 2002 (Exhibit D), Construction Manager's Standard Provisions (Exhibit E) and Temporary Utilities for Construction Purposes (Exhibit F) are to be considered as part of the work. B. The Drawings and Specifications dated October 30, 2002 (Exhibit D), indicate the General Scope of Work. C. Trade Contractors shall carefully examine this Scope of Work to be performed and the relationship of this work to the work being performed by other Trade Contractors. D. Where a Specification Section is specifically included in the scope of this Trade Contract, it is intended that all work covered by that Specification Section will be included except as otherwise specifically noted. Other specification sections referred to either in these specifications or on the Drawings are included by reference. E. The word "provide" when used herein shall mean furnish and install completely, including all costs of labor, materials, equipment, hoisting, layout, scaffolding, tools, rigging and any other facilities necessary to complete the Work. F. OSHA 30 hour policy Exhibit H. II. SCOPE OF WORK A. The work defined in the Specification Sections listed below is specifically included, but not limited to, the Scope of Work of this Trade Contractor: 02060 - Building Demolition B. As further clarification, Trade Contractor shall: Page 1 12/2/02 Palm Springs Convention Center Expansion Phase I Scope of Work Selective Demolition Page 2 1. Provide saw cutting, breaking and removal of existing concrete slabs, foundations, loading dock slab, ramps, stairs railings, pipe bollards, loading dock bumpers, loading dock walls, concrete footings. Remove loading dock steel and plaster overhang at the Footprint of the new building areas as outlined on the Drawings. 2. Provide removal of existing sidewalks, ramps, patio trellis, columns, patio concrete, landscaping and trees, curbs, bollards and any other objects within the area of new building construction. 3. Provide flagmen and other traffic control during the course of your work. 4. Provide on-site dust control and clean up. Include street sweeper if necessary. 5. Obtain the necessary approval and permits from the City of Palm Springs for any proposed haul routes within the city limits or neighboring cities. 6. Comply with all regulations and laws applicable to handling and disposing of any demolished material. 7. Provide and maintain an erosion and storm water run-off plan (Storm Water Pollution Prevention Plan) for the entire site in accordance with the applicable agency requirements. Remove any sandbags, etc. at the end of your Work. 8. Protect existing gas meter for duration of work until relocation of gas meter. 9. Protect existing landscaping at demolition areas. 10. Protect existing cold room located at loading dock at location where new canopy structure is to be demolished. 11. Provide shoring if required at location of demoed loading dock. 12. Provide temporary plywood door at location of removed storefront. 13. Provide concealed hinges and harp for Construction Manager, loading lock to remain until discretion of Construction Manager. 14. All complete demolition, including "high" work shall take into consideration the safety of all workers, pedestrians, employees, conventioneers, and with no impact to the existing structures, facilities and systems. 15. All theater seating at existing Springs Theater to be removed, haul off, and dispose. Theater seating will not be salvaged. 16. Provide PM-10 plans as required by City of Palm Springs and AQMD. 17. The word "remove' when used shall mean remove and dispose, unless otherwise noted. Page 2 1217/02 Palm Springs Convention Center Expansion Phase I Scope of Work Selective Demolition Page 3 18. Remove, haul-off, and dispose of existing trash compactor. 19. Remove all drywall, walls, ceilings, soffits, enclosures, framing, E.I.F.S, roofing fireproofing ceiling grid, acoustical tile, theater lighting, and equipment, lighting, diffusers, duck, plumbing, piping, fixtures, sinks, doors, frames, carpet, flooring, ceramic tile, wood stage floorings, stage curtains, and steel AHU platforms (after removal of AHU's by Mechanical Contractor, platforms to be salvaged and delivered to Owner). 20. Provide dance floor scaffolding for demolition of theater ceilings engineered scaffolding to accommodate demo and material handling loads. 21. Provide loading and unloading zones. 22. Provide one time scaffolding training session by licensed and certified scaffolding company, on proper OSHA usage of scaffolding for all Trade Contractors prior to use of scaffolding. 23. Provide all temporary utilities as listed under Selective Demolition Scope, in Exhibit "F". 24. Remove all ceiling and walls and drywall noted on demolition plans. Coordinate all demolition with other Trades. 25. Existing exterior HM doors and frames at Kitchen/Loading Dock will remain until new structure is erected and closed in. 26. Coordinate demolition of existing E.I.F.S. and exterior metal stud framing walls with the steel and drywall Trade Contractor's. Work will be phased and completed in conjunction with steel and framing operations. Provide temporary protection over wall framing. 27. Provide protection over all penetrations and openings until permanent construction is in place. 28. Protect existing doors with cardboard during Construction. 29. Protect existing storefront door at Southeast existing lobbies (corridors) at access/egress. 30. Protect existing carpet at existing North, South, and East lobbies (corridors) surrounding Springs Theater (new meeting room area). 31. Provide Fire Resistant Plaster at existing storefront and doors at existing North, South, and East lobbies (corridors) outside Springs Theater. 32. Remove existing curbs at bollards. 33. Remove existing plastered masonry walls. 34. Removal of all Kitchen Equipment which is not reused or salvaged. Page 3 1217/02 Palm Springs Convention Center Expansion Phase I Scope of Work Selective Demolition Page 4 35. Demolish all HVAC Equipment, ductwork and piping. Coordinate with HVAC Contractors. 36. Coordinate Site Concrete Demolition with Concrete Trade Contractor. 37. Coordinate all drywall E.I.F.S. demolition with drywall and E.I.F.S. Trade Contractor. 38. Coordinate all MEP Demolition with MEP Trade Contractors. 39. Protect glazing and storefront at all areas, including location of "demoed" interior offices or offices remaining at Kitchen. 40. Allow for out-of-sequence work at the discretion of the Construction Manager. 41. Provide all saw cutting for items to be demolished. Protect all adjacent surfaces. 42. Remove and discard all MEP items as indicated on Drawings and specifications after safe-off and salvage operations. 43. Provide fully engineered shoring at existing trellis to remain adjacent to demolished trellis. 44. Provide protection at walk-in refrigerator to remain, including mechanical equipment on roof of unit. 45. Provide ventilation for any exhaust-producing equipment in the Springs Theater area, utilizing existing louver at South elevation. 46. Provide and maintain dust-control measures throughout course of demolition and removal of materials. 47. Protect all existing finishes and materials to remain. 48. Use fire-rated visqeen where applicable. 49. Use designated areas, as determined by Construction Manager for dumpster locations. Coordinate delivery, dumping, and pick-up of dumpsters with Construction Manager. 50. Provide scaffolding, lifts, safety equipment, etc. as required to safety demolish per the Drawings and Specifications. 51. Remove existing resinous flooring. 52, Discard of Kitchen Equipment not to be reused, relocated or salvaged in compliance with state and local regulations for disposal. 53. Grind smooth all cut welds clean after removal of Structural Steel and/or Misc. Metals. 5.4, Provide and install butcher paper or other approved covering for exterior glazing at South and East corridors of Springs Theater. 55. Provide continuous site clean-up and site dust control on a daily basis. The site shall be watered thoroughly, as required by Turner. Provide Page 4 12/7/02 Palm Springs Convention Center Expansion Phase I Scope of Work Selective Demolition Page 5 removal of all debris generated by your work. All work areas shall be left broom clean and free of any and all items related to concrete work. Clean-up street and parking area on a daily basis of dirt and dust tracked off site by the Work. Include your own trash dumpsters. In addition, this Trade Contractor shall provide trash dumpsters for all Trades, including providing one four (4) cuyd dumpster at the Construction Manager's jobsite trailer. All dumpsters shall be serviced and maintained through the entire project. 56. Include a cost allowance of SO man-hours of Demolition Journeyman for miscellaneous work, to be used only at the direction of Turner Superintendent. A log of hours used will be kept and a credit will be provided by this Trade Contractor to the City of Palm Springs at the end of the project for any remaining unused hours. 57. Provide the following insurance for Combined Single Limit or Aggregate, in the amounts described: A. Comprehensive General Liability, in the amount of 3,000,000., including: a. Premises and Operation b. Elevators C. Independent Contractors d. Blanket Contractual Including Liability Assumed by Insured Under the Subcontract. B. Comprehensive Automobile Liability in the amount of 1,000,000., including: a. Owned b. Non-owned C. Hired Automobile Exposures. C. WORK EXCLUDED: 1. The following items are specifically excluded from the Work: a. Testing for or removal of hazardous materials. b. Salvage of Mechanical Equipment. D. LABOR RATES: 1. To determine the sum to be paid for labor and materials for change order work performed under a time and material basis, the ollowing hourly rates shall be multiplied by the number of approved hours for each classification of labor. These hourly rates represent _-Full and complete compensation (including overhead and profit) for providing labor. In addition, these rates represent fall and mniplete Page 5 1217/02 Palm Springs Convention Center Expansion Phase I Scope of Work Selective Demolition Page 6 compensation for the cost of incidental items including but not limited to such things as small tools and equipment (valued at less than $250), travel expense, fuel, employee parking, etc. E. ALLOWANCES: As indicated above. F. ALTERNATES: None G. GENERAL INFORMATION: 1. In addition, the Work will include the requirements of General Conditions, Supplementary Conditions, and Division 1, General Requirements. 2. The drawings, specifications, and other information listed as Contract Documents indicate the general scope of Work, and do not necessarily indicate or describe everything required for the full performance and completion of the Work. Trade Contractor shall be solely responsible for completing the Work in accordance with code requirements and the reasonable intent of the Contract Documents. 3. Trade Contractor shall visit the site and become familiar with the existing conditions and the physical condition of the site. Trade Contractor shall examine and fully understand the Contract Documents and all other exhibits, attachments, engineering reports, soils reports, special studies. and existing conditions to the extent necessary to perform the Work. 4. Trade Contractor acknowledges that he will be working in an existing, fully functional facility. As such, Trade Contractor will allow for the Owner's needs for security and cleanliness and will perform this work without disruption of the Owner's day-to-day operation. 5. Trade Contractor acknowledges that Turner is the Construction Manager and as such has no field forces or material handling capability to assist Trade Contractor. Page 6 12/7102 Actmw AcUyity Orlg , Early Early ID Description - Dur Start Finish Mobilization i Mobilization 100D Nobkm 0 ZNaQI Ir?ohlllze 1010 SetgTrale 2 294DYM 234DM2 Set up Trailer laD SdTe paayFbnePCi3 1 9NaM ONZkV 2 a Set Temporary F Dwer Pole 1C30 lrapalmdTmpPov 0 ZTJ:P" 40 Inspection of Tei np.Power 1040 aUgMTelp Pone 3 04DECO2 N Energize Tevtp.Power 105D (trial CasYu,ioriFezrig 2 Od;ECfP 03DED02 © Install Canal uctlon Fencing i- 100) Q✓a'n Da oPend 0 IODECO2 Obtain Demo Permit 1W0 CGah lradtm Building Ralf 0 10DE002 Obtain KII Chan Building Permit 1210 Cltfai Sproskle0h)Fd3Dm pent 0 Obtain ain Sp ngs Meeting Rgom Permit 415D Bid Date 0 17CfS7]t __ Bid Date 416) jAwacTradeCatadom a 7tLFiL2" O11*M 1000 S1atofCashiion 0 Award a Contractors Start off C(nstruction Kitchen Phase l•KWM Expansion Demolition&Grading 110) Safe OfSgddw@ E4xiorCazpy&Tnis 1 09RM 0aWNCD 0 Safe Off Sprinkler@ Ext rlor Canopy&T1 el Its 1110 S*OgE]atlid 2 03Wm 10181,111 B Safe Off Electrical 1C30 isialSeCorduhx3Feorg 1 C3WFm (3Wm ®Shore TramConstruction fencing 113D PatdF�g Lmdg WdcCdlBoc 2 1OWim 13Wm a Install Sit,Exlsting Loadl g Dock Cold Bo 1160 Shoe Trd's 1 10Wm 10Wma __ _ —.._.__ __ 1183 Demo EAalorWal Frmh@ Teit LD®los 3 10140 14WHI3 ® Demo exterior Wall Fi Ish@Tle-In Lo dons 11D Terpo;ayv6CivaX obdiCn)atF�iorWea 4 10Wtm 15Wm © Temporary Vlsqusen( rotsction)at Ex nor Walla 1140 Proi3ctCa Mda 1 1016m 10Wm 0 Protect Gas Meter 112) FeroeTrdshCarpecor 1 lawm 101*03 0 Remove Trash Compactc r j 1170 OernTn36 1 13Wm 13Wm a Demo T,rellls 11a) DerriDndtoetg CbdcRodaucan 3 149m 15WO ai Demolition of Load[n Dock Roof Str cture 1310 Demo-CIan�S"LoadrgDodcWae&F� 3 15Wm 17Wm © DemQqI.Concrete SI a,Loading Dock Walls&Ftgs 1ZU StdaBFUtra�NevBiirgpea 2 17JMC(i 23Wm t7i Sfal)e 8 Rough Grade New Building rea 1CA SdCmpedrxi&PadCef&alm 0 21W4)3 SoIIL Con action&Pad Cerligcatlo Structure 19ED 8w",K t 1 21J6M 21.W 403 a Su ey&Layout 12t0 FaNde&tdrg&DcckWalFooI gs 2 22WN73 2IW403 a E cavate Bulldin &Dock Wall F Clings 1M Sd CarpaimTmis 0 21Wvs13 �S it compaction ests IM 1dal RehTat9i6g&DockWalFizYgs 2 2t1MIIi 9dM['A ® nstall Rebar■ Building&Doc Wall Footings ,( tm 11Gt� 5 2uWm 31WFm _ 1 U/G MEP 00 RebaFspedm 0 27Wfm ebar Inspecli n ' 12D ForRAIM&DockWalFoofgs 1 211Am 231*M a pour Building 3 Dock Wall Foo Inge 1230 FormCblrin Fes&Ramp,Wab 3 2aI*M 31.14'm 1,f9 14A LGMEPhpaht 0 _1 Form Colum Plers&Ramp ells III ali*mU/G MEP InsIction Sian Dab 25NOV02 ® � PSC2 Shedtdll FkAb Cab 13mkYD3 Del. ReNebn CIeG.e Dais Date 25ra3V02 Fmgras.Bar Turner Construction Company Run Dale ODECO216:57 Cntkal Acevlty P.S.Convention Center Expansion ®Primavera Systems,Inc. Activity Activity Orlg Early Early ID Description Dur Start Finish 1430 BaddL1G AEP 2 3awm 3116= __ Backrin U/G MEP j 1370 FffiIPeta-&Cd.rmArclxrBds@F1as 2 31,MW 03-EM Install Reb'rB Column Anc or Bolts @Piere 1310 RabeYqe�'n 0 ¢fl�(I3 ®r Rabar Insp ctlon 1440 Sal l�petlnn 0 03im Soli Inspect on 1323 FhrColrm Pies&RarpWab 1 OVA 1 Pour Colu n Piers&Ramp Walla 13p SYp F'sBWai Fans 1 0 03i�00 g StrF Pier Wall Forms 1310 Baddl Wails&Denoted Fangs 2 OYEBM 9719H D — — ® Backfill ells&Damo'ed ootings 138D GadeSb6m(� I Oh�3 0� 0 Grade SI bon Grade 1341 SdCmpaEn 0 Olf�(.B Soil Com action 13D SetSobFJje&IkxkAgbs 2 U1331; 11FEBM 0 Set Sla¢Edge&Dock AAgles 1300 EporyCbukatF rig 56b 2 1T M 11FEM _ © Epoxy Dowels at Existin Slab 4170 Ma}smad Sad 2 1213303 13EBD O Msqu an and Sand WW Ebdcai@Ctlrrrs I 12FEB03 IZ133O3 Y Block ut@Columns W In"Rebor 2 13933M '14F®[D 6 Instal Reber 1463 Raborinspofm 0 14 IMPbuBukfgSl@bOnCrada I 17FEBM 17F®(D Rabat Inspection 1 Po r Building Slab_ n Grade ____.__ .. M140) SYpSbb8Wal Fam 1 17FEBB 17FEBW — i 1 Strip Slab&Wa11Fo a 19B] SelShidralSsdCo3srrs 1 11YEM 1t3�Ii g Sall Structural Steel olumns IWO ktlal shbJudl SW Beim 3 19FEEM 21FEB03 ! M I stall Structural S eel Beams j 15W WegCmsrJirsbEksigStuiia&Gls� 3 21FEE03 23�13 ® Weld Connectlo s to Existing Structure&Gussets 1930 I"Stogbadc&KjJm@EstEdrWol 3 24FEBW 2YEB013 _ _ _ ® Install Stron ba k&Kickers Exist Extr.Wall i IBD Weld lspedion 0 23�03 Wald Inapactlon IM Der°ExurbrHarnrg 2 2TEB03 27FEBJ3 ® Demo Exterior raming 1950 FswBdbrnTradc@EisFg Paapat 3 27FEB09 0344FC6 Install Botto Track @Existing Parapet 1530 FsialMow Dai°g&CKa'e, 4 O%OFO O&AAFM �® Install Meta Decking&Closures 1980 � � 3 oTvt^fxO _ _____ ® Install Bent late _ 1510 M;rdn�StuA alSbd 2 oTNJi13 1OvNR13 ® Monokot Structural Steel Exterior 'I®0 LaialE'donawak 1 24FEB03 24FEB03 B ayout Exterior ells 1� Ysta1TS.@Palip boas 1 1 Install T.S.@ R 11-up Doors 2100 Frame E+4aRWaD 2 23�llf ZTEI303 ® Frame Exterior Walla 230 KrrirgWalRouynin 4 2iEBM Mwa Plumbing all Rough-in 2110 FlDCOWWal Rougtth 3 2%iBM 04NA933 Electrical W 11 Rounh-In_ 2331 NenGesPfilg Fkx#m 2 29FEBM 03AAF03 New Gas Pip ng Rough-In — 1840 ExlarrFrarrg tspadm 0 2ffi3303 Exterior From! gInspection IRD inew arrS�bldrg 0-boards) 1 2EFEB0.3 ` Install Exterior Scaffolding(toe j-boards) IMO SatFiavDorRama; I 2 23� Set Exterior 0 r Frames 1880 Fe41EAler" 2 0%%FI03 O%OR33 _ fl- Install Exts or Dens-Glas 1070 Ex Stealig r 0 OnVIAR 3 IM EIFShc/amn&PaseS Exterior S11 sting Inspection 3 ORvt4FCD 11MW313 ® E.LF.S I aulatlan 8 Rove Is 1800 EIFS Mesh SEEM Cad 4 1QVIARM 13vW9J3 ® EAAS ash Base Coat M EIFSFrvhCcEt 3 14MOFC3 1BAW1II3 ® E.I.F Finish Coat 1M R� Smkft 1 19440 19AWO _ 1 Rem ve Scaffolding. M Instal Rnkp Duos 2 11M^A03 2TA4`370 — _ 3 Inst 11 Rolf-up Doors MM FBI Doos&Hadsae 2 21VRZ 21AWU3 m Ins all Doors 8 Hardware 270 ksfalbEPTrin 3 2X AFM 2V AP43 - ® I stal MEP Trim 2I00 CakE''doror 2 1 0 sulk Exterior Sheet 2 of 11 Activity Activity Orlg Early Early ID Description Dur Start Finish 1910 Patlt EIFS@Roa Te#ie 3 WAIM 2%MfU __ j tch ETiI-27A 224✓N-fA 27tW7Ti lot Exterior Doors i0B0FshlDoorSe@b@�POcusafall Door Seals@Roll•up Dors 2790 lsf D0CkBrrpa 1Mv WQ awo stall Dock Bum r Interior 15L lapfliaorWa61 07MOP Ti 0"M or Walls1570 Frare kirurWals 2 07MAFC3 10W43Ii rior Walls1610 Srtlr4r 0o3r&WrdDNRarrs 1 IaWR)3 VVA91i poor&Wlnda�w Fra40g0 SelFan Cris 2 11M*103 1ZMZLi olls 2190 PtrnbrQWalR34m&PnoareTe3 5 lIK44Ri 17MAi33 ® Piumbin Wall Rou hen&Prea sum T st 2150 Eta:"Wal Raghn&SetNavpanBh 4 11N.�F><B 'NMN(D ® Electd I Wall Rough-14&Set New Pan,ls 16d7 "BocrFarritg Inspection 0 11 WO Interior F amfng Inspection � ��inwackon 0 i Electr cal Wall Inspection 2ZD amam Plum ing Wall Inspection Orrival 3 1SvWR33 zMM to TInslats 1680 Fat�lkldasdedfixlLl�dc 3 19AN103 2NVfM ® Underside of Roof Deck � TTaape, � 4 2%46F[D pection ® Float&Finish 1593 ��'� � 524PMFM ll HVAC Overhead 1610 ts�IgetmdFlntig&ResuaTet 5 241vy4�3 27vWd13 ll Overhead Plumbing&Pressure Test 1610 l�l Fre Sp dEecW Philg,Dmps&P.T. 5 2NNYYII 2tvNJ213ll Fire Sprinklepiping,Drops&P.T. 1� �� � 524Ny47B 33JM ill Overhead Electrical 4103 lda1HJJS8Rad q-NvSBRpQigggaSsraTd 3 2*1*M 2UMFO Install HV S&R and CHWSRR Piping&Pressure Test 2270 PaiWak& qs 3 2YvYVQ3 ®Ig slot Walla 8 D all Callings 237D Instal Doors&Hadnea 2 9MN+13 WWM _ _ _ __ _ _ _ __ Inafall Doors_& artlware 18M VgxxtWAC&WVS&RCI-fAS&RPfigaahwd 0 31PNM I Inspect HVAC&HWS&RICHWS&R Piping Overhead It M lFledOstr>3d A+rf+D 0 31N'Wn3 Inspect Overt lad Plumbing 4110 haHa OH HVAC DtdPOV&Plnti gPpig 2 311vWd1 OiPRiTi — Insu ate O/H HVAC D'uct/Plping&Pipmbing Piping 1 162) lgedFe SpiiirO,aleal 0 31AW323 Inspect Fire Sprinkler Overhead 1Q0 InspectOmhaxtl6add 0 31NNd3 Ina ct Overhead Electrical �0 � 1 31LVA33 3114ORM Install Glass 2M PartOous&Ra es 2 0tAPIU 02APF03 Paint DoomFrames � Coi gWires 2 MAPF03 OWE C. ng Wlrep lli 2� Acoustical Coiling Grid 2 � Dl^H93 © Acoustical Coiling Grid 213D T"Nov Baia 0 0AKM - __ Tie-in New Boller 231 kcDl Foting 3 IH�f330t 0 ® Install Light Fixtures 2310 4tstal CoilingDdlsera 3 GVPFC5 016PFi13 ® Install Calling Diffusers � FHJS(n*krHaadt 3 0VPFD3 08'� Install Splrinkler Heads 2M Ymped0MhM krC�,tP 0 0APFIi Inspect Overhead for Cove-up 2M F+�ag®�Frdm 1 � DWFFM 0 Enar Ize i( h[Flxturea trial CefrgTie 2 � 10;PFM m Install Celling Tile 9� &CakFher 2 11APfM VATM ® Prep&Caulk Floor 2901 Pasros Fbaig 5 1WFii(B 17PFFC3 M Roof nous Flooring 2t2] SeelCanola Fhc'QDYSbage 1 15,Flo 15WiiB 1 Seal Cfoncrete Floor@ Dry Storage 2 4�IVCia101na 1 15N RB 15�FT-03 InatallrVCT at Office 240 I>gaiPohb�Base@OrySUage 2 16eAi 17PA�3 0 Install Rubber Base Ory Storage 3M Instal FRP 4 laaFF03 2APFC3 fry Install FRP Sheet 3 of 11 Activhy Activily Orlg Early Early ID, Description Dur Start Finish 2510 jkXWPpoBOkFdS 1 18MF403 18AFR03 0 Install Pipe Bollards 25d7 PartPpe Bdart 1 21APRO3 21'O 0 Paint Pipe Bollards 2`ll Eicsiml Tom 2 2349iO3 2VPFC3 _ 01 Electrical Trim 21W Rumbi-gTrim 2 2A9Ff03 2VFRO3 Plumbing Trim 2W Istai CcmerG d, 1 2VFFC3 23em 0 In stall Comer Gui rds 2M SetKkJw E"nfft 3 254FFC3 M ®i Set Kitchen Eqi tipment 2M hsladDdMQEhflF&HXktP 2 21AM 234PFO — Oli Install Dlahwas nor&Hook-up 2iW I-bdcapFQiar6}iRnet 3 33WR03 Odm1 m Hook-up Kitcl ion Equipment 2330 Claan3p&Rrdlsi 3 3D*903 03*M M Clean-up&P nchliat 25C ClY�t 0 09A4 3 City Inapectipn 2i5] F6ahDWE1hatkgra*n 0 DNA= Health Dope ant Inspection C1yFial Fgred- 0 03mlym Cily Final In pectlon 2570 CeYr�ddOonpacy 0 OEINA1 i Certificate o Occu ancy Roof 1M) linsialRodDains 3 0344E2B 1GVIOR03 ® Install Roof Drains 18W kffiIBolerBCaairsglktFialiurrs 2 OBvy4iB OMOR 3 ® Install Boll &Condensing Unit Platforms IWO h"EdaatFan Cubs 1 OBOFM 03A'fm3 1 Install Exhaust Fan Curbs 17W SetIVEP dJals 1 07MN78 07 WO 0 Set MEP Roof Jacks i 1710 hdeITapxaed FucfIno":n&Qdcls 4 10M*03 13 6R03 ® Install a ared Rcof Insulation&Crickets 1720 Instal RodFWTgs 3 1ZAAR03 14M*M 0 Install Roof Flashinga 1 1730 RodktTedon 0 UAW03 Roof In pectlon 1740 kv4al tvlariraafmoky 3 14MWY8 1HdN�i ® Insla I Mamhrano Roofing 2120 k&dfmd�&Wok Pad; 3 1gvWY8 21tvWib ® Ins II Roof Ballast 3 Walk Pads 2140 Tam @Rod Dais 2 19VKO 2MIM _ _13 Td @Roof Dralnzi 1 SetBoW&TadsadCmd kO s LFt 3 2WN�3 2%IAM ® et 7W Boller&Tanks and Condensing Unit 2110 Fstal CouledWxgs 2 24VA9J3 2BvNFil3 El I stall Countarfia�hings 1750 SdEdaSFb s 1 20N4370 0 Spt Exhaust Fans 17n1 tttal BoiaPOrg@Rod 5 2%lgM OIPFFC3 MI Install Boller Piping @Roof 3740 Reala Rd'gffaiaLiss 2 ZIIvWiIi 23s1N7fi ® Reroute Refri ate Linea W f7 17ad�l @Bda&Cedamr&Qlk-!s @Axi 3 31MN303 07PPFiB Ele frivol@Boller&!Condenser&4utleta@Roof l 3710 Test Pkrg 1 MAPRU3 MAPFO 0 Test Piping 1790 0 MAPFC3 Inspect Boller a Condenser PI ing&Electrical WO kalad&Lahti BohrPprg 3 036PFU3 07APFC3 ME Insulate&ILabel Boller Pip ng 215D PaiiRodFi>dig&Mec 674&Fldkans 2 O84FR03 113^HdB _ _Pi Equlp&Plafforms p _ 21W C6anRM&Rrr}isi 1 tOM"'fII3 10 0 Clean Roof&Punchllst 2170 lFroall1coHnspockon 0 IlAPR8 Final Roof Inspection Sib IM Pabcalaitcaft DockA Drain 3 236M 2ZW433 0 Re ovate Loading Dock Area Drain 4000 taatNewMaarryWal 1 2'3�03 1 Layout New Ma my Wall 4010 ki"MavaryWah 2 23£B03 27FE303 E Install Masonry Walls !i 4M9 CradMea WVU 1 2ffEEM 2TEM3 Grout Masonry Wall 4070 BDMM%OrryVM 2 al#F]3 OVAAR 3 ! ___ 2 Brown Maso iry Wall 4030 EIFSFhshCcd 2 WAVES OSvWa3 � I 7 E.I.F.S Finla h Coat 4030 Baddi&CariapdTradl ConpairWals 3 211YR M 21M^FO3 ® B ckfilt&Comapct Trash Comps r Walla 4040 GiadaSIBAmSabonOada 2 2744M 21WO 01 Y rede Site Area Slab on Grade 4(HI Sri Cmrsdin 0 TM*FM oil Compaction' 40BJ kslal Cnoab Rtiiaorg 3 27M,40 31M*U Install Concrete Reinforcing Sheet 4 of 11 Activity Activity Orig Early Eary - It IN ID Description Our Start Finish 4M Rab-t4actn 0 01 4 Reber Inspection Rme 26 FQfdtell Interior 2210 jCwstLdTwpxjyPrckclon@NewLoduAocm 1 10FEBM 104iS73 g Constn.ct Temporary Pr, tectlon @ New backer Room 2510 Ktlrar Back 0 234VW (lichen Black 2730 MAW SA l3aOi'd,Rrrtug&Sprtidaa 1 2WV4W 23vNF1]3 0 Make Safe Elac�imil,Plumbing A Sprinklers T740 1 2Br4r47O3 23VVgO Y Protect Hoods&Existing Cold R aornEquipment 27A Tertp Lgig 1 A AF43 2RAM --�—. S Temp.Lighting 27M DaroCekg 2 31hW!O OIAPFM — T Demo Ceiling 2E2D DszzriadFOdran6f4arsst 2 311VAR(B 01APR 03 Disconnect Kitchen Equlpmen 280 Demo CA llyWab@qke 2 311vW413 OIA9FW Demo Callingtwalls@Office 25V Iaya1Uffig¢rdRrrtig 1 31M4M 31VA9M � Layout Underground Plumbin 1 2630 2 31MA933 OUW4Li _ Relocate Kitchen E uI ment 2I10 FrarelndeF4znr&Cd1Rep Wa1 1 O1PA7D OIPFf4B -- -- --- --- - Frame Locked Room&Cold Prep,Wall 26M SwWFtu@UGPLntig 1 OIPFI4D OLN-H73 Sawcut Floor P UIG Plumbing; M QaroCaroaia@UGRntig 1 OIPFF03 01APFC3 Demo Concrete @UIG Plumbing 32d) SdBaddavDets 1 01A r4A 01PFR73 Set Backnow vice 413) h"H/VS&Radl?M58l RpM&RessieTed 6 MAPFC3 (GNPFD3 __ _ _ _I_n_sta l_HWS&R and C_HWS&R Piping Pressure_Test � _ 2M Istal New F7asiral Paels 3 02APF13 048FFE3 ® Install New Electrical Panels' 278) OmhwdhV C 3 MdPFC3 01*FIO3 ® Ovedread HVAC MW Fr1al DoaRaras 1 026 F303 MAPRD3 0 Install Door Frames 27M D=R:P 2 02AFFM 034PRM ill Demo FRP 2790 CAatead Fie SprWes 3 �N"fiOi Pl^RiOi ® Overhead Fire Sprinklers 2BM Omhwd Bxrtrg 3 M4PFG3 GVPF03 ® Overhead Plumbing 2810 ExaAA)llG RrrNg 2 02oR43 113oRZ13 ! 17 Excavate UIG Plumbing 30'dD Fsbl hlevFieea3[)oa&CkxarePard 2 MAFFU 03OPFC3 M Install New Freezer Door&Cipsure Panel 2W tHal liG F'trrtig5atF4eaStl¢Aais 2 aAPF 3 OWPRb 2H70 Fq�edCNi Spaldas 0 OWPF4D III Install UIG Plumbing1Set Fill oor Sinks/Dralrm Inspect O/Hl 2980 hpadOHPurtag 0 04N°FW -- era 28M tcgedLIGRrrbig 0 01PFR33 �Inspect OlH P Plumbilumbing Inspect UIG Plumbing T/lll Beddl&Carpacn 2 OWPFC3 07APF03 2830 CH Rrg irb hpeoim 0 OWPRb ®O/H Plumbi 1&Compaction 2310 Ro4mBairal@Wal 2 WAFFM WWiD ig Inspection _ _ _ � Rough-in h•In Iactrlcal at 292D O.mheadEladmal 3 WFR3A 096PFC3 ® Overhead Electrical 3140 hUEbKurbig&FM58RadCfMWPprU 3 07APF0 03i°FC3 nsulate Plumbin 1&HWS&R an CHWS&R Pipin g M 2710 SdCaTa6ar 0 07APF43 23EO FJerlral Wal tapecbn 0 03� Sall Comp�acgon Electrical Wall Inspection 3000 DWA Wale 2 08aPRM alAPFC3 ® Dry, all IS 30W Path Dynel 1 08^R48 a PR13 B Patch Drywall 2720 PoxCaraeb@ L1GPLrbroTreedras 1 OYFF403 056PF03 B Pour Confrete @ U/G Plun bing Trenches 2330 tlpadOHFNAC&HA/S9WHAW P'{ug Oahwd 0 OWPF03 InsF act OM HVAC&HWS&RLCHWS LRPiping Overh ad 2YI7 tttpedClH 9ecuial 0 066PF48 Inspect O/H Electrical 4130 Fnma&Crynelt&dLik@Ra*oo s 2 iGAPF 3 11APRV3 _ N Frame&'Drywall Hard Lie s Restrooms 3010 Tepe,F1od&FrM 3 14Ni03 IGNRiO3 T ■ Tape;Float&Finish 29A Stun CoatErsugWa6 3 41°Fi7(10 166FF4D N Skim Coat Existing Its 3A SedWals 2 166PFC3 17APFIB ■ Seal Walls 31D PantWai,SdFts&Fhid Lb 2 17AY4T3 18AITM 1 paint Walls Soffits&Hard Lid Ceilings 9 Sheet 5 of 11 Activity Activity Orlg Early Early ID I Description Der Start Finish 2b0 CrarrcTia Fbo,ng@Pestwne 2 17APHM 18 3 B Ceramic Tile Floorin Reatrpoma 231D 4sfalCeig CxdBCeigWres 2 1841iA 21PPR13 IN Install Ceiling Grid Calling Wlroa 253 hshlToietFearas 3 2W4A3 Z'A°R73 ® In stall Toilet Flxtu lIea 2900 Instal CakU Dlfuzers 2 aPPF403 2YFF03 ■ Install Ceiling Dltf4swra D10 kstalL (FoArca 2 224iiS Z'PA�3 0 Install Light FM a � trial SPr�Hu� 2 22!•AYA 23°M ■ Ins tall S rinklerul ads 319) YsfalCekg DopCads 1 22APF 13 22A4C3 0 In tall Ceiling Dro Cords 2930 hpedO.eimdtaCb p 0 MAFFW f 23f0 F7ra�LVtR1,eo 1 2S4FC3 XAPFCi inspect Overhead or Cover-up 0 Ensrgize Light Fi lures ZdW 4sFal CeiGrg Tie 2 2NRM Z 01 Install Celling 711r 2 tstalTdKAoz�u� 1 2Wfd3 2WAd13 0 Ipatall Tollet Ac":.rles 310 Bs@dF33AFbrr 2 ■3 Bead Blast Floor REp&CakFbor 1 � or B� Prep d Caulk or 310 R�s� 5 2AFF0 0WN= Resinous Flooring loor 310 Istal FFF 2 03rt4Y03 0n*NM 7 Resinous 3120 In"Cure9ads 1 UNA= WMA= _ 0 Install RP Cor ter wards 3130 SetWw Fr}nuat 3 03dAY03 12 AYO3 -_ - - — - ---- — Sat Kitchen Equipment 31N EladrlwlThn 2 OB%1 M 0@16AYm 01 Electrical rim 3"0 Plu brgTdn 2 DRAY03 0."v w 0 PlumhinglTrlm 3103 FtrkapKtlmEq.pret 3 OBJAYil3 1?t✓AYIIi Hook-up Kitchen Equipmelnt 3170 CleuKp&Plrrtlet 2 IZM)M 13%AY1Ti Cls &Punchllst NOCtyl� ctn e 0 14rvt4Ym _1101 an-u -- City Inspection 323D Head Daps scion ev<n 0 14M4YfB Health Department Inspection 331D QyFrdh l 0 1",YM City Fin al Inspection �10 Ce*andC�'y 0 Wvt4YO3 CadIfIcate of Occupan cy Phase 3-Cold Pmp Interior 32?7 Ferns O3vaFa&KCm @}plat 2 31mdFm Ghwh ashen& Kitchel�Equipment 3d10 MaleSafaEbdA Rmbrg&FreSpitder i 311� 311VAI'MMM t`p%Tbr9@ 1 3IM*0 3ItvAU IngEta irical,Plumbing&Firo Sprinkler ing@ DishwasherDamoCeirgs 1 Ot*FU3 OIAPFC3 ngsWO DurnWal&I'lxriie 2OIPAi03 0CAPR33 _ _� ll&Floor Tlla SM DmoDy dWalsfulvEP 1 O'7'1 3 07PPF�3 wall Walls for MEP M RougtmBellalWal 2 ON918 NAPFC3 ElecMcal Wall 3W R�4mptmrgWai 2 036M OVPF03 ! 0 Rough•In Plumbing Wall 3a) laptUffigo"P rr rg 1 006FFD3 036FFCO 0 Layout Underground Plumbl0g 3M0 Sa utFocr ZUrR rtrp&&mP 1 ()3A4RR0M3 034'FL13 _ wflRepairD7 ut Floor, UIG Plumbin &Sum 3303 DeroCauoe@UGRrrtrg&Surp 1 43 03rF1300 f Demo Con ( UIG Plumb ng&sump 3i90 OeFeedHJAC&Rafgaaln Ulna 2 03APF 3 OWfiB head HYAC&ReMgera n Unas 3� Ovulsed Fra$n*ua 2 034T�3 O1�7 head F,n Sprinklero 34[D O.etsull�6o1 2 036M OPFFM head Electrical 3410 Oshal Rrrbrg i O34PRa3 Qtrt3� _ __ _ ead Plumhln 3310 Fxa�tAGRrrhp&Surp 1 Ot4iW OtAFR73 vate UIG Plumbing&Su p 3 1 Y�edOHftntrg 1 DO OWPRO3 ct OIHIPlumbing 3Bi0 t7arsiral Wal lrq=boon 0 07APF03 35C FWIbigWal k�eclon 0 07l� trical Wall Inspeclicn3� ReeilReaoehvb&n&DWd 1 g7� g7APlTe mbing Wall Inspectionair Re lace insulation D all Sheet 6 of 11 ActN* Activity Drill Early Early ID Dascription Dur Start Finish - 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Ductwork IffiIMah SoearBN�Ja Ccildar>$PN6rtra 7 1B+WAl Install Mach Screen a AHU Condenser PI Norms SIM CI�pubib Raimre 0 18WRM ♦Clear Public Restroonts Sheet 9 of 11 Activity Activity Orlg Early Early ID Description Our Start Finish 51W YJ�rg ter 0 2%VI;03 . 5W0 ��� j elding Inspection Y Jods 1 97ARM 91A`YA 0 t MEP Roar Jacks 9.1>0 SUAW,6daAFw&Catiarsa 1 27k4�ATi ZM✓1}7A _ 0 t AHU,Exhaust Fan 3 Condenser 5170 C�RtbR,,Yonre 0 9AMA[t3 --�-- _--- — ----- - ---- --- --- --�- Iwr HU Ex Res rooms lic WE30 fatal f3adHVACd PY+rbig PligBVeb 5 2%VM O'3APFCB I Install Roof HVAC 8 Plumbin Piping 8 Vents SM In aWReflguWLjraa 2 2%VFM 31NOM i Install Refrigerant Linea 51W Fars tAadt Soem 2 2AWM 31rvW78 Frame Mech.Screen 31f31 h"RoofDu*� k,SaadTrE.sBFre Darpas 5 21vWU 0a4PFO3 Install oof Ductwork, ound Traps 8�flre Dampers - __ j 5121 Framing hpadm 0 31M^FR3 - ------- — Framing Ins ctlon 5140 Feral�@Medt Speer 5 03*FC3 096FR33 I Install Cement Board @ Mach.Screen 5M eswQwACBR.rrbtg Plpg 3 6Wa3W 05WFC3 ® Install Piaster System @ M�ch.Screen ® Testing HVAC 8 Plumbing plping 380 fatal Eledial@E¢ifinert8° QfiN 3 oWA03 DRAFFM _ Install Electrical�@ Equipment&Service Outlets 51W Path FUdrg 3 ONAiIfOWFU3 ® Patch Rogfing 51W Path E1F,S@Tehbmks 2 OtgRY0 0iAp ONPatch E.I. .S @Tia•In locations 51W tspedPmFPAirg 0 05APF 3 BUD InepectRoofEledial g 00�FfiI1 Inspect Ri of Piping 1 &to h"A3& thd Pad Inspect Rpot Electrical t'� 2 W^PFU 1� - - _ 0 Insulate 6 Label Roof Piping__ 931 PatiFhdSlad}�hhy BEgipBPbtms 3 11PPfdD 15^AYD Palnl Rgof Steel,Flsh'g 8 Equip 6 Platfo s am Q 17PFR73 fd CleanRoof 8 Punchllst 529) Frei Pad Fine 1'Roof ins action' PantryPantry i Demolition 3 GradingI 52rg RdmA3 IQ1M67"Pnat 3 WNAII3 13WJ33 ® Relocato Kitchen Equll}ment MW SakOgSpridas 2 ® Safe Off Sprinklers 449D ISafeONEIDdrical 2 14WO 151*03 0 Safe prff Electrical �0 Sak3CyPftrrt+g 2 14W403 15W,08 m Sate dlCap Plumbing 4220 DemoodrinAw 5 1GW,03 aYVyD _ ® DoiMo Admin.Are _ 4340 DaroQHWAC@PdmAt 2 22WM Zil^ly13 —_— D Demo OM HVAC PAdmin.Area ----_- 42W RarveBSJAWN-lA@Pd-hAM 1 23W= 23WM 0 Rmove 3 So" AHU's@Admin 4290 ClmnAd nAae 1 24RM 3SWO3 0 Clean Admin.Area Interior szo LVAAWais 1 9"M ONAF03 g Layoutwals 5353 Ranawalacargs 5 1Uvlam 14MN�ITi ® Frame ells 8 Cellings: 5)10 5410 O.o4eedU 8 R+riag 1 10vwO3 10vWY8 Layout U derground Plurlrbing R�gaa6tLtiea 5 1UvW0 14IVIW D ® Overhe d HVAC 8 Raid oration Linea 2i2] 0.eFreed Ra Sptldare 4 101vy47m 13�A6M ® Overhe dFire9 rinklels `� Ove4s�t3ad�l 4 10vAR4 13vW7D _- ._L______.____________ ______ ___ ___.® Overlie d Elect dca� 539D �t�t't+rti6 4 1fAAW�3 13NNd13 ® Overhe d Plumbing I SAD S3Ku1Fbx@UGFuntag89+rP 1 11W Oi 11AKJQ3 g Sawcut loot @UIG Plumbing 8 Sump moo DaroCeorb@11GRniigBSLrp 2 11MARB 12VAF403 0 Demo C ncrote @ UIG Plumbing 8 Sump 5ifl] EoeUIJGRrrtrgBSurfa 1 13AVO 13M;03 _ _ g Excavate U/G Plumbin 6 Sum s 59W t�adQH FieSptidaa 0 13v1YQ3 Inspect O/H Fire Sprinklers 5410 hwer1O}IEK" 0 13vW[6 54M tEpEdOHPLmbM 0 13viNi8 1 Inspect OIH Electrical Inspect 0/H Plumbing Sheet 10 of 11 Activity Activity Orlg Early Early ID Description Dur Start Finish 900 Ha{jiii Bxdrial@Wal 3 14fMFi0i 1BAN213 ® Rou hdn Electrical @ Wall 57) Ra4_Phial@WaB 3 14ty U 1BvtM IN Rau(h-In Plumblna 6.Walls a• FWal llG Plmbrg5elF3oaSri6,Aas 2 141v40 17NAR6 ® Install UIG Plumbing/Sat Floor Sinim/1 rains W tq)edQHhVAC 0 14 VIAM Inspect OM HVAC 50 Farrel Fgpedm 0 17MA933 Framing inspection SM SolEItld Doexil as 1 17l VMAF 3 0 Set E ectrical Downllght Cana SM ImUSurpTrardrArge 1 17A4aF03 17MOFM 0 Instal Sum Trench An Ie 50 hpedUGRnttl 0 17KVf313 5461 E4aid Wal Ill 0 1BA �IEls a WG all Inspe i 54E0 PlrnbrlWal� 0 13vY412 Else bin Wall Inspection 55M Bwk11&CartsdUGRrrtrg 1 1%"440 1BM42A �Plumbing Wall Inspection a Backifill&Compact USG Plumbing 59D SdCarparin 0 18VAFU3 _ Soil Carl 5481) InvrlalaWaB 2 1914l 27ARMM 13 Insulate Walls 5510 Dyrsl 3 2MN:Uri 21A4^M SS9 Soswi peSn ® D all 0 2 NOF03 S raw Inspection UA- Tape,Fkai&Frish 5 26vt* i 31RMA]3 Tape,Float&Finish 5� IrW BwRzm Pa�SEgsrret 5 21 WO OYFFM _ _ Install Beer Room Panels&E'uI mant wo PurlCaTrgs 2 OUA Paint Ceiling 5M i Doas,Ra os&Hadr 1 OtAFFM 0NRa3 Install Doors,Frames&Hardware 510 Fdal Railadla 1 OIAFF�i 01APRD Install Roof Udder MM FcouEvd(ne V Grid riPfrg 2 � 0 Install Eva &Refrigerant Piping � Aarshd0eil�g 1 Old OVFR13 0 0 nlnstallC0 Acoustical Celling Grid _._._ -----_�— __ `� �� T �b t 01^fiM OisA7Ti Room Topping Stab MM Instal F4ire5 1 07AfFD3 07APFdI7 Light Fixtures BOEO Instal CaWig Dtfisssas 2 07FFR70 CBMFn3 m Install Calling Diffussers aW0 111MUSinidErFleazis 2 07APfM OBAFRM 0 Install Spilnkler Heads SM Ftrk+p BwRcmUl 1 07ARfE3 07APF03 0 Hook-up Beer Room Lights! T)9D tstl Spnidas@Bea Roan 1 Q/PFFin WAfF43 a Install Sp nklem @ Beer Room Sao tcpedoaFeed6rCos up 0 036FR73 Inapad Overhead for Cove F-Up `� Esac�eU iFoi� 1 O54FFQ 05WR03 0 Energize ight Fixtures 5M 4WalCdilTie 1 046M 096PF103 0 Install Calling Tile 5710 PatWals&Doors 4 IG4 FO 15*FC3 _ WE Paint Walls 3 Doors W SealConaui a 1 tf gag 16*RM 0 Seal Concrete Floor 5TA ShcQisarEq{nai 3 17APFC3 21NF103 30 Set Kitchen Equip nt 5740 E%cbxal Trim 2 17PFFC3 Ja6PRM D Electrical Trim SM Purbng Min 2 17AfFU3 18Min3 D Plumbing Trim 5M Hxli-tp Mdw EFpred 3 27AAi6 21*F(B ® Hook-upKitchen quipment 57M 17eaup&Purcist 2 25WFU3 2SAPFC3 M Clean-up&Pun hllst 5780 C2yImPeim 0 25OF1i13 SM FlealrDepaiertirel 0 254PRM C11tyalth Depar MM OtyFFd Ygrerion 0 23 3 Health Final InspetIon m nt Inspection SM CadaladOoapacy 0 City Final ofOccupa ',Certificate of O Iau anc Sheet 11 of 11 pALM -P, City of Palm Springs V n * * Department of Procurement and Contracting ry •oaw.eo'��, * 3200 E.Tahquitz Canyon Way • Palm Springs,California 92262 C111 FO P, Tel:(760)323-8239 • Fax:(760)322-8372 • Web: www.ci.palm-springs.ca.us CITY OF PALM SPRINGS 3200 East Tahquitz Canyon Way, Palm Springs, CA 92262 NOTICE TO TRADE CONTRACTORS (ALL TRADES) PHASE I EXPANSION OF THE PALM SPRINGS CONVENTION CENTER CITY PROJECT#02-19 ADDENDUM NO. 3. This Addendum is being issued for the following changes and informational items: 1. Replace Table of Contents (3 pages)with revised Table of Contents, pages 1, 2 and 3. 2. Add: To bid Package#32- Electrical and Fire Life Safety II. SCOPE OF WORK F. ALLOWANCES Trade Contractor shall build an allowance of$5,000 (five thousand dollars) into the bid for exterior lighting to be specified at a later date. 3. Add to bid Package#01 -Selective Demolition II. SCOPE OF WORK B.As further clarification, Trade Contractor shall: 58. After their salvage of AHU#3 and AHU#6 (by other trade contractor) remove steel platforms, their attachments and supports. Post Office Box 2743 • Palm Springs, California 92263-2743 4. Add: to bid Package#28- Kitchen Equipment 11, SCOPE OF WORK A. Add to "A" §10265 -Wall Surface Protection Systems. 5. Replace: Exhibit"D", Document List, pages 1 through 6 with revised Exhibit"D", pages 1 through 6. 6. Replace: Exhibit"F", Temporary Utilities for Construction Purposes, pages 1 through 3, with revised Exhibit"F", pages 1 through 3. 7. Add: to Qualified Bidders List A. Add to attachment to Addendum #1 entitled "Pre-Qualified Trade Contractors for Trades Requiring Pre-qualification and Attendance at Mandatory Pre-Bid Conference"Janikowski Plumbing, Inc. to Trade Bid Package#29 (Plumbing). B. Add to attachment to Addendum #1 entitled "List of Attendees for Those Trade Bids Requiring Attendance at the Pre-Bid Meeting But Did Not Have to Pre-Qualify" B E Mc Murray Construction, Inc.to Trade Bid Package#4 (Concrete & Reinforcing) 8. Add:To PART IV- CONSTRUCTION DRAWINGS AND SPECIFICATIONS as attached. Section 08110 Steel Doors and Frames Section 08211 Flush Wood Doors Section 08305 Access Doors Section 08331 Overhead Coiling Doors Section 08710 Finish Hardware Section 09512 Acoustical Tile Ceiling Section 09651 Resilient Tile Flooring Section 09900 Painting Section 09775 Fibreglass Reinforced Panels Section 10660 Operable Walls Section 10265 Impact- Resistant Wall Protection 9. Informational: Attached Requests for Information with responses by Architect and Engineer. Numbers PB #01 - PB#22 10. Delete Bid Package#9 Doors, Frames & Hardware from the Notice Inviting Bids dated November 11, 2002. Perspective bidders for Bid Package#9 should contact Director of Procurement& Contracting 760-323-8239 for additional information. END OF ADDENDA NO. 3 BY ORDER OF THE CITY OF PALM SPRINGS City of Palm Springs }� Harold E. Good, CPPO Director of Procurement& Contracting Dated: December 12, 2002 Receipt of this addenda must be acknowledged on the Trade Bid Forms submitted with the bid package. Attachments: Revised Table of Contents (3 pages) Revised Exhibit"D" (6 pages) Revised Exhibit"F" (3 pages) SK-1 (2 pages) Additional Specifications as referenced in Item 8 above Pre-Bid RFI Log (2 pages) HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theatre Reconfiguration 10/30/02 TABLE OF CONTENTS DIVISION 0 - BIDDING REQUIREMENTS To be provided by the City of Palm Springs DIVISION I - GENERAL REQUIREMENTS Section 01010 - Summary of the Work Section 01040 - Coordination Section 01045 - Cutting and Patching Section 01050 - Field Engineering Section 01200 - Project Meetings Section 01300 - Submittals Shop Drawings Product Data and Samples Section 01400 - Quality Control Section 01421 - Reference Standards and Definitions Section 01631 - Substitutions Section 01700 - Contract Closeout Section 01720 - Project Record Documents Section 01730 - Operation and Maintenance Data Section 01740 - Warranties DIVISION 2 - SITE CONSTRUCTION Section 02060 - Building Demolition Section 02222 - Excavation Section 02300 - Earthwork DIVISION 3 - CONCRETE Section 03100— Concrete Formwork Section 03300 - Cast-In-Place Concrete DIVISION 4 - MASONRY Section 04200 - Unit Masonry DIVISION 5 - METALS Section 05120 - Structural Steel Section 05210 — Steel Joists Section 05310 - Steel Deck Section 05400 - Cold-Formed Metal Framing Section 05500 - Metal Fabrications Section 05810 - Expansion Joint Cover Assemblies Revised 12l12/02 Table of Contents Page 1 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theatre Reconfiguration 10/30/02 DIVISION 6 -WOOD AND PLASTICS Section 06100 - Rough Carpentry DIVISION 7 -THERMAL AND MOISTURE PROTECTION Section 07210 - Building Insulation Section 07241 — Exterior Insulation and Finish Systems— Class PB Section 07533 — Single-Ply Membrane Roofing Section 07716— Roof Expansion Assemblies Section 07720 — Roof Accessories Section 07811 — Sprayed Fire Resistive Materials DIVISION 8 - DOORS AND WINDOWS Section 08110 - Steel Doors and Frames Section 08211 - Flush Wood Doors Section 08305 -Access Doors Section 08331 - Overhead Coiling Doors Section 08710 - Finish Hardware DIVISION 9 - FINISHES Section 09253 - Gypsum Sheathing Section 09255— Gypsum Board Assemblies Section 09310 - Ceramic Tile Section 09571 -Acoustical Tile Ceilings Section 09651 — Resilient Tile Flooring Section 09671 — Resinous Flooring Section 09680 - Carpet (Owner Supplied and Installed) Section 09775 — Fiberglass Reinforced Panels Section 09900 - Painting Section 09841 —Acoustical Wall Panels DIVISION 10 - SPECIALTIES Section 10265 -Wall Surface Protection Systems Section 10660 — Operable Walls DIVISION 11 - EQUIPMENT Section 11400 — Food Service Equipment DIVISION 12 - FURNISHINGS - Not Used DIVISION 13 -SPECIAL CONSTRUCTION - Not Used Revised 12/12/02 Table of Contents Page 2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theatre Reconfiguration 10/30/02 DIVISION 14 - CONVEYING SYSTEMS - Not Used DIVISION 15 - MECHANICAL Section 15000 — Mechanical Specification Section 15300 — Fire Protection Specification Section 15400 — Plumbing Specification Section 15855 —Air Handling Units DIVISION 16 - ELECTRICAL Section 16010— Electrical — General Provisions Section 16110 — Raceways Section 16120 —Wire and Cable Section 16140 - Devices Section 16170 — Low Voltage Disconnect Switches Section 16181 — Low Voltage Fuses Section 16182 — Low Voltage Circuit Breaker Section 16450 — Grounding System Section 16460 — Low Voltage Transformers Section 16471 — Branch Circuit Panelboards Section 16472 — Distribution Panelboards Section 16485 — Motor Controllers Section 16500 — Lighting Fixtures Section 16520 — Lighting Control System Revised 12/12/02 Table of Contents Page 3 EXHIBIT D PALM SPRINGS CONVENTION CENTER DOCUMENT LIST November 1, 2002 Architectural Architect/ Description Date Drawing No. Engineer ARCHITECTURAL AO.01 HNTB Sheet Index, Directory 10/30/02 AO.02 HNTB General Notes and Abbreviations 10/30/02 AO.03 HNTB Partition Types 10/30/02 AO.05 HNTB Accessibility Details 10/30/02 ADO.01 HNTB Demolition Plan and Section-Kitchen 10130102 ADO.02 HNTB Demolition Plan and Section-Springs Theater 10/30/02 A1.00 HNTB Overall Site Plan 10/30/02 A1.01 HNTB Overall Floor Plan 10130/02 A1.02 HNTB Overall Existing First Floor Plan 10/30/02 A1.10 HNTB Enlarged Plan-Kitchen Area 10130102 A1.11 HNTB Enlarged Plan-Meeting Rooms 10/30/02 A1.20 HNTB Enlarged Roof Plans-Kitchen and Meeting Rooms 10/30/02 A1.21 HNTB Enlarged Restroom: Stairs and Ramp 10/30/02 A2.01 HNTB Exterior Elevations 10/30/02 A2.10 HNTB Building Sections 10/30/02 A3.01 HNTB Wall Sections 10/30/02 A3.02 HNTB Wall Sections 10/30/02 A4.01 HNTB Roof Details 10130102 A4.02 HNTB Miscellaneous Details 10/30/02 A6.01 HNTB Interior Elevations-Kitchen 10/30/02 A6.02 HNTB Interior Elevations 10/30/02 A7.01 HNTB Room Finish Schedule 10/30/02 A8.01 HNTB Overall Reflected Ceiling Plan 10130/02 A8.10 HNTB Enlarged Reflected Ceiling Plan-Kitchen Area 10/30/02 A8.11 HNTB Enlarged Reflected Ceiling Plan-Meeting Rooms 10/30/02 A820 HNTB Ceiling Details 10/30/02 A9.01 HNTB Door Schedule and Details 10/30/02 STRUCTURAL S1.01 HNTB General Notes 10/30/02 S1.02 HNTB Typical Concrete Details 10/30/02 S1.03 HNTB Typical Steel Details 10130/02 S1.04 HNTB Typical Steel Deck Details 10/30/02 S2.01 HNTB Enlarged Floor Plan-Meeting Rooms 10/30/02 S2.02 HNTB Enlarged Roof Plan-Meeting Rooms 10/30/02 S2.11 HNTB Enlarged Floor and Foundation Plan-Kitchen 10/30/02 S2.12 HNTB Enlarged Roof Framing Plan-Kitchen 10/30102 S3.01 HNTB Sections and Details 10/30/02 S3.02 HNTB Sections and Details 10/30/02 S3.03 HNTB Sections and Details 10/30/02 Page 1 of 6 Revised 12/12/02 EXHIBIT D PALM SPRINGS CONVENTION CENTER DOCUMENT LIST November 1, 2002 Architectural Architect/ Description Date Drawing No. Engineer MECHANICAL W01 HNTB Symbols,Abbreviations, and Notes 10/30/02 MO.02 HNTB Mechanical Requirements 10130/02 MO.03 HNTB Mechanical Schedules 10/30/02 M1.10 HNTB Enlarged Kitchen HVAC Floor Plan 10/30/02 M1.11 HNTB Enlarged Meeting Rooms HVAC Floor Plan 10/30/02 M1.12 HNTB Enlarged Kitchen HVAC Roof Plan 10/30/02 M1.13 HNTB Enlarged Meeting Rooms HVAC Roof Plans 10/30/02 M2.01 HNTB Mechanical Details 10/30/02 M2.02 HNTB Mechanical Details 10/30/02 M2.03 HNTB Mechanical Control Diagrams 10/30/02 ELECTRICAL EO.01 HNTB Symbols List, Abbreviations, and Notes 10/30/02 EO.02 HNTB Partial Single Line Diagram, Light Fixture Schedule and Title 24 10/30/02 EO.03 HNTB Panel Schedule &Load Calculation 10/30/02 EO.04 HNTB Dimming System Riser Diagram 10/30/02 E1.10 HNTB Enlarged Kitchen Power Plan 10/30/02 E1.11 HNTB Enlarged Meeting Rooms Power Plan 10/30/02 E1.14 HNTB Enlarged Kitchen Electrical Roof Plan 10/30/02 E1.15 HNTB Enlarged Meeting Room Electrical Roof Plan 10/30/02 E8.10 HNTB Enlarged Kitchen Lighting Plan 10130/02 E8.11 HNTB Enlarged Meeting Room Lighting Plan 10/30/02 E9.10 HNTB Special Outlet Details 10/30/02 PLUMBING PO.01 HNTB Symbol List,Abbreviations and Notes 10/30/02 PO.02 HNTB Plumbing Schedules 10/30/02 P1.10 HNTB Enlarged Kitchen Plumbing Plan 10/30/02 P1.11 HNTB Enlarged Pantry Plumbing Plan 10/30/02 Pl A 2 HNTB Enlarged Kitchen Plumbing Roof Plan 10130/02 FOOD SERVICES KO-1 HNTB Notes and Symbols 10/30/02 KO-2 HNTB Construction and Installation Details KA-1 HNTB Equipment Plan 10/30/02 KA-2 HNTB Building Conditions Plan 10/30/02 KA-3 HNTB Plumbing Plan 10130/02 Page 2 of 6 Revised 12/12/02 EXHIBIT D PALM SPRINGS CONVENTION CENTER DOCUMENT LIST November 1, 2002 Architectural Architect/ Description Date Drawing No. Engineer FOOD SERVICES (con't) KA-4 HNTB Electrical Plan 10/30/02 KA-5 HNTB RefrigNentilation Plan 10/30/02 KA-6 HNTB Equipment Elevations 10/30/02 KB-1 HNTB Equipment Plan 10/30/02 KB-2 HNTB Building Conditions Plan 10/30/02 KB-3 HNTB Plumbing/Ventilation Plan 10/30/02 KB-4 HNTB Electrical Plan 10/30/02 KB-5 HNTB RefrigNentilation 10/30/02 Exhibit D Continued on next page Page 3 of 6 Revised 12/12/02 EXHIBIT D PALM SPRINGS CONVENTION CENTER DOCUMENT LIST November 1, 2002 Specification Architect/ Description Date Number Engineer — DIVISION 1 —GENERAL REQUIREMENTS 01010 HNTB Summary of the Work 10/30/02 01040 HNTB Coordination 10/30/02 01045 HNTB Cutting and Patching 10/30/02 01050 HNTB Field Engineering 10/30/02 01200 HNTB Project Meetings 10/30/02 01300 HNTB Submittals Shop Drawings Product Data and Samples 10/30/02 01400 HNTB Quality Control 10/30/02 01421 HNTB Reference Standards and Definitions 10/30/02 01631 HNTB Substitutions 10/30/02 01700 HNTB Contract Closeout 10/30/02 01720 HNTB Project Record Documents 10/30/02 01730 HNTB Operation and Maintenance Data 10/30/02 01740 HNTB Warranties 10/30/02 DIVISION 2—SITE CONSTRUCTION 02060 HNTB Building Demolition 10/30l02 02222 HNTB Excavation 10/30/02 02300 HNTB Earthwork DIVISION 3—CONCRETE 03100 HNTB Concrete Formwork 10/30/02 03300 HNTB Cast-In-Place Concrete 10/30/02 DIVISION 4—MASONRY 04200 HNTB Unit Masonry 10/30/02 DIVISION 5—METALS 05120 HNTB Structural Steel 10/30/02 05210 HNTB Steel Joists 10/30/02 05310 HNTB Steel Deck 10/30/02 05400 HNTB Cold-Formed Metal Framing 10l30/02 05500 HNTB Metal Fabrications 10/30/02 05810 HNTB Expansion Joint Cover Assemblies 10/30/02 DIVISION 6—WOOD AND PLASTICS 06100 HNTB Rough Carpentry 10/30/02 Page 4 of 6 Revised 12l12/02 EXHIBIT D PALM SPRINGS CONVENTION CENTER DOCUMENT LIST November 1, 2002 Specification Architect/ Description Date Number Engineer — DIVISION 7—THERMAL AND MOISTURE PROTECTION 07210 HNTB Building Insulation 10/30/02 07241 HNTB Exterior Insulation and Finish Systems—Class PB 10/30/02 07533 HNTB Single-Ply Membrane Roofing 10/30/02 07716 HNTB Roof Expansion Assemblies 10/30/02 07720 HNTB Roof Accessories 10/30/02 07811 HNTB Sprayed Fire Resistive Materials 10/30/02 DIVISION 8—DOORS AND WINDOWS 08110 HNTB Steel Doors and Frames 10/30/02 08211 HNTB Flush Wood Doors 10/30/02 08305 HNTB Access Doors 10/30/02 08331 HNTB Overhead Coiling Doors 10/30/02 08710 HNTB Finish Hardware 10/30/02 DIVISION 9—FINISHES 09253 HNTB Gypsum Sheathing 10/30/02 09255 HNTB Gypsum Board Assemblies 10/30/02 09310 HNTB Ceramic Tile 10/30/02 09512 HNTB Acoustical Tile Ceilings 10/30/02 09651 HNTB Resilient Tile Flooring 10/30/02 09680 HNTB Carpet 09775 HNTB 10/30/02 Fiberglass Reinforced Panels 09900 HNTB 10/30/Painting 10/30/02 02 09841 HNTB Acoustical Wall Panels 10/30/02 DIVISION 10—SPECIALTIES 10265 HNTB Wall Surface Protection Systems 10/30/02 10660 HNTB Operable Walls 10/30/02 DIVISION 11 —EQUIPMENT 11400 HNTB Food Service Equipment 10/30/02 Not Used DIVISION 12—FURNISHINGS Page 5 of 6 Revised 12/12/02 EXHIBIT D PALM SPRINGS CONVENTION CENTER DOCUMENT LIST November 1, 2002 Specification Architect/ Description Date Number Engineer DIVISION 13—SPECIAL CONSTRUCTION Not Used Not Used DIVISION 14—CONVEYING SYSTEMS DIVISION 15—MECHANICAL 15000 HNTB Mechanical Specification 10/30/02 15300 HNTB Fire Protection Specification 10/30/02 15400 HNTB Plumbing Specification 10/30/02 15855 HNTB Air Handling Units 10/30/02 DIVISION 16—ELECTRICAL 16010 HNTB Electrical—General Provisions 10/30/02 16110 HNTB Raceways 10/30/02 16120 HNTB Wire and Cable 10/30/02 16140 HNTB Devices 10/30/02 16170 HNTB Low Voltage Disconnect Switches 10/30/02 16181 HNTB Low Voltage Fuses 10/30/02 16182 HNTB Low Voltage Circuit Breaker 10/30/02 16450 HNTB Grounding System 10/30/02 16460 HNTB Low Voltage Transformers 10/30/02 16471 HNTB Branch Circuit Panelboards 10/30/02 16485 HNTB Motor Controllers 10/30/02 16500 HNTB Lighting Fixtures 10/30/02 16520 HNTB Lighting Control System 10/30/02 Page 6 of 6 Revised 12/12/02 EXHIBIT F TEMPORARY UTILITIES FOR CONSTRUCTION PURPOSES I. Temporary Plumbing A. Scope of work provided by the Plumbing Trade Contractor. The temporary Plumbing, and monthly rental, to be provided, will include, but are not limited to, the following: 1. Temporary water from domestic water. • Water service and hook-up at CM's jobsite trailer for the duration of the project. CM, City, DWA and Convention Center/Hotel shall approve all water service tie-in locations. • Water service with 3/4 " hose bib at areas of expansion and renovation for the duration of the project. CM, City, and Convention Center/Hotel shall approve all water service tie-in locations. • Temporary Construction water meter to be utilized by all required Trade Contractor's for the duration of the project. • (1) Y4" hose bib at 48"AFF at exterior of CM's jobsite trailer. • System will be sanitized for drinking purposes. • Cost of water to be paid by the City of Palm Springs. 2. Temporary Holding Tank and Toilets. • Holding tank and connection to Ms jobsite trailer restroom, including twice weekly pump-outs for the duration of project. • Four (4) portable toilets with hand-wash stations, including twice weekly pump-outs and water service for duration of project. Locations ' to be determined by the Ms Project Superintendent. Page 1 of 3 Revised 12/12/02 EXHIBIT F TEMPORARY UTILITIES FOR CONSTRUCTION PURPOSES II. Temporary Electrical and Telephone A. Scope of work provided by the Electrical Trade Contractor. The temporary power, and monthly rental, to be provided, will include, but are not limited to, the following: 1. Temporary Power • Provide temporary power poles, service and hook-up of Ws jobsite trailer from approved designated location (i.e. the Convention Center, Hotel, or other) with pole-mounted metering device for the duration of the project. Service will be 100 amp, 3 phase 240 volts. • Provide temporary power poles and. service to the kitchen expansion/renovation area from approved designated location (i.e. the Convention Center, Hotel, or other) with pole-mounted metering device for the duration of the project. Service will be 200 amp, 3 phase 240 volts. • Power temporary power and service to the Springs Theatre/ new meeting room and dry storage renovation area from approved designated location (i.e. the Convention Center, Hotel, or other). Utilize an existing panel for the duration of the project. Service will be 200 amp, 3 phase 240 volts. • Provide up to (6) spider boxes at the areas of expansion/renovation as directed by jobsite Superintendent. • Cost of power will be paid by The City of Palm Springs. Page 2 of 3 Revised 12/12/02 EXHIBIT F TEMPORARY UTILITIES FOR CONSTRUCTION PURPOSES 2. Temporary Lighting • Provide and install (3) temporary power poles with (2) top-mounted security lights at far corners of construction fencing at Ws jobsite trailer compound area. • Provide temporary overhead lighting within the areas of expansion/renovation of not less than one foot-candle power square foot or as required by CAL-OSHA as need for the duration of the project. Task lighting will be by the respective trade contractors. 3. Temporary Telephone • Provide and install telephone lines and hook-up at CM's jobsite trailer from an approved designated location (i.e. the Convention Center, Hotel, or other)for the duration of the project. Provide a minimum of 4 phone lines. III. Temporary Trash Dumpsters A. Scope of work provided by the Demolition Trade Contractor. The temporary trash dumpster, monthly rental, and disposal fees to be provided, will include, but are not limited to, the following: 1. Temporary Trash Dumpsters • Provide two (2)40-cuyd temporary trash dumpsters with weekly dump service at each area of the expansion/renovation area for construction trash debris for the duration of the project. These dumpsters are above and beyond the necessary "low-boys" and "other" 40-cuyd dumpsters that will be required for demolition, removal and disposal under the selective demolition scope of work. • Provide one (1) 4 cuyd temporary trash dumpster with weekly dump service at the Clvl's jobsite trailer for the duration of the project. Page 3 of 3 Revised 12/12/02 tinlit � n _ .Y it S AIN � i � l ' SAS al Tit IM WS ' 9}4`k neR'n'�cl^`,ram' - .. i 7�4 :4"^,+�r'*4Y'� �� t]F�� +� Yi f.3'.�ii, .Y. f 4Y ri�` d�'111�i"#"� f a �""'-o-,: 3 M.��. � 4.� •:'nc' �w.'w�_ ,._ 4✓L 11 4 _ Si44 41 r km I WE � f •�- Grp � �� - , � - {I� ,�#z S � 5 + �f� p'�k :.w...;��j�' ,.�y+.w+xiw>•+kvo.wu..' -r.t+.._x �wwaam...s v�SPe+i� <,. t � ,.+ ,. f! I:.rce.*.�.��,. PR'P'_MBID RFI LOG RFI# DATE RFI DETAIL RESPONSE RESPONSE DATE 11123/02 There is an area(receiving)in the kitchen which shov 1215/2002 The Health Department has reviewed the exposed ceiling open to structure.This area will be used to ceiling in the Receiving Area and they have not take transport food items from loading to the kitchen.We issue. Provide the diffuser indicated in the sketch don't believe that this will be acceptable to the Dept.c f provided by Syska&Hennessey. Health.Please advise. PB-2 11125/2002 Drawings show condensers for kitchen above ceiling, 12/5/2002 The new condenser for this project are indicated to b but CC personal indicate they are on roof. located on the roof. Relocation of existing condense was not included in the scope of the project. The design work required to accomplish this would involy all of the consultants and require input from the original manufacturers relative to the configuration o the condensers and compressors,their weights and centers of gravity and their utility requirements. Sinc these units were not intended for an exterior application,some kind of weatherproof enclosure will need to be designed. This is more work than can be accomplished during the bid process. HNTB conc that relocating the condensers will benefit the project and will perform the design tasks necessary to accomplish this if authorized to do so by the City, PB-3 11/25/200 Is i[acceptable to use native sand for fill? 121512002 Per item 5 Appendix C of the soils report- 11/25/2002 The drawings show 4"crashed gravel as base,but 12/512002 Provide base under interior slabs in accordance with spec's indicate vapor barrier w/2"of native sand. the soils report. Please advise if vapor barrier/sand alternative is acceptable. PB-5 11/25/2002 Currently there is exterior lighting at the dock area,th 1215/20R This will be addressed in an addendum prior to bid. new plans have no provisions for any.Is it an oversig t or have all exterior lights been eliminated? PB-6 11/25/200 The HVAC ducts at the S.&E.Corridors of the 12/5/200 This is a contractor's mean and methods- Springs Theater havehard lid under them.What is the intended method for replacement? PB-7 11/25/200 Still need final specs on the carpet/flooring.Please 1215/2002 Carpet will be purchased and installed by the City to advise. allow them to take advantage of pricing arrangement PB-8 —fl—/25/2002 What is to become of the existing camera at the 12/5/200 This will be addressed in an addendum prior to bid. loading dock area?Does there need to be power and backing for a new one? PB-9 11/25/200 KA.2 shows flooring to be quarry Tile in Cold Prep Rm 12/5/200 Resinous flooring. 111,however,the finish schedules list it as resinous. Please clarify PB-10 1 1/25/20R Duplicate of PBA 1215/2002 Duplicate of PB-1. PB-11 11/25/200 Roof stairs show on the Roof plan drawing,but not.1 12-15/2002 The roof ladder comes down in the Telephone Room the floor plan drawing.Please clarify where the locati of the roof stairs will be. PB-12 11/25/2002 The Convention Center indicates that they want the 12-1512002 Delete all reference to vinyl wall covering in the wall covering to be removed from the S.&E corridor project- Where vinyl wall covering was previously (only the side abutting the Springs Theater)and to be specified,provided painted drywall. fiiniaUd Luith 12iiint to mat matcb,Busevi r P13-13 11 5/5/200 It is not clear if any communication/data wiring is 12/5/200 The scope of communications wiring is limited to included in the scope of work.Please clarify if this conduit,which is show on the drawings. needs to be included. PB-14 11127/2002 A note on drawing M1.10 states b remove and repla 12-1512002 The Diffusers and air quantifies were indicated on 11 existing air diffusers and grilles with new,these new latest drawings that were issued on November 21. are to have the same air quality as existng.Nothing c 2002. M1.11 will be reissued. the existing is shown on the drawing to determine this scope of work. PB-15 11/27/200 The scope of work note of drawing M1.11 states to 12/5/200 The Contractor shall field verify the AHUs and remove AHU-6 and AHU-3 and all associated duct ductwork to be removed and needs to refer to the work and piping.Nothin I q of existing is shown. available As-Butts drawings- PB-16 11/27/200 The scope of work note on draving M1.11 slates to 12/5/200 Same as PB-15 above. remove the duct work in the hallway and leas existing duffusers.The diffsers aer shown but not the duct work. 'B-17 11/27/200 There is no condensate drain piping shown on the 12/5/200 Condensate drain is under the HVAC scope not the plumbing drawings for any of the fan coils,split Plumbing and should be routed to the nearest recept systems or the new Air Handler Unit. as noted on Mechanical drawings and per specs. Regarding item PB-17,the condensate drain for the new AHU can be routed to the existing hub drain serving existing AHU-4.As to the fan coil units,the condensate drain can be routed to nearest floor sink within the Kitchen Area.The split type indoor evaporated can be routed to the adjacent existing Janitor sink. PB-18 7212/200 Per details 1&2/S3.03,closure plate is required on 1Z11/200 Detail 21S3.03 shall apply along deck edge along lines B.6,21.9&21.2 sheet S2.12?What is required Column line 21.9 with 318" on the balance of this roof area and what is the bent plate as reference on detail 6/51.04,however,if material? "L"exceed 6 inches, then the stiffener plate should be in triangular shape as called out in detail 6/51.04. Detail 1/S3.03 shal apply to column lines B6 and 21.2 Detail 1/S1.04 shall apply to all other edges of deck. Dimension"L'shall be provided by Architectfor all conditions. PB-19 121212002 On the finish schedule,room 101,dry storage shows 1215/200 ACT-1 GWB.On reflective ceiling print shows Act-I? PB-20 12/21200 Are we to replace all of the T-bar orjust what is on IN 12/5/20R Pending finish schedule?—sent request for what areas.MS PS-21 1219/2002 Drawings state that the acoustical ceiling tile is Z K2', but the detail shows 2'x4',plus here is not a specification for type of file. PB-22 12110/2002 Electrical&fire Life Safety specifications,Para.ll,B, 12/11/200 There is no public address system. line item 77,"Provide conduit,boxes and pull string only for public address systems-"A public address system is not defined on the drawings,please clarify. HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 SECTION 08110-STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes steel doors and frames. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data for each type of door and frame specified, including details of construction, materials, dimensions, hardware preparation, core, label compliance, sound ratings, profiles, and finishes. C. Shop Drawings showing fabrication and installation of steel doors and frames. Include details of each frame type, elevations of door design types, conditions at openings, details of construction, location and installation requirements of door and frame hardware and reinforcements, and details of joints and connections. Show anchorage and accessory items. D. Door Schedule: Submit schedule of doors and frames using same reference numbers for details and openings as those on Contract Drawings. 1. Indicate coordination of glazing frames and stops with glass and glazing requirements. E. Samples for initial selection in the form of manufacturer's color charts showing the full range of colors available for factory-finished doors and frames. F. Samples for verification of each type of exposed finish required, prepared on Samples not less than 3 by 5 inches (75 by 125 mm)and of same thickness and material indicated for final unit of Work. Where finishes involve normal color and texture variations, include Sample sets showing the full range of variations expected. G. Oversize Construction Certification: For door assemblies required to be fire rated and exceeding limitations of labeled assemblies, submit certification of a testing agency acceptable to authorities having jurisdiction that each door and frame assembly has been constructed to conform to design, materials, and construction equivalent to requirements for labeled construction. 1.4 QUALITY ASSURANCE STEEL DOORS AND FRAMES 08110- 1 #9 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Provide doors and frames complying with ANSI/SDI 100 'Recommended Specifications for Standard Steel Doors and Frames" and as specified. B. Fire-Rated Door Assemblies: Units that comply with NFPA 80, are identical to door and frame assemblies tested for fire-test-response characteristics per ASTM E 152, and are labeled and listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction- 1. Oversize Fire-Rated Door Assemblies: For units exceeding sizes of tested assemblies, provide certification by a testing agency acceptable to authorities having jurisdiction that doors conform to all standard construction requirements of tested and labeled fire-rated door assemblies except for size. 2. Temperature-Rise Rating: Where indicated, 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 cardboard-wrapped or crated to provide protection during transit and job storage. Provide additional protection to prevent damage to finish of factory-finished doors and frames- B. Inspect doors and frames on delivery for damage. Minor damages may be repaired provided refinished items match new work and are acceptable to Architect; otherwise, remove and replace damaged items as directed. C. Store doors and frames at building site undercover. Place units on minimum 4-inch- (100-mm- ) high wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. If cardboard wrappers on doors become wet, remove cartons immediately. Provide minimum 1/4-inch (6-mm)spaces between stacked doors to promote air circulation. PART2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Steel Doors and Frames: a. Amweld Building Products, Inc. b. Benchmark Commercial Doors. C. Ceco Door Products. d. Copco Door Co. e. Curries Co. f. Deansteel Manufacturing Co- g. Fenestra Corp. h. Kewanee Corp. i. Mesker Door, Inc. j. Pioneer Industries. k. Republic Builders Products. STEEL DOORS AND FRAMES 08110-2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 I. Steelcraft. 2. Prefinished Interior Steel Frames: a. Dunbarton Corp. (Rediframe Products). b. Timely Industries. 2.2 MATERIALS A. Hot-Rolled Steel Sheets and Strip: Commercial-quality carbon steel, pickled and oiled, complying with ASTM A 569 (ASTM A 569M). B. Cold-Rolled Steel Sheets: Carbon steel complying with ASTM A 366 (ASTM A 366M), commercial quality, or ASTM A 620 (ASTM A 620M), drawing quality, special killed. C. Galvanized Steel Sheets: Zinc-coated carbon steel complying with ASTM A 526 (ASTM A 526M), commercial quality, or ASTM A 642 (ASTM A 642M), drawing quality, hot-dip galvanized according to ASTM A 525, with A 60 or G 60 (ASTM A 525M, with Z 180 or ZF 180) coating designation, mill phosphatized. D. Supports and Anchors: Fabricated from not less than 0.0478-inch- (1.2-mm-) thick steel sheet; 0.0516-inch-(1.3-mm-)thick galvanized steel where used with galvanized steel frames- E. Inserts, Bolts, and Fasteners: Manufacturers standard units. Where items are to be built into exterior walls, hot-dip galvanize complying with ASTM A 153, Class C or D as applicable. 2.3 DOORS A. Steel Doors: Provide 1-3/4-inch- (44-mm-) thick doors of materials and ANSI/SDI 100 grades and models specified below, or as indicated on Drawings or schedules: 1. Interior Doors: Grade II, heavy-duty, Model 1, full flush design, minimum 0.0478-inch- (1.2-mm-)thick cold-rolled steel sheet faces. 2. Exterior Doors: Grade ll, heavy-duty, Model 1, full flush design, minimum 0.0516-inch-. (1.3-mm-)thick galvanized steel sheet faces. B. Door Louvers: Provide louvers according to SDI 111C for interior doors where indicated, with blades or baffles formed of 0.0239-inch- (0.6-mm-) thick cold-rolled steel sheet set into minimum 0.0359-inch- (0.9-mm-)thick steel frame. 1. Sight-Proof Louvers: Stationary louvers constructed with inverted V-shaped or Y-shaped blades. 2. Lightproof Louvers: Stationary louvers constructed with baffles to prevent light from passing from one side to the other, any angle. 3. Fire-Rated Automatic Louvers: Louvers constructed with movable blades closed by actuating fusible links at 150 deg F (65 deg C) and labeled and listed for use in fire-rated door assemblies of type and fire-resistance rating indicated by the same inspecting and testing agency who established fire-resistance rating of door assembly. 2.4 FRAMES STEEL DOORS AND FRAMES 08110 -3 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Provide metal frames for doors, transoms, sidelights, borrowed lights, and other openings, according to ANSI/SDI 100, and of types and styles as shown on Drawings and schedules. Conceal fastenings, unless otherwise indicated. Fabricate frames of minimum 0.0478-inch- (1.2-mm-) thick cold-rolled steel sheet. 1. Fabricate frames with mitered or coped and continuously welded corners. Fabricate frames for interior openings over 48 inches (1220 mm) wide from 0.0598-inch- (1.5-mm-)thick steel sheet. 5. Fabricate exterior frames for openings over 48 inches (1220 mm) wide from 0.0635-inch- (1.6-mm-)thick galvanized steel sheet. 6. Form exterior frames from 0.0635-inch- (1.6-mm-)thick galvanized steel sheet. B. Door Silencers: Except on weatherstripped frames, drill stops to receive 3 silencers on strike jambs of single-door frames and 2 silencers on heads of double-door frames. C. Plaster Guards: Provide minimum 0.0179-inch- (0.45-mm-) thick steel plaster guards or mortar boxes at back of hardware cutouts where mortar or other materials might obstruct hardware operation and to close off interior of openings. D. Grout: When required in masonry construction, as specified in Division 4 Section "Unit Masonry:' 2.5 FABRICATION A. Fabricate steel door and frame units to be rigid, neat in appearance, and free from defects, warp, or buckle. Where practical, fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory assembled before shipment, to assure proper assembly at Project site. Comply with ANSI/SDI 100 requirements. 1. Internal Construction: One of the following manufacturer's standard core materials according to SDI standards: a. Resin-impregnated paper honeycomb- b. Rigid polyurethane conforming to ASTM C 591. G. Rigid polystyrene conforming to ASTM C 578. d. Unitized steel grid. e. Vertical steel stiffeners. f. Rigid mineral fiber with internal sound deadener on inside of face sheets. 2. Clearances: Not more than 1/8 inch (3.2 mm)at jambs and heads, except not more than 1/4 inch (6.4 mm) between non-fire-rated pairs of doors. Not more than 314 inch (19 mm) at bottom. a. Fire Doors: Provide clearances according to NFPA 80. B. Fabricate exposed faces of doors and panels, including stiles and rails of nonflush units, from only cold-rolled steel sheet. C. Tolerances: Comply with SDI 117 "Manufacturing Tolerances Standard Steel Doors and Frames." D. Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings from either cold-or hot-rolled steel sheet. STEEL DOORS AND FRAMES 08110-4 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 E. Galvanized Steel Doors, Panels, and Frames: For the following locations, fabricate doors, panels, and frames from galvanized steel sheet according to SDI 112. Close top and bottom edges of doors flush as an integral part of door construction or by addition of minimum 0.0635- inch- (1.6-mm-) thick galvanized steel channels, with channel webs placed even with top and bottom edges. Seal joints in top edges of doors against water penetration. 1. At exterior locations. 2. At exterior locations and where indicated. 3. Where indicated. F. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts. G. Thermal-Rated (Insulating) Assemblies: At exterior locations and elsewhere as shown or scheduled, provide doors fabricated as thermal-insulating door and frame assemblies and tested according to ASTM C 236 or ASTM C 976 on fully operable door assemblies. 1. Unless otherwise indicated, provide thermal-rated assemblies with U-value rating of 0.41 Btu/sq. ft. x h x deg F (2.33 W/sq. m x K)or better. H. Sound-Rated (Acoustical) Assemblies: Where shown or scheduled, provide door and frame assemblies fabricated as sound-reducing type, tested according to ASTM E 1408, and classified according to ASTM E 413. 1. Unless otherwise indicated, provide acoustical assemblies with STC sound ratings of 33 or better. I. Hardware Preparation: Prepare doors and frames to receive mortised and concealed hardware according to final door hardware schedule and templates provided by hardware supplier. Comply with applicable requirements of SDI 107 and ANSI A115 Series specifications for door and frame preparation for hardware. 1. For concealed overhead door closers, provide space, cutouts, reinforcing, and provisions for fastening in top rail of doors or head of frames, as applicable. J. Reinforce doors and frames to receive surface-applied hardware. Drilling and tapping for surface-applied hardware may be done at Project site. K. Locate hardware as indicated on Shop Drawings or, if not indicated, according to the Door and Hardware Institute's (DHI) "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." L. Glazing Stops: Minimum 0.0359-inch- (0.9-mm-) thick steel or 0.040-inch- (1-mm-) thick aluminum. 1. Provide nonremovable stops on outside of exterior doors and on secure side of interior doors for glass, louvers, and other panels in doors. 2. Provide screw-applied, removable, glazing beads on inside of glass, louvers, and other panels in doors. 2.6 FINISHES, GENERAL STEEL DOORS AND FRAMES 08110 -5 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Comply with NAAMM's "Metal Finishes Manual" for recommendations relative to applying and designating finishes. B. Comply with SSPC-PA 1, "Paint Application Specification No. 1;'for steel sheet finishes. C. Apply primers and organic finishes to doors and frames after fabrication. 2.7 GALVANIZED STEEL SHEET FINISHES A. Surface Preparation: Clean surfaces with nonpetroleum solvent so that surfaces are free of oil or other contaminants. After cleaning, apply a conversion coating of the type suited to the organic coating 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 galvanized steel, with dry film containing not less than 94 percent zinc dust by weight, and complying with DOD-P-21035 or SSPC-Paint 20. B. Factory Priming for Field-Painted Finish: Where field painting after installation is indicated, apply air-dried primer specified below immediately after cleaning and pretreatment. 1. Shop Primer: Zinc-dust, zinc-oxide primer paint complying with performance requirements of FS TT-P-641, Type 11. C. Baked-Enamel Finish: Immediately after cleaning and pretreating, apply manufacturer's standard 2-coat, baked-enamel finish consisting of prime coat and thermosetting topcoat, with a minimum dry film thickness of 1 mil (0.0254 mm)for topcoat. Comply with paint manufacturer's instructions for applying and baking to achieve a minimum dry film thickness of 2 mils (0.0508 mm). 1. Color and Gloss: As indicated by manufacturer's color and gloss designations. 2. Color and Gloss: Match Architect's sample. 3. Color and Gloss: As selected by Architect from manufacturer's full range of choices for color and gloss. 2.8 STEEL SHEET FINISHES A. Surface,Preparation: Solvent-clean surfaces to comply with SSPC-SP 1 to remove dirt, oil, grease, and other contaminants that could impair paint bond. Remove mill scale and rust, if present,from uncoated steel to comply with SSPC-SP 5 (White Metal Blast Cleaning)or SSPC- SP 8 (Pickling). B. Pretreatment: Immediately after surface preparation, apply a conversion coating of type suited to organic coating applied over it. C. Factory Priming for Field-Painted Finish: Apply shop primer that complies with ANSI A224.1 acceptance criteria, is compatible with finish paint systems indicated, and has capability to provide a sound foundation for field-applied topcoats. Apply primer immediately after surface preparation and pretreatment- D. Baked-Enamel Finish: Immediately after cleaning and pretreating, apply manufacturers standard 2-coat, baked-enamel finish consisting of prime coat and thermosetting topcoat that STEEL DOORS AND FRAMES 08110-6 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 complies with ANSI A250.3. Comply with paint manufacturer's instructions for applying and baking to achieve a minimum dry film thickness of 2 mils (0.0508 mm). 1. Color and Gloss: As indicated by manufacturer's color and gloss designations. 2. Color and Gloss: Match Architect's sample. 3. Color and Gloss: As selected by Architect from manufacturers full range of choices for color and gloss. PART 3-EXECUTION 3.1 INSTALLATION A. General: Install steel doors, frames, and accessories according to Shop Drawings, manufacturer's data, and as specified. B. Placing Frames: Comply with provisions of SDI 105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged. 1. Except for frames located in existing concrete, masonry, or gypsum board assembly construction, place frames before constructing enclosing walls and ceilings. 2. In masonry construction, install at least 3 wall anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Acceptable anchors include masonry wire anchors and masonry T-shaped anchors. 3. At existing concrete or masonry construction, install at least 3 completed opening anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Set frames and secure to adjacent construction with bolts and masonry anchorage devices. 4. In metal-stud partitions, install at least 3 wall anchors per jamb at hinge and strike levels. In steel-stud partitions, attach wall anchors to studs with screws. 5. In in-place gypsum board partitions, install knock-down, slip-on, drywall frames. 6. Install fire-rated frames according to NFPA 80. C. Door Installation: Fit hollow-metal doors accurately in frames, within clearances specified in ANSI/SDI 100. 1. Fire-Rated Doors: Install with clearances specified in NFPA 80. 2. Smoke-Control Doors: Comply with NFPA 105. 3.2 ADJUSTING AND CLEANING A. Prime Coat Touchup: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air-drying primer. B. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. END OF SECTION 08110 STEEL DOORS AND FRAMES 08110-7 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 SECTION 08211 - FLUSH WOOD DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Solid-core doors with wood-veneer faces. 1.3 SUBMITTALS A. Product Data: For each type of door. Include details of core and edge construction, trim for openings, and louvers. 1. Include factory-finishing specifications. B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data; location and extent of hardware blocking; and other pertinent data. 1. Indicate dimensions and locations of mortises and holes for hardware. 2. Indicate dimensions and locations of cutouts. 3. Indicate requirements for veneer matching. 4. Indicate doors to be factory finished and finish requirements. 5. Indicate fire ratings for fire doors. C. Samples for Initial Selection: Color charts consisting of actual materials in small sections for finish showing that it matches that of the existing doors in the same area. D. Samples for Verification: As follows: 1. Corner sections of doors approximately 8 by 10 inches (200 by 250 mm)with door faces and edgings representing the typical range of color and grain for each species of veneer and solid lumber required. Finish sample with same materials proposed for factory- finished doors. 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain flush wood doors through one source from a single manufacturer. B. Quality Standard: Comply with the following standard: 1. NWWDA Quality Standard: NWWDA I.S.1-A, "Architectural Wood Flush Doors." FLUSH WOOD DOORS 08211 - 1 HNTB #36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 2. AWI Quality Standard: AWI's "Architectural Woodwork Quality Standards" for grade of door, core, construction, finish, and other requirements. C. Fire-Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 252. 1. Test Pressure: Test at atmospheric pressure. 2. Oversized, Fire-Rated Wood Doors: For door assemblies exceeding sizes of tested assemblies, provide manufacturer's certificate stating that doors comply with all standard construction requirements of tested and labeled fire-door assemblies except for size. 3. Temperature-Rise Rating: At stairwell enclosures, provide doors that have a temperature-rise rating of 450 deg F (250 deg C) maximum in 30 minutes of fire exposure. 4. Temperature-Rise Rating: At stairwell enclosures, provide doors that have a temperature-rise rating of 250 deg F (139 deg C) maximum in 30 minutes of fire exposure. 1.5 DELIVERY, STORAGE,AND HANDLING A. Protect doors during transit, storage, and handling to prevent damage, soiling, and deterioration. Comply with requirements of referenced standard and manufacturer's written instructions. 1. Individually package doors in plastic bags or cardboard cartons. 2. Individually package doors in cardboard cartons and wrap bundles of doors in plastic sheeting. 3. Comply with WIC's Technical Bulletin 420-R for delivery, storage, and handling of doors. B. Mark each door with individual opening numbers used on Shop Drawings. Use removable tags or concealed markings. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install doors until conditions for temperature and relative humidity have been stabilized and will be maintained in storage and installation areas during the remainder of the construction period to comply with requirements of the referenced quality standard for Projecfs geographical location. 1.7 WARRANTY A. General Warranty: Door manufacturer's warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. B. Door Manufacturer's Warranty: Submit written agreement on door manufacturer's standard form, signed by manufacturer, Installer, and Contractor, agreeing to repair or replace defective doors that have warped (bow, cup, or twist) more than 1/4 inch (6.35 mm) in a 42-by-84-inch (1067-by-2134-mm) section or that show telegraphing of core construction in face veneers FLUSH WOOD DOORS 08211 -2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 exceeding 0.01 inch in a 3-inch (0.25 mm in a 75-mm) span, or do not comply with tolerances in referenced quality standard. 1. Warranty shall also include installation and finishing that may be required due to repair or replacement of defective doors. 2. Warranty shall be in effect during the following period of time after the date of Substantial Completion: a. Hollow-Core Interior Doors: Two years. PART2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Flush Wood Doors: a. Algoma Hardwoods Inc. b. Ampco Products, Inc. C. Buell Door Co. d. Chappell Door Co. e. Eagle Plywood & Door Manufacturing, Inc. f. Eggers Industries;Architectural Door Division. g. Graham Manufacturing Corp. h. Haley Brothers, Inc. L Ideal Wood Products, Inc. j. IPIK Door Co., Inc. K Marlite. 1. Mohawk Flush Doors, Inc- M. Oshkosh Architectural Door Co. n. Poncraft Door Co. o. Vancouver Door Company, Inc. p. V-T Industries Inc. q. Weyerhaeuser Co. 2. Metal Louvers for Doors: a. Air Louvers, Inc. b. Anemostat Door Products- C. Construction Specialties, Inc. d. Leslie-Locke, Inc. 2.2 DOOR CONSTRUCTION, GENERAL A. Doors for Transparent Finish (door type D): Match existing doors in the same area. 2.3 SOLID-CORE DOORS FLUSH WOOD DOORS 08211 -3 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Particleboard Cores: Comply with the following requirements: 1. Particleboard: ANSI A208.1, Grade LD-1. 2. Blocking: Provide wood blocking at particleboard-core doors as follows: a. 5-inch (125-mm)top-rail blocking, at doors indicated to have closers. b. 5-inch (125-mm) bottom-rail blocking, at exterior doors and doors indicated to have kick, mop, or armor plates. c. 5-inch (125-mm) midrail blocking, at doors indicated to have exit devices. B. Fire-Rated Doors: Comply with the following requirements: 1. Construction: Construction and core specified above for type of face indicated or manufacturer's standard mineral-core construction as required to provide fire rating indicated. 2. Blocking: For mineral-core doors, provide composite blocking with improved screw- holding capability approved for use in doors of fire ratings indicated and as follows: a. 5-inch (125-mm)top-rail blocking- b. 5-inch (125-mm) bottom-rail blocking, at doors indicated to have kick, mop, or armor plates. C. 4-1/2-by-1 0-inch (114-by-250-mm)lock blocks. d. 5-inch (125-mm) midrail blocking, at doors indicated to have exit devices. e. As necessary to eliminate need for through-bolting hardware. 3. Edge Construction: At hinge stiles, provide manufacturer's standard laminated-edge construction with improved screw-holding capability and split resistance and with outer stile matching face veneer. 4. Pairs: Provide fire-rated pairs with fire-retardant stiles that are labeled and listed for kinds of applications indicated without formed-steel edges and astragals. 2.4 FABRICATION A. Fabricate flush wood doors in sizes indicated for Project site fitting. B. Factory fit doors to suit frame-opening sizes indicated, with the following uniform clearances and bevels, unless otherwise indicated: 1. Comply with clearance requirements of referenced quality standard for fitting. Comply with requirements of NFPA 80 for fire-rated doors- C. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI-WDHS-3. Comply with final hardware schedules, door frame Shop Drawings, DHI Al15-W series standards, and hardware templates. 1. Coordinate measurements of hardware mortises in metal frames to verify dimensions and alignment before factory machining. D_ Openings: Cut and trim openings through doors to comply with applicable requirements of referenced standards for kind(s) of door(s) required. 1. Light Openings: Trim openings with moldings of material and profile indicated. FLUSH WOOD DOORS 08211 -4 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 2. Louvers: Factory install louvers in prepared openings. 2.5 FACTORY FINISHING A. General: Comply with referenced quality standard's requirements for factory finishing. B. Finish wood doors at factory to match the existing doors. PART 3-EXECUTION 3.1 EXAMINATION A. Examine installed door frames before hanging doors. 1. Verify that frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with plumb jambs and level heads. 2. Reject doors with defects. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Hardware: For installation, see Division 8 Section "Finish Hardware." B. Manufacturer's Written Instructions: Install wood doors to comply with manufacturer's written instructions, referenced quality standard, and as indicated. 1. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80. C. Job-Fit Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer or permitted with fire- rated doors. Machine doors for hardware. Seal cut surfaces after fitting and machining. 1. Clearances: Provide 1/8 inch (32 mm) at heads, jambs, and between pairs of doors. Provide 1/8 inch (32 mm) from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 114 inch (6.4 mm) from bottom of door to top of threshold. a. Comply with NFPA 80 for fire-rated doors. 2. Bevel non-fire-rated doors 1/8 inch in 2 inches (3-1/2 degrees) at lock and hinge edges. 3. Bevel fire-rated doors 1/8 inch in 2 inches (3-1/2 degrees) on lock edge; trim stiles and rails only to extent permitted by labeling agency. D. Factory-Finished Doors: Restore finish before installation, if fitting or machining is required at Project site. 3.3 ADJUSTING AND PROTECTING A. Operation: Rehang or replace doors that do not swing or operate freely. FLUSH WOOD DOORS 08211 -5 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 B. Finished Doors: Refinish or replace doors damaged during installation. C. Protect doors as recommended by door manufacturer to ensure that wood doors are without damage or deterioration at the time of Substantial Completion. END OF SECTION 08211 FLUSH WOOD DOORS 08211 -6 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30102 SECTION 08305-ACCESS DOORS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following types of access doors: 1. Wall access doors. 2. Fire-rated wall access doors. 3. Ceiling access doors. 4. Fire-rated ceiling access doors. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 4 Sections for building in anchors and grouting frames set in masonry construction. 2. Division 7 Section "Roof Accessories"for roof hatches. 3. Division 8 Section 'Door Hardware"for mortise or rim cylinder locks. 4. Division 9 Section "Gypsum Board Assemblies"for gypsum board walls and ceilings. 5. Division 9 Section"Tile"for ceramic tile walls. 6. Division 9 Section "Acoustical Tile Ceilings" for access tile in suspended or furred acoustical tile ceilings. 7. Division 15 Section"Duct Accessories"for duct access doors. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of Contract and Division 1 Specification Sections. B. Product data for each type of access door assembly specified, including details of construction relative to materials, individual components, profiles, finishes, and fire-protection ratings (if required). 1. Include complete schedule, including types, general locations, sizes, wall and ceiling construction details, latching or locking provisions, and other data pertinent to installation. C. Shop drawings showing fabrication and installation of customized access doors and frames, including details of each frame type, elevations of door design types, anchorage, and accessory items. D. Samples, 3-inch (75-mm) by 5-inch (125-mm) minimum size, of each panel face material showing factory-finished color and texture. ACCESS DOORS 08305- 1 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 1.4 QUALITY ASSURANCE A. Single-Source Responsibility: Obtain access doors for entire Project from one source and by a single manufacturer. B. Fire-Rated Door Assemblies: Units that comply with NFPA 80, are identical to door and frame assemblies tested for fire-test-response characteristics per test method as indicated below, and are labeled and listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. 1. Test Method for Vertical Installations: ASTM E 152. 2. Test Method for Horizontal Installations: ASTM E 119. C. Size Variations: Obtain Architect's acceptance of manufacturer's standard size units, which may vary slightly from sizes indicated. 1.5 COORDINATION A. Verification: Determine specific locations and sizes for access doors needed to gain access to concealed equipment, and indicate on schedule specified under"Submittals"Article. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in 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. Acudor Products Inc. 2. Bar-Co, Inc. Div.,Alfab, Inc. 3. Cesco Products. 4. Elmdor Manufacturing Co. 5. J.L. Industries. 6. Karp Associates, Inc. 7. Larsen's Manufacturing Co. 8. Milcor, Inc. 9. Nystrom, Inc. 10. The Williams Bros. Corporation of America. 22 MATERIALS A. Steel Sheet: ASTM A 366 (ASTM A 366M) commercial-quality, cold-rolled steel sheet with baked-on, rust-inhibitive primer. B. Zinc-Coated Steel Sheet: ASTM A 591 (ASTM A 591 M), Electrolytic zinc-coated steel sheet with Class C coating and phosphate treatment to prepare surface for painting. ACCESS DOORS 08305-2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 C. Stainless-Steel Sheet: ASTM A 167, Type 304 with No. 4 finish according to ASTM A 480 (ASTM A 480M). 2.3 ACCESS DOORS A. Insulated, Fire-Rated Access Doors: Self-latching units consisting of frame, trim, door, insulation, and hardware, including automatic closer, interior latch release, and complying with the following requirements: 1. Frame with Exposed Trim: Perimeter frame with integral exposed trim complying with the following requirements: a. Metal: 0.0598-inch-(1.52-mm-)thick steel sheet. b. Metal: 0.0598-inch- (1.52-mm-)thick zinc-coated steel sheet. C. Metal: 0.0625-inch- (1.59-mm-)thick stainless-steel sheet. d. Trim: 1-inch (25.4-mm)flange overlapping surfaces surrounding door frame. e. Trim: 1-1/4-inch (31.75-mm)flange overlapping surfaces surrounding door frame. 2. Trimless Frame: Perimeter frame complying with the following requirements: a. Metal: 0.0598-inch-(1.52-mm-)thick steel sheet. b. Metal: 0.0598-inch-(1.52-mm-)thick zinc-coated steel sheet. C. Metal: 0.0625-inch- (1.59-mm-)thick stainless-steel sheet. d. Frame Configuration: Flange integral with frame and overlapping face of adjoining gypsum board,with surface formed to receive joint compound. e. Frame Configuration: Zinc-coated steel sheet edge trim with both face and back flanges; face flange formed to receive joint compound, with thickness required to fit over edges of adjoining gypsum board panels. 3. Door: 0.0359-inch- (0.91-mm-)thick steel sheet, welded pan type. 4. Door: 0.0359-inch-(0.91-mm-)thick zinc-coated steel sheet,welded pan type. 5. Door: 0.0375-inch- (0.95-mm-)thick stainless-steel sheet,welded pan type. 6. Hinges: Continuous type. 7. Latches: Bolt type, operated by either a ring turn or flush key device (keyed alike). 8. Insulation: 2-inch- (50.8-mm-)thick mineral-fiber insulation. 9. Fire-Protection Rating for Walls: 1-1/2 hours. 10. Fire-Protection Rating for Walls: 1-1/2 hours with a temperature rise not exceeding 250 deg F (139 deg C) at the end of 30 minutes. 11. Fire-Protection Rating for Ceilings: 1 hour for wood-framed walls and other combustible wall assemblies. 12. Fire-Protection Rating for Ceilings: 3 hours for combustible assemblies. B. Noninsulated, Fire-Rated Doors for Walls: Self-latching units consisting of frame, trim, door, and hardware, including automatic closer, interior latch release, and complying with the following requirements: 1. Frame: 0.0598-inch-(1.52-mm-)thick steel sheet. 2. Frame: 0.0598-inch-(1.52-mm-)thick zinc-coated steel sheet. 3. Frame: 0.0625-inch- (1.59-mm-)thick stainless-steel sheet. 4. Door: 0.0598-inch-(1.52-mm-)thick steel sheet_ 5. Door: 0.0598-inch- (1.52-mm-) thick zinc-coated steel sheet. 6. Door: 0.0625-inch- (1.59-mm-) thick stainless-steel sheet_ ACCESS DOORS 08305-3 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 7. Hinge: Continuous type. 8. Latches: Bolt type, operated by either a ring turn or flush key device(keyed alike). 9. Fire-Protection Rating for Walls: 1-1/2 hours. C. Flush Access Doors with Exposed Trim: Units consisting of frame with exposed trim, door, hardware, and complying with the following requirements: 1. Frame: 0.0598-inch- (1.52-mm-) thick steel sheet. 2. Frame: 0.0598-inch-(1.52-mm-) thick zinc-coated steel sheet. 3. Frame: 0.0625-inch- (1.59-mm-) thick stainless-steel sheet. 4. Door: 0.0747-inch-(1.90-mm-)thick steel sheet. 5. Door: 0.0747-inch- (1.90-mm-)thick zinc-coated steel sheet. 6. Door: 0.0781-inch- (1.98-mm-)thick stainless-steel sheet. 7. Trim: Flange integral with frame, 3/4 inch (19 mm) wide, overlapping surrounding finished surface. 8. Hinge: Continuous type. 9. Locks: Flush,screwdriver-operated cam. 10. Locks: Key-operated cylinder lock. D. Trimless, Flush Access Doors for Gypsum Board: Units consisting of frame, concealed edge trim, door, hardware, and complying with the following requirements: 1. Frame: 0.0598-inch- (1.52-mm-)thick steel sheet. 2. Frame: 0.0598-inch- (1.52-mm-)thick zinc-coated steel sheet. 3. Frame: 0.0625-inch- (1.59-mm-)thick stainless-steel sheet. 4. Door: 0.0747-inch- (1.90-mm-) thick steel sheet. 5. Door: 0.0747-inch- (1.90-mm-)thick zinc-coated steel sheet. 6. Door: 0.0781-inch- (1.98-mm-)thick stainless-steel sheet. 7. Concealed, Gypsum Board Edge Trim: 0.0299-inch (0.76-mm) zinc-coated or galvanized-steel sheet with face flange formed to receive joint compound. 8. Hinge: Concealed spring pin or continuous type. 9. Locks: Screwdriver-operated cam. 10. Locks: Key-operated cylinder lock. E. Trimless, Flush Access Doors for Plaster: Units consisting of frame, casing bead, door, hardware, and complying with the following requirements: 1. Frame: 0.0598-inch- (1.52-mm-)thick steel sheet. 2. Frame: 0.0598-inch-(1.52-mm-) thick zinc-coated steel sheet. 3. Frame: 0.0625-inch-(1.59-mm-)thick stainless-steel sheet. 4. Door: 0.0747-inch- (1.90-mm-)thick steel sheet. 5. Door: 0.0747-inch- (1.90-mm-)thick zinc-coated steel sheet. 6. Door: 0.0781-inch- (1.98-mm-)thick stainless-steel sheet. 7. Plaster Casing Bead: 0.0299-inch (0.76-mm) zinc-coated-steel casing bead with flange formed out of expanded metal lath. 8. Hinge: Concealed spring pin or continuous type. 9. Locks: Screwdriver-operated cam. 10. Locks: Key-operated cylinder lock. F. Trimless, Recessed Doors for Gypsum Board Assemblies: Units consisting of frame with concealed edge trim, door, hardware, and complying with the following requirements: 1. Frame: 0.0897-inch- (2.30-mm-)thick steel sheet. 2. Frame: 0.0897-inch- (2.30-mm-)thick zinc-coated steel sheet. ACCESS DOORS 08305-4 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 3. Frame: 0.0938-inch- (2.40-mm-) thick stainless-steel sheet. 4. Door: 0.0598-inch-(1.52-mm-)thick steel sheet, recessed 1 inch (25.4 mm). 5. Door: 0.0598-inch- (1.52-mm-)thick zinc-coated steel sheet, recessed 1 inch (25.4 mm). 6. Door: 0.0625-inch- (1.59-mm-)thick stainless-steel sheet, recessed 1 inch (25A mm). 7. Concealed, Gypsum Board Edge Trim: 0.298-inch (0.76-mm) zinc-coated steel sheet gypsum board edge trim formed to receive joint compound. 8. Hinge: Concealed, pivoting-rod type. 9. Locks: Flush to finished surface, screwdriver-operated cam. 10. Locks: Flush to finished surface, key-operated cylinder lock. G. Recessed Door for Plaster: Units consisting of frame with concealed edge trim, recessed door, hardware, and complying with the following requirements: 1. Frame: 0.0897-inch- (2.30-mm-)thick steel sheet. 2. Frame: 0.0897-inch- (2.30-mm-)thick zinc-coated steel sheet. 3. Frame: 0.0938-inch- (2.40-mm-)thick stainless-steel sheet. 4. Door: 0.0598-inch- (1.52-mm-) thick steel sheet, recessed 1/2 inch (12.7 mm) and lined with self-furring 3.4 lb./sq. yd. (1.8 kg/sq. m)flat-rib, galvanized-steel lath. 5. Door: 0.0598-inch- (1.52-mm-) thick zinc-coated steel sheet, recessed 1/2 inch (12.7 mm) and lined with self-furring 3.4 lb./sq.yd. (1.8 kg/sq. m)flat-rib, galvanized-steel lath. 6. Door: 0.0625-inch- (1.59-mm-) thick stainless-steel sheet, recessed 1/2 inch (12.7 mm) and lined with self-furring 3.4 lb./sq. yd. (1.8 kg/sq. m)flat-rib, galvanized-steel lath. 7. Plaster Casing Bead: 0.0299-inch (0.76-mm) zinc-coated-steel casing bead with flange formed out of expanded metal lath. 8. Hinge: Concealed, pivoting-rod type. 9. Locks: Flush to finished surface, screwdriver-operated cam. 10. Locks: Flush to finished surface, key-operated cylinder lock- H. Recessed Doors for Acoustical Tile Ceilings: Units consisting of frame with no exposed trim, recessed door to receive tile, hardware, and complying with the following requirements: 1. Frame: 0.0897-inch- (2.30-mm-)thick steel sheet- 2- Frame: 0.0897-inch- (2.30-mm-)thick zinc-coated steel sheet. 3. Frame: 0.0938-inch- (2.40-mm-)thick stainless-steel sheet. 4. Door: 0.0598-inch-(1.52-mm-)thick steel sheet, recessed 1 inch (25.4 mm). 5. Door: 0.0598-inch- (1.52-mm-)thick zinc-coated steel sheet, recessed 1 inch (25.4 mm). 6. Door: 0.0625-inch- (1.59-mm-)thick stainless-steel sheet, recessed 1 inch (25.4 mm). 7. Hinge: Concealed, pivoting-rod type. 8. Locks: Flush to finished surface, screwdriver-operated cam. 9. Locks: Flush to finished surface, key-operated cylinder lock. 1. High-Security Access Doors: For maximum security in areas where access is required. 1. Frames: 3/16-inch (4.76-mm) by 2-inch (50.8-mm) by 2-inch (50.8-mm) angle welded with joints ground smooth. 2. Door: 0.1345-inch- (3.40-mm-)thick steel sheet. 3. Hinges: Heavy-duty steel welded to door and frame. 4. Locks: Heavy-duty, detention-type lock. 5. Locks: Doors prepared for mortise (or rim cylinder) lock furnished in Division 8 Section "Door Hardware." 2.4 FABRICATION ACCESS DOORS 08305-5 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. General: Manufacture each access door assembly as an integral unit ready for installation. B. Steel Access Doors and Frames: Continuous welded construction. Grind welds smooth and flush with adjacent surfaces. Furnish attachment devices and fasteners of type required to secure access panels to types of supports indicated. 1. Exposed Flange: Nominal 1 to 1-1/2 inches (25.4 to 38.1 mm) wide around perimeter of frame. 2. For gypsum board assemblies or gypsum veneer plaster, furnish frames with edge trim for gypsum board or gypsum base. 3. For full-bed plaster applications, furnish frames with galvanized expanded metal lath and exposed casing bead, welded to perimeter of frame. 4. For installation in masonry construction, furnish frames with adjustable metal masonry anchors. C. Recessed Panel Doors: Form face of panel to provide recess for application of applied finish. Reinforce panel as required to prevent buckling. 1. Furnish recessed panel doors for concealed installation in acoustic tile ceiling systems. 2. Furnish recessed panel doors and frames with expanded metal lath for concealed installation in plaster. D. Locking Devices: Furnish number required to hold door in flush, smooth plane when closed. 1. For cylinder lock, furnish 2 keys per lock and key all locks alike_ 2. For recessed panel doors, provide access sleeves for each locking device. Furnish plastic grommets and install in holes cut through finish. PART 3- EXECUTION 3.1 PREPARATION A. Advise Installers of other work about specific requirements relating to access door installation, including sizes of openings to receive access door and frame, as well as locations of supports, inserts, and anchoring devices. Furnish inserts and anchoring devices for access doors that must be built into other construction. Coordinate delivery with other work to avoid delay. 3.2 INSTALLATION A. Comply with manufacturer's instructions for installing access doors. B. Set frames accurately in position and attach securely to supports with plane of face panels aligned with adjacent finished surfaces. C. Install concealed-frame access doors flush with adjacent finish surfaces. 3.3 ADJUST AND CLEAN A. Adjust hardware and panels after installation for proper operation. ACCESS DOORS 08305-6 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 B. Remove and replace panels or frames that are warped, bowed, or otherwise damaged. END OF SECTION 08305 ACCESS DOORS 08305-7 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 SECTION 08331 -OVERHEAD COILING DOORS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following types of overhead coiling doors: 1. Service doors. B. Related Sections include the following: 1. Division 8 Section "Door Hardware"for lock cylinders and keying. 2. Division 9 Section"Painting"for field-applied paint finish. 3. Division 16 Section "Conductors and Cables" for electrical service and connections for powered operators, and accessories. 4. Division 16 Section "Disconnect Switches and Circuit Breakers" for disconnect switches and circuit breakers for powered operators. 1.3 DEFINITIONS A. Operation Cycle: One complete cycle of a door begins with the door in the closed position. The door is then moved to the open position and back to the closed position. 1.4 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide overhead coiling doors capable of withstanding the effects of gravity loads and the following loads and stresses without evidencing permanent deformation of door components: 1. Wind Load: Uniform pressure (velocity pressure) of 20 Ibf/sq. ft. (960 Pa), acting inward and outward. B. Operation-Cycle Requirements: Design overhead coiling door components and operator to operate for not less than 10,000 cycles. C. Operation-Cycle Requirements: Design overhead coiling door components and operator to operate for not less than 20,000 cycles. D. Operation-Cycle Requirements: Design overhead coiling door components and operator to operate for not less than 20,000 cycles and for 10 cycles per day. 1. Include tamperproof cycle counter. OVERHEAD COILING DOORS 08331 - 1 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 1.5 SUBMITTALS A. Product Data: For each type and size of overhead coiling door and accessory. Include details of construction relative to materials, dimensions of individual components, profiles, and finishes. Provide roughing-in diagrams, operating instructions, and maintenance information. Include the following: 1. Setting drawings, templates, and installation instructions for built-in or embedded anchor devices. 2. Summary of forces and loads on walls and jambs. 3. Motors: Show nameplate data and ratings; characteristics; mounting arrangements; size and location of winding termination lugs, conduit entry, and grounding lug; and coatings- 4- Fire-Rated Doors: Information describing fire-release system, including testing and resetting instructions. B. Shop Drawings: For special components and installations not dimensioned or detailed in manufacturer's data sheets. 1. Wiring Diagrams: Detail wiring for power, signal, and control systems. Differentiate between manufacturer-installed and field-installed wiring and between components provided by door manufacturer and those provided by others. C. Samples for Initial Selection: Manufacturer's color charts showing the full range of.colors available for units with factory-applied finishes. D. Samples for Verification: Of each type of exposed finish required, prepared on Samples of size indicated below and of same thickness and material indicated for Work. Where finishes involve normal color and texture variations, include Sample sets showing the full range of variations expected. 1. Curtain Slats: 12-inch (300-mm) length. 2. Bottom Bar: 6-inch (150-mm) length. 3. Guides: 6-inch (150-mm) length. 4. Brackets: 6 inches (150 mm) square. 5. Hood: 6 inches (150 mm) square. 6. Laminate-Clad Counter Panel Product: 6 inches (150 mm) square, for each type, color, pattern, and surface finish, laminated to core. E. Installer Certificates: Signed by manufacturer certifying that installers comply with specified requirements. F. Oversize Construction Certification: For door assemblies required to be fire-rated and exceeding limitations of labeled assemblies, submit certification of a testing agency acceptable to authorities having jurisdiction that each door and frame assembly has been constructed to comply with design, materials, and construction equivalent to requirements for labeled construction. 1.6 QUALITY ASSURANCE OVERHEAD COILING DOORS 08331 -2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Installer Qualifications: Engage an experienced installer who is an authorized representative of the overhead coiling door manufacturer for both installation and maintenance of units required for this Project. B. Source Limitations: Obtain overhead coiling doors through one source from a single manufacturer. 1. Obtain operators and controls from the overhead coiling door manufacturer. C. Fire-Rated Door Assemblies: Provide assemblies complying with NFPA 80 that are identical to door and frame assemblies tested for fire-test-response characteristics per UL 10b, and that are labeled and listed for fire ratings indicated by UL, FM, ITS/Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. D. Oversize Fire-Rated Door Assemblies: For units exceeding sizes of tested assemblies, provide certification by a testing agency acceptable to authorities having jurisdiction that doors comply with all standard construction requirements of tested and labeled fire-rated door assemblies, except for size. E. Listing and Labeling: Provide electrically operated fixtures specified in this Section that are listed and labeled. 1. The Terms "Listed" and "Labeled": As defined in NFPA 70,Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory"as defined in OSHA Regulation 1910.7. PART2- 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. Manufacturer: Subject to compliance with requirements, provide products by one of the following: 1. Alpine Overhead Doors, Inc. 2. Atlas Door Corp.; Div.of Clopay Building Products Co. 3. The Cookson Company. 4. Cornell Iron Works Inc. 5. Dynamic Closures (1995) LTD. 6. Mahon Door Corp. 7. McKeon Rolling Steel Door Company, Inc. 8. Overhead Door Corporation. 9. Pacific Rolling Door Co. 10. Raynor Garage Doors. 11_ Roll-Lite Door Corp.; Div. of Clopay Building Products Co. 12. Southwestern Steel Rolling Door Co. 13. Wayne-Dalton Corp. 14. Windsor Door;A United Dominion Company. OVERHEAD COILING DOORS 08331 -3 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 2.2 DOOR CURTAIN MATERIALS AND CONSTRUCTION A. Door Curtain: Fabricate overhead coiling door curtain of interlocking slats, designed to withstand wind loading indicated, in a continuous length for width of door without splices. Unless otherwise indicated, provide slats of material thickness recommended by door manufacturer for performance, size, and type of door indicated, and as follows: 1. Steel Door Curtain Slats: Structural-quality, cold-rolled galvanized steel sheets complying with ASTM A 653, with G90(ASTM A 653M, with Z275) zinc coating. 2. Stainless-Steel Door Curtain Slats: Type 300 series, ASTM A 240 (ASTM A 240M) or ASTM A 666. 3. Aluminum Door Curtain Slats. ASTM B 209 (ASTM B 209M) or ASTM B 221 (ASTM B 221 M), alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated. a. Provide manufacturer's standard S-configuration slats. b. Provide manufacturer's standard flat-profile slats. 4. Insulation: Fill slat with manufacturers standard rigid cellular polystyrene or polyurethane-foam-type thermal insulation complying with maximum flame-spread and smoke-developed indices of 75 and 450, respectively, according to ASTM E 84. Enclose insulation completely within metal slat faces. 5. Inside Curtain Slat Face: To match material of outside metal curtain slat and as follows: a. Galvanized Steel Sheet Thickness: Not less than 0.028 inch (0.7 mm). b. Stainless-Steel Sheet Thickness: Not less than 0.025 inch (0.65 mm). C. Aluminum Sheet Thickness: Same thickness as outside aluminum curtain face slat: B. Endlocks: Malleable-iron castings galvanized after fabrication, secured to curtain slats with galvanized rivets, or high-strength nylon. Provide locks on not less than alternate curtain slats for curtain alignment and resistance against lateral movement. C. Endlocks: Manufacturer's standard locks on not less than alternate curtain slats for curtain alignment and resistance against lateral movement. D. Windlocks: Malleable-iron castings secured to curtain slats with galvanized rivets or high- strength nylon, as required to comply with wind load. E. Bottom Bar: Consisting of 2 angles, each not less than 1-1/2 by 1-112 by 1/8 inch (38 by 38 by 3 mm) thick, either galvanized or stainless-steel or aluminum extrusions to suit type of curtain slats. F. Bottom Bar: Manufacturers standard continuous channel or tubular shape, either stainless- steel or aluminum extrusions to suit type of curtain slats. 1. Astragal: Provide a replaceable, adjustable, continuous, compressible gasket of flexible vinyl, rubber, or neoprene, between angles or fitted to shape, as a cushion bumper for interior door. 2. Provide motor-operated doors with combination bottom astragal and sensor edge. G. Curtain Jamb Guides: Fabricate curtain jamb guides of steel angles, or channels and angles, with sufficient depth and strength to retain curtain, to allow curtain to operate smoothly, and to withstand loading. Build up units with not less than 3/16-inch- (5-mm-) thick, galvanized steel OVERHEAD COILING DOORS 08331 -4 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 sections complying with ASTM A 36 (ASTM A 36M), and ASTM A 123. Slot bolt holes for guide adjustment. Provide removable stops on guides to prevent overtravel of curtain and a continuous bar for holding windlocks. H. Curtain Jamb Guides: Fabricate curtain jamb guides of angles, or channels and angles of material and finish to match curtain slats, with sufficient depth and strength to retain curtain, to allow curtain to operate smoothly, and to withstand loading. Provide continuous integral wear strips to prevent metal-to-metal contact and minimize noise of travel and removable stops on guides to prevent overtravel of curtain. 2.3 HOODS AND ACCESSORIES A. Hood: Form to entirely enclose coiled curtain and operating mechanism at opening head and act as weatherseal. Contour to suit end brackets to which hood is attached. Roll and reinforce top and bottom edges for stiffness. Provide closed ends for surface-mounted hoods and fascia for any portion of between-jamb mounting projecting beyond wall face. Provide intermediate support brackets as required to prevent sag. 1. Fabricate steel hoods, for steel doors, of not less than 0.028-inch (0.7-mm) thick, hot-dip galvanized steel sheet with G90 (Z275) zinc coating, complying with ASTM A 653 (ASTM A 653M). 2. Fabricate hoods of stainless-steel sheet, Type 300 series, complying with ASTM A 240 (ASTM A 240M) or ASTM A 666, and not less than 0.025-inch (0.65-mm) thick, for stainless-steel doors. 3. Include automatic drop baffle to guard against passage of smoke or flame. 4. Fabricate aluminum hoods, complying with ASTM B 209 (ASTM B 209M), alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and not less than 0.032 inch (0.8 mm)thick, for aluminum doors. 5. Shape: Round. 6. Shape: Square. 7. Exterior Mounted Door: Fabricate hood with sealant-joint bead profile for applying joint sealant. B. Integral Frame, Hood, and Fascia: Provide welded assemblies of the following sheet metal: 1. Fabricate of not less than 0.064-inch-(1.6-mm-)thick, hot-dip galvanized steel sheet with G90 (Z275)zinc coating, complying with ASTM A 653 (ASTM A 653M). 2. Fabricate of not less than 0.0625-inch- (1.6-mm-) thick, stainless-steel sheet, Type 300 series, complying with ASTM A 240 (ASTM A 240M) or ASTM A 666. C. Integral Sills: Fabricate sills as integral part of frame assembly of same sheet metal, but not less than 0.078 inch (2.0 mm)thick. D. Fire-Rated Counter: Provide fire-door manufacturer's high-pressure decorative laminate covered countertop, UL tested and labeled for 1-1/2-hour fire rating for approved use with fire- door assembly. 1. High-Pressure Decorative Laminate: Match color, pattern, and finish indicated by reference to manufacturers standard designations for these characteristics. 2. High-Pressure Decorative Laminate: Provide Architect's selections from manufacturer's full range of colors, patterns, and finishes of type used in fire-door assembly tested by UL. OVERHEAD COILING DOORS 08331 -5 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 E. Smoke Seals: Provide UL-listed and-tested smoke-seal perimeter gaskets. F. Weatherseals: Provide replaceable, adjustable, continuous, compressible weather-stripping gaskets fitted to bottom and at top of exterior doors, unless otherwise indicated. At door head, use 1/8-inch- (3-mm-) thick, replaceable, continuous sheet secured to inside of curtain coil hood. 1. Provide motor-operated doors with combination bottom weatherseal and sensor edge. 2. In addition, provide replaceable, adjustable, continuous, flexible, 1/8-inch- (3-mm-) thick seals of flexible vinyl, rubber, or neoprene at door jambs for a weathertight installation. G. Windows: Provide windows of 1/4-inch (6-mm) clear, transparent acrylic sheet, of size and in arrangement shown. Set glazing in vinyl, rubber or neoprene glazing channel secured to curtain slats. H. Push/Pull Handles: For push-up-operated or emergency-operated doors, provide galvanized steel lifting handles on each side of door. 1. Provide pull-down straps or pole hooks for doors more than 84 inches (2130 mm) high. I. Slide Bolt: Fabricate with side locking bolts to engage through slots in tracks for locking by padlock, located on both left and right jamb sides, operable from coil side. J. Fabricate locking device assembly with lock, spring-loaded dead bolt, operating handle, cam plate, and adjustable locking bar to engage through slots in tracks. 1. Locking Bars: Single-jamb side, operable from inside only. 2. Locking Bars: Single-jamb side, operable from outside only. 3. Locking Bars: Single-jamb side, operable from inside and outside. 4. Locking Bars: Full-disc Cremone type, both jamb sides, operable from inside and outside. 5. Lock cylinder is specified in another Division 8 Section. K. Chain Lock Keeper: Suitable for padlock. L. Where door unit is power operated, provide safety interlock switch to disengage power supply when door is locked. M. Provide automatic-closing device inoperative during normal door operations, with governor unit complying with requirements of NFPA 80, with easily tested and reset release mechanism, and designed to be activated by the following: 1. Governor: Oscillating type. 2. Governor: Viscous-speed type. 3. Temperature rise and melting point of 165 deg F (74 deg C) replaceable fusible links, interconnected and on both sides of wall of door opening. 4. Manufacturer's standard UL-labeled smoke detector and door-holder-release devices. 5. Manufacturer's standard UL-labeled heat detector and door-holder-release devices. 6. Building fire alarm and detection system and door-holder-release devices. 2.4 COUNTERBALANCING MECHANISM OVERHEAD COILING DOORS 08331 -6 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. General: Counterbalance doors by means of adjustable-tension steel helical torsion spring, mounted around a steel shaft and contained in a spring barrel connected to door curtain with required barrel rings. Use grease-sealed bearings or self-lubricating graphite bearings for rotating members. B. Counterbalance Barrel: Fabricate spring barrel of hot-formed, structural-quality, welded or seamless carbon-steel pipe, of sufficient diameter and wall thickness to support rolled-up curtain without distortion of slats and to limit barrel deflection to not more than 0.03 in./ft. (2.5 mm/m)of span under full load. C. Provide spring balance of one or more oil-tempered, heat-treated steel helical torsion springs. Size springs to counterbalance weight of curtain, with uniform adjustment accessible from outside barrel. Provide cast-steel barrel plugs to secure ends of springs to barrel and shaft. D. Fabricate torsion rod for counterbalance shaft of cold-rolled steel, sized to hold fixed spring ends and carry torsional load. E. Brackets: Provide mounting brackets of manufacturer's standard design, either cast-iron or cold-rolled steel plate with bell-mouth guide groove for curtain. 2.5 FINISHES, GENERAL A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. 2.6 ALUMINUM FINISHES A. Finish designations prefixed by AA conform to the system established by the Aluminum Association for designating aluminum finishes. B. Manufacturer's standard mill finish. C. Class ll, Clear Anodic Finish: AA-M12C22A31 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class ll, clear coating 0.010 mm or thicker)complying with AAMA 607.1. D. Powder-Coat-Applied Finish: Apply manufacturer's standard powder-coat-applied finish consisting of primer and topcoat(s) according to coating manufacturer's written instructions for cleaning, pretreatment, application,thermosetting, and minimum dry film thickness. 1. Color and Gloss: As indicated by manufacturer's color and gloss designations. 2. Color and Gloss: Match Architect's sample. 3. Color and Gloss: As selected by Architect from manufacturer's full range of colors and glosses. OVERHEAD COILING DOORS 08331 -7 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 2.7 STEEL AND GALVANIZED STEEL FINISHES A. Factory Primer for Field Finish: Apply manufacturers standard primer, compatible with field- applied finish according to coating manufacturer's written instructions for cleaning, pretreatment, application, and minimum dry film thickness. 1. Apply to ferrous surfaces except zinc-coated metal. B. Thermoset Finish: Apply manufacturer's standard baked finish consisting of primer and thermosetting topcoat according to coating manufacturer's written instructions for cleaning, pretreatment, application, thermosetting, and minimum dry film thickness. C. Powder-Coat-Applied Finish: Apply manufacturer's standard powder-coat-applied finish consisting of primer and topcoat(s) according to coating manufacturer's written instructions for cleaning, pretreatment, application, thermosetting, and minimum dry film thickness. 1. Color and Gloss: As indicated by manufacturer's color and gloss designations. 2. Color and Gloss: Match Architect's sample. 3. Color and Gloss: As selected by Architect from manufacturer's full range of colors and glosses. 2.8 STAINLESS-STEEL FINISHES A. General: Remove or blend tool and die marks and stretch lines into finish. 1. Grind and polish surfaces to produce uniform, directional textured, polished finish indicated,free of cross scratches. Run grain with long dimension of each piece. B. Bright, Cold-Rolled, Unpolished Finish: No.2B finish. C. Bright, Directional Polish: No.4 finish. D. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean. 2.9 MANUAL DOOR OPERATORS A. Provide manual operators, unless electric door operators are indicated. When not shown, provide chain-hoist operator unit. B. Push-up Operation: Design counterbalance mechanism so required lift or pull for door operation does not exceed 25 Ibf(111 N). C. Chain-Hoist Operator: Provide manual chain-hoist operator consisting of endless steel hand chain, chain pocket wheel and guard, and gear-reduction unit with a maximum 35-Ibf (155-N) effort for door operation. Provide alloy steel hand chain with chain holder secured to operator guide. D. Crank-Hoist Operator: Provide crank-hoist operator consisting of crank and crank gearbox, steel crank drive shaft, and gear-reduction unit. Size gears to require no more than 35-Ibf(155- N) effort to turn crank. Fabricate gearbox to completely enclose operating mechanism and be oil tight. Provide manufacturers standard crank-locking device_ OVERHEAD COILING DOORS 08331 -8 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 1. Provide manufacturer's standard removable operating arm for each crank-gear unit. 2.10 ELECTRIC DOOR OPERATORS A. General: Provide electric door operator assembly of size and capacity recommended and provided by door manufacturer for door and operational life specified, with electric motor and factory-prewired motor controls, starter, gear-reduction unit, solenoid-operated brake, clutch, remote-control stations, control devices, integral gearing for locking door, and accessories required for proper operation. B. Comply with NFPA 70. C. Disconnect Device: Provide hand-operated disconnect or mechanism for automatically engaging sprocket-chain operator and releasing brake for emergency manual operation while disconnecting motor, without affecting timing of limit switch. Mount disconnect and operator so they are accessible from floor level. Include interlock device to automatically prevent motor from operating when emergency operator is engaged. D. Design operator so motor may be removed without disturbing limit-switch adjustment and without affecting emergency auxiliary operator. E. Provide control equipment complying with NEMA ICS 1, NEMA ICS 2, and NEMA ICS 6, with NFPA 70 Class 2 control circuit, maximum 24-V, ac or dc. F. Door-Operator Type: Provide wall-, hood-, or bracket-mounted,jackshaft, gear-head-type door operator unit consisting of electric motor, enclosed worm-gear running-in-oil primary drive, chain and sprocket secondary drive, and quick disconnect-release for manual operation. G. Door-Operator Type: Provide wall-, hood-, or bracket-mounted,jackshaft, gear-head hoist-type door operator unit consisting of electric motor, enclosed worm-gear running-in-oil primary drive, chain and sprocket secondary drive, and auxiliary chain-hoist and floor level disconnect. H. Electric Motors: Provide high-starting torque, reversible, continuous-duty, Class A insulated, electric motors, complying with NEMA MG 1,with overload protection, sized to start, accelerate, and operate door in either direction, from any position, at not less than 2/3 fps (0.2 m/s) or more than 1 fps (0.3 m/s),without exceeding nameplate ratings or considering service factor. 1. Type: Polyphase, medium-induction type. 2. Service Factor: According to NEMA MG 1, unless otherwise indicated. 3. Coordinate wiring requirements and electric characteristics of motors with building electrical system. 4. Provide open dripproof-type motor, and controller with NEMA ICS 6, Type 1 enclosure. 5. Provide totally enclosed, nonventilated or fan-cooled motors, fitted with plugged drain, and controller with NEMA ICS 6, Type 4 enclosure where indicated. I. Remote-Control Station: Provide momentary-contact, 3-button control station with push-button controls labeled "Open," "Close,"and "Stop" 1. Provide interior units, full-guarded, surface-mounted, heavy-duty type, with general- purpose NEMA ICS 6,Type 1 enclosure. 2. Provide exterior units, full-guarded, standard-duty, surface-mounted, weatherproof type, NEMA ICS 6,Type 4 enclosure, key operated. OVERHEAD COILING DOORS 08331 -9 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 J. Obstruction Detection Device: Provide each motorized door with indicated external automatic safety sensor able to protect full width of door opening. Activation of sensor immediately stops and reverses downward door travel. 1. Photoelectric Sensor: Manufacturers standard system designed to detect an obstruction in door opening without contact between door and obstruction. a. Self-Monitoring Type: Provide self-monitoring sensor designed to interface with door operator control circuit to detect damage to or disconnection of sensing device. When self-monitoring feature is activated, door operates to close only with constant pressure on close button. 2. Sensor Edge: Provide each motorized door with an automatic safety sensor edge, located within astragal or weather stripping mounted to bottom bar. Contact with sensor immediately stops and reverses downward door travel. Connect to control circuit using manufacturer's standard take-up reel or self-coiling cable. a. Provide pneumatically actuated automatic bottom bar. b. Provide electrically actuated automatic bottom bar. 1) Self-Monitoring Type: Provide self-monitoring,4-wire configured device. K. Limit Switches: Provide adjustable switches, interlocked with motor controls and set to automatically stop door at fully opened and fully closed positions. L. Provide electric operators with ADA-compliant audible alarm and visual indicator lights. M. Radio Control: Provide radio control system consisting of the following: 1. 3-channel universal coaxial receiver to open, close, and stop door, 1 per operator. 2. Multifunction remote control. 3. Remote antenna mounting kit. PART 3- EXECUTION 3.1 INSTALLATION A. General: Install door and operating equipment complete with necessary hardware, jamb and head mold strips, anchors, inserts, hangers, and equipment supports according to Shop Drawings, manufacturer's written instructions, and as specified. 1. Install fire-rated doors to comply with NFPA 80. 32 ADJUSTING A. Lubricate bearings and sliding parts; adjust doors to operate easily, free from warp, twist, or distortion and fitting weathertight for entire perimeter. 3.3 DEMONSTRATION OVERHEAD COILING DOORS 08331 - 10 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Startup Services: Engage a factory-authorized service representative to perform startup services and to train Owner's maintenance personnel as specified below: 1. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. a. Test door closing when activated by detector or alarm connected fire-release system. Reset door-closing mechanism after successful test. 2. Train Owners maintenance personnel on procedures and schedules related to startup and shutdown, troubleshooting, servicing, preventive maintenance, and procedures for testing and resetting release devices. 3. Review data in the maintenance manuals. Refer to Division 1 Section "Contract Closeout." 4. Review data in the maintenance manuals. Refer to Division 1 Section "Operation and Maintenance Data." 5. Schedule training with Owner with at least 7 days'advance notice. END OF SECTION 08331 OVERHEAD COILING DOORS 08331 - 11 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 SECTION 08710 FINISH HARDWARE Part 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Door Hardware B. Specific Omissions: Hardware for the following is specified or indicated elsewhere. 1. Windows. 2. Cabinets, including open wall shelving and locks. 3. Signs, except where scheduled. 4. Toilet accessories, including grab bars. 5. Installation. 6. Rough hardware. 1.2 REFERENCES: A. Use date of standard in effect as of Bid date. B. American National Standards Institute—ANSI 156.18—Materials and Finishes. C. ANSI Al17.1 —Specifications for making buildings and facilities usable by physically handicapped people, D. ADA—Americans with Disabilities Act of 1990 E. BHMA—Builders Hardware Manufacturers Association F. DHI—Door and Hardware Institute G. NFPA—National Fire Protection Association 1. NFPA 80—Fire Doors and Windows 2. NFPA 101 —Life Safety Code 3. NFPA 105—Smoke and Draft Control Door Assemblies 4. NFPA 252—Fire Tests of Door Assemblies H. UL—Underwriters Laboratories 1. UL10C—Fire Tests of Door Assemblies (Positive Pressure) 2. UL 305—Panic Hardware I. WHI—Warnock Hersey Incorporated J. State of California Building Code K. Local Applicable Codes L. SDI—Steel Door Institute M. WDI—Wood Door Institute N. AWI—Architectural Woodwork Institute O. NAAM—National Association of Architectural Metal Manufacturers 1.3 SUBMITTALS &SUBSTITUTIONS FINISH HARDWARE 08710-1 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. SUBMITTALS: Submit six copies of schedule per Division 1. Organize vertically formatted schedule into"Hardware Sets"with index of doors and headings, indicating complete designations of every item required for each door or opening. Include following information: 1. Type, style, function, size, quantity and finish of hardware items. Use BHMA Finish codes per ANSI Al56.18. 2. Name, part number and manufacturer of each item. 3. Fastenings and other pertinent information. 4. Location of hardware set coordinated with floor plans and door schedule. 5. Explanation of abbreviations, symbols, and codes contained in schedule. 6. Mounting locations for hardware. 7. Door and frame sizes, materials and degrees of swing. 8. List of manufacturers used and their nearest representative with address and phone number. 9. Catalog cuts. 10. Manufacturer's technical data and installation instructions for electronic hardware. 11. Date of jobsite visit. B. Bid and submit manufacturer's updated/improved item if scheduled item is discontinued. C. Make substitution requests in accordance with Division 1. Include product data and indicate benefit to the Project. Furnish operating samples on request. D. Furnish as-built/as-installed schedule with closeout documents, including keying schedule,wiring/riser diagrams, manufacturers' installation, adjustment and maintenance information, and supplier's final inspection report. 1.4 QUALITY ASSURANCE: A. Qualifications: 1. Hardware supplier: direct factory contract supplier who employs a certified architectural hardware consultant(AHC), available at reasonable times during course Work for project hardware consultation to Owner,Architect and Contractor. (1) Responsible for detailing, scheduling and ordering of finish hardware. B. Hardware: New, free of defects, blemishes and excessive play. Obtain each kind of hardware (latch and locksets, exit devices, hinges and closers)from one manufacturer. C. Exit Doors: Operable from inside with single motion without the use of a key or special knowledge or effort. D. Fire-Rated Openings: In compliance with NFPA 80. Hardware UL10C/UBC-7-2 (positive pressure) compliant for given type/size opening and degree of label. Provide proper latching hardware, non-flaming door closers, approved-bearing hinges, plus resilient and required intumescent seals. Furnish openings complete. FINISH HARDWARE 08710-2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 1. Note: scheduled seals may exceed selected door manufacturer's requirements. See 2.6.E for clarification. E. Pre-Installation Meetings: Initiate and conduct with supplier, installer and related trades, coordinate materials and techniques, and sequence complex hardware items and systems installation. Convene at least one week prior to commencement of related work. 1.5 DELIVERY, STORAGE AND HANDLING: A_ Delivery: coordinate delivery to appropriate locations (shop or field). 1. Permanent keys and cores: secured delivery direct to Owner's representative. B. Acceptance at Site: Items individually packaged in manufacturers' original containers, complete with proper fasteners and related pieces. Clearly mark packages to indicate contents, locations in hardware schedule and door numbers. C. Storage: Provide locked storage area for hardware, protect from moisture, sunlight, paint, chemicals, etc... 1.6 PROJECT CONDITIONS: A. Where exact types of hardware specified are not adaptable to finished shape or size of members requiring hardware, provide suitable types having as nearly as practical as the same operation and quality as type specified, subject to Architect's approval. B. Prior to submittal, carefully inspect existing conditions to verify finish hardware required to complete Work, including sized, quantities, and sill conditions material. If conflict between the scheduled material and existing conditions, submit request for directions from Architect. Include date of jobsite visit in the submittal. 1.7 SEQUENCING AND COORDINATION: A. Coordinate with concrete. B. Reinforce walls. C. Coordinate finish floor materials and floor-mounted hardware. D. Conduit and raceways as needed for electrical, electronic and electro-pneumatic hardware items. Fire/life-safety system interfacing. Point-to-point wiring diagrams plus riser diagrams to related trades. E. Furnish manufacturer templates to door and frame fabricators. F. Use hardware consultant to check Shop Drawings for doors and entrances to confirm that adequate provisions will be made for proper hardware installation. 1. Confirm that door manufacturers furnish necessary UBC-7-2 compliant seal packages. FINISH HARDWARE 08710-3 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 1.8 WARRANTY: A. Part of respective manufacturers' regular terms of sale. Provide manufacturers' warranties: 1. Closers: Ten years mechanical, 1 2. Exit Devices: Three years. 3. Hinges: Life of Building. 4. Other Hardware: Two years. 1.9 COMMISSIONING: A. Test door hardware operation with climate control system and stairwell pressurization system both at rest and while in full operation. B. Test electrical, electronic and electro-pneumatic hardware systems for satisfactory operation. C. Test hardware interfaced with fire/life-safety system for proper operation and release. 1.10 MAINTENANCE: I A Extra Materials: Provide 5% or a minimum of one, whichever is greater, additional hardware items: locksets, exit devices, closers and electronic hardware. See schedule under"Miscellaneous Material". PART2- PRODUCTS 2.1 MANUFACTURERS: A. Listed acceptable alternate manufacturers: submit for review products with equivalent function and features of scheduled products. ITEM: MANUFACTURER: Hinges (HAG) Hager Key System (SCH) Schlage Locks (SCH) Schlage Exit Devices (VON)Von Duprin Closers (LCN)LCN Auto Flush Bolts (IVE) Ives Coordinators (IVE) Ives Silencers (IVE) Ives Kickplates (IVE)Ives Stops& Holders-exterior (IVEO Ives Stops& Holders—interior (iVE)Ives FINISH HARDWARE 08710-4 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 Overhead Stops (GLY)Glynn-Johnson Thresholds (PEM) Pemko Seals & Bottoms (PEM) Pemko Signs (HAG) Hager B. Provide hardware items required to complete the work in accordance with these specifications and manufacturers' instructions. 1. Include items inadvertently omitted from this specification. Note these items in submittal for review. 2. Where scheduled item is now obsolete, bid and furnish manufacturers updated item at no additional cost to the project. 2.2 HANGING MEANS: A. Conventional Hinges: Hinge open widths minimum, but, of sufficient throw to permit maximum door swing. Steel or stainless steel pins and concealed bearings. 1. Three hinges per leaf to 7 foot, 6 inch height. Add one for each additional 30 inches in height, or any fraction thereof. 2. Extra heavy weight hinges on doors over 3 foot, 5 inches in width. 3. Outswinging exterior doors: non-ferrous with non-removable (NRP)pins. 4. Non-ferrous material exteriors and at doors subject to corrosive atmospheric conditions. 5. Provide shims and shimming instructions for proper door adjustment. 2.3 LOCKSETS, LATCHSETS, DEADBOLTS: A. Mortise Locksets and Latchsets: as scheduled. 1. Chassis: cold-rolled steel, handing field-changeable without disassembly. 2. Latchbolts:'/,inch throw stainless steel anti-friction type. 3. Lever Trim:through-bolted, accessible design, cast lever or solid extruded bar type levers as scheduled. Filled hollow tube design unacceptable. a. Spindles: security design independent break-away. Breakage of outside lever does not allow access to inside lever's hubworks to gain wrongful entry. 4. Thumbturns: accessible design not requiring pinching or twisting motions to operate. 5. Deadbolts: stainless steel 1-inch throw. 6. Electric operation: Manufacturer-installed continuous duty solenoid. 7. Strikes: 16 gage curved steel,bronze or brass with 1 inch deep box construction, lips of sufficient length to clear trim and protect clothing. 8. Scheduled Lock Series and Design: Schlage L9000 series, 17 9. A design 10. Certifications: a. ANSI Al56.13, 1994, Grade 1 Operational, Grade 1 Security- b. ANSUASTM F476-84 Grade 31 UL Listed.: FINISH HARDWARE 08710-5 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 B. Extra Heavy Duty Cylindrical Locks and Latches: as scheduled. 1. Chassis: cylindrical design, corrosion-resistant plated cold-rolled steel,through- bolted. 2. Locking Spindle: stainless steel, interlocking design. 3. Latch Retractors: forged steel. Balance of inner parts: corrosion-resistant plated steel, or stainless steel. 4. Lever Trim: accessible design, independent operation, spring-cage supported, minimum 2"clearance from lever mid-point to door face. 5. Electric operation: Manufacturer-installed continuous duty solenoid. 6. Strikes: 16 gage curved steel, bronze or brass with 1"deep box construction, lips of sufficient length to clear trim and protect clothing. 7. Lock Series and Design: Schlage D series Sparta design.. 8. Certifications: a. ANSI Al56.2, 1994, Series 4000, Grade 1. b. UL listed for A label and lesser class single doors up to 4ft x 8ft. 2.4 EXIT DEVICES/PANIC HARDWARE A. General features: 1. Independent lab-tested 1,000,000 cycles. 2. Push-through touch pad design. No exposed touch bar fasteners, no exposed cavities when operated. Return stroke fluid dampeners and rubber bottoming dampeners, plus anti-rattle devices. 3. '14"throw deadlocking iatchbolts. 4. No exposed screws to show through glass doors. 5. Non-handed basic device design with center case interchangeable with all functions, no extra parts required to effect change of function. 6. Releasable with 32 lb. maximum pressure under 250 lb. load to the door. B. Specific features: 1. Non-Fire Rated Devices: cylinder dogging. 2. Lever Trim: Breakaway type,forged brass or bronze escutcheon min .130" thickness, match lockset lever design. 3. Rod and latch guards with surface vertical rod devices. 4. Fire-Labeled Devices: UL label indicating"Fire Exit Hardware".Vertical rod devices less bottom rod (LBR)unless otherwise scheduled. 5. Electrically Operated Devices: Single manufacturer source for electric latch retraction devices, electrically controlled trim, power transfers, power supplies, monitoring switches and controls. 2.5 CLOSERS 4011 /4111 A. General: One manufacturer for closer units throughout the Work, including surface closers, high security closers, overhead concealed closers, floor closers, low-energy door operators and electromagnetic hold-open closers. FINISH HARDWARE 08710-6 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 B. Surface Closers: Full rack-and-pinion type cylinder with removable non-ferrous cover and cast iron body. Double heat-treated pinion shaft, single piece forged piston, chrome- silicon steel spring. 1. ISO 2000 certified. Units stamped with date-of-manufacture code. 2. Independent lab-tested 10,000,000 cycles. 3. Thru-bolts and wood doors unless doors are provided with closer blocking. Non- sized and adjustable. Place closers inside building, stairs and rooms. 4. Plates, brackets and special templating when needed for interface with particular header, door and wall conditions and neighboring hardware. 5. Opening pressure: Exterior doors 8.5 lb., interior doors 5 lb., labeled fire doors 15 lb. 6. Separate adjusting valves for closing speed, latching speed and backcheck, fourth valve for delayed action where scheduled. 7. Extra-duty arms (EDA)at exterior doors scheduled with parallel arm units. 8. Exterior door closers: tested to 100 hours of ASTM B117 salt spray test, furnish data on request. 9. Exterior doors do not require seasonal adjustments in temperatures from 120 degrees F to—30 degrees F, furnish data on request. 10. Non-flaming fluid will not fuel door or floor covering fires.. 2.6 OTHER HARDWARE A. Automatic Flush Bolts: Low operating force design, "LBR"type. B. Overhead Stops: Stainless steel (300 series). Non-plastic mechanisms and finished metal end caps. Field-changeable hold-open,friction and stop-only functions. C. Kick Plates: Four beveled edges, .050 inches minimum thickness, height and width as scheduled. Sheet-metal screws of bronze or stainless steel to match other hardware. D. Door Stops: Provide stops to protect walls, casework or other hardware. 1. Unless otherwise noted in Hardware Sets, provide wall type with appropriate fasteners. Where wall type cannot be used, provide floor type. If neither can be used, provide overhead type.. E. Seals: Finished to match adjacent frame color. Resilient seal material: solid high-grade neoprene. UL label applied to seals on rated doors. Substitute products: certify that the products equal or exceed specified material's thickness and durability. Proposed substitutions: submit for approval. 1. Solid neoprene: MIL Spec. R6855-CL III, Grade 40. 2. Non-corroding fasteners at in-swinging exterior doors. 3. Sound control openings: Use components tested as a system using nationally accepted standards by independent laboratories. Ensure that the door leafs have the necessary sealed-in-place STC ratings. Adhesive mounted components not acceptable. Fasten applies seals over bead of sealant. 4. Fire-rated Doors, Resilient Seals: UL10C/UBC-7-2 compliant_ Coordinate with selected door manufacturers and selected frame manufacturer's requirements_ Where rigid housed resilient seals are scheduled in this section and the selected door manufacturer only requires an adhesive mounted resilient seal, furnish rigid FINISH HARDWARE 08710-7 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 housed seal at minimum, or both the rigid housed seal and the adhesive applied seal if necessary to fulfill door manufacturer's requirement. Adhesive applied seal alone is deemed insufficient for this project where rigid housed seals are scheduled. 5. Fire-rated Doors, Intumescent Seals: Furnish fire-labeled opening assembly complete and in full compliance with UL10C/UBC-7-2. Furnished by selected door manufacturer, these seals vary in requirement by door type and door manufacture. Adhesive applied intumescent strips are not acceptable, use concealed-in-door-edge type or kerfed-in-frame type. Careful coordination required. F. Automatic door bottoms: low operating force units. Doors with automatic door bottoms plus head and jamb seals cannot require more than two pounds operating force to open when closer is disconnected. G. Thresholds:As scheduled and per details. Substitute products: certify that the products equal or exceed specified material's thickness. Proposed substitutions: submit for approval. 1. Exteriors: Set in full bed of butyl-rubber or polyisobutylene mastic sealant complying with requirements in Division 7"Thermal and Moisture Protection". Non-ferrous 114 inch fasteners and lead expansion shield anchors, or Red-Head #SFS-1420 (or approved equivalent) Flat Head Sleeve Anchors (SS/FHSL). 2. Sound control openings: Set in bed of mastic sealant. H. Fasteners: Generally, exposed screws to be Phillips or Robertson drive. Pinned TORX drive at high security areas. Flat head sleeve anchors (FHSL) may be slotted drive. Sheet metal and wood screws:full-thread. Sleeve nuts: full length to prevent door compression. I. Silencers: Interior hollow metal frames, 3 for single doors, 4 for pairs of doors. Omit where adhesive mounted seal occurs. Leave no unfilled/uncovered pre-punched silencer holes. J. Key Control Software: Same manufacturer as key cylinders, supply to Owner. 2.7 FINISH: A. Generally BHMA 626 Satin Chromium and 605 Polished Brass. 1. Areas using BHMA 626 to have push-plates, pulls and protection plates of BHMA 630, Satin Stainless Steel, unless otherwise noted. B. Door closers:factory powder coated to match other hardware, unless otherwise noted. 1. Provide satin-chrome plated arms, tracks and covers where scheduled bright metallic powder coat(789—MTLPC)not available. C. Aluminum items: match predominant adjacent material. Seals to coordinate with frame color. FINISH HARDWARE 08710-8 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 2.8 KEYING REQUIREMENTS: A. Key System: Schlage Everest Patented keyway, non-interchangeable core typically with interchangeable core type operating cylinders for Panic hardware Key blanks available only from factory-direct sources, not available from after-market key blank manufacturers. For estimate use factory GMK charge. Initiate and conduct meeting(s)with Owner to determine system keyway(s)and structure,fumish Owner's written approval of the system. 1. Existing factory registered master key system. 2. Non-I.C.construction keying: inserted type partial key. At substantial completion, remove inserts in Owner's presence; demonstrate consequent non-operability of construction key. Give all removed inserts and all constructruction keys to Owner. 3. Furnish 10 construction keys. 4. Furnish 2 construction control keys. 5. Furnish 1 extractor tool 35-057. 6. Recombinate entire project at no extra expense to Owner if missing construction keys. B. Key Cylinders: utility patented, 6-pin solid brass construction. C. Locks and cylinders: keyed at factory of lock manufacturer where permanent records are maintained. Locks and cylinders same manufacturer. D. Permanent keys: secured shipment direct from point of origination to Owner. E. Bitting List: Secured shipment direct from point of origination to Owner upon completion.. PART 3- EXECUTION 3.1 ACCEPTABLE INSTALLERS: A. Factory trained, certified, and carries a factory-issued card certifying that person as a "Certified Installer". Alternative: can demonstrate suitably equivalent competence and experience. 3.2 PREPARATION: A. Ensure that walls and frames are square and plumb before hardware installation. B. Locate hardware per SDI-100 and applicable building, fire, life-safety, accessibility, and security codes. 1. Notify Architect of any code conflicts before ordering material. 2. Where new hardware is to be installed near existing doors/hardware scheduled to remain, match locations of existing hardware. C. Existing frames and doors scheduled to receive new hardware: carefully remove existing hardware, tag and bag, and turn over to Owner. FINISH HARDWARE 08710-9 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 1. Patch and fill wood frames and doors with solid wood stock or dowel material before cutting for new hardware. Do not reuse existing screw holes--fill and re- pilot- 2. Metal doors/frames:Weld or fasten with screws: filler pieces in existing hardware cut-outs and mortises not scheduled for re-use by new hardware. Leave surfaces smooth-- no applied patches. 3.3 INSTALLATION A. Install hardware per manufacturer's instructions and recommendations. Do not install surface-mounted items until finishes have been completed on substrate. Set units level, plumb and true to line and location. Adjust and reinforce attachment substrate for proper installation and operation. 1. Gaskets: install jamb-applied gaskets before closers, overhead stops, rim strikes, etc. Install sweeps across bottoms of doors before astragals, cope sweeps around bottom pivots, trim astragals to tops of sweeps. 2. When hardware is to be attached to existing metal surface and insufficient reinforcement exists, use RivNuts, NutSerts or similar anchoring device for screws. B. Locate floor stops not more than 4 inches from the wall. C. Drill pilot holes for fasteners in wood doors and/or frames. D. Lubricate and adjust existing hardware scheduled to remain. Carefully remove and give to Owner items not scheduled for reuse. 3.4 ADJUSTING A. Adjust and check for proper operation and function. Replace units,which cannot be adjusted to operate freely and smoothly. 1. Hardware damaged by improper installation or adjustment methods to be repaired or replaced to Owner's satisfaction- B. Inspection: Use hardware supplier. Include suppliers with closeout documents. C. Follow-up inspection: Installer to provide letter of agreement to Owner that approximately 6 months after substantial completion, installer will visit Project with representatives of the manufacturers of the locking devices and door closers to accomplish following: 1. Re-adjust hardware. 2. Evaluate maintenance procedures and recommend changes or additions, and instruct Owner's personnel_ 3. Identify items that have deteriorated or failed. 4. Submit written report identifying problems and likely future problems- 3-5 DEMONSTRATION: FINISH HARDWARE 08710-10 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Demonstrate electrical, electronic and pneumatic hardware systems, including adjustment and maintenance procedures. 3.6 PROTECTION/CLEANING: A. Cover installed hardware, protect from paint, cleaning agents, weathering, carts/barrows, etc. Remove covering materials and clean hardware just prior to substantial completion. B. Clean adjacent wall, frame and door surfaces soiled from installation/reinstallation process_ 3.7 SCHEDULE OF FINISH HARDWARE A. See door schedule in drawings for hardware set assignments. HW SET: 001 6 EA SWING CLEAR HINGE AB7002 4.5 652 HAG 1 SET AUTO FLUSH BOLT FB31P 626 IVE 1 EA STOREROOM LOCK D80PD SPA 626 SCH 2 EA ARMOR PLATE 8400 40 X 2"LDW 630 IVE 2 EA SURFACE CLOSER 4011 X ST-1544 689 LCN 2 EA OVERHEAD HOLDER 100H-ADJ 630 GLY 2 EA EDGE GUARD 182P 630 HAG 2 EA SILENCER SR64 GRY IVE HW SET: 002 ALL HARDWARE BY DOOR MANUFACTURER B/O HW SET: 003 3 EA HINGE AB800 4.5 X 4 NRP 630 HAG 1 EA VANDAL RESIST. LOCK D96PD SPA 626 SCH 1 EA SURFACE CLOSER 4111 EDA 689 LCN 1 EA KICK PLATE 8400 10 X 1 LDW 630 IVE 1 EA FLOOR STOP FS18S BILK IVE 1 SET PERIMETER SEAL 303AS HEAD &JAMBS AL PEM 1 EA THRESHOLD 270A MS&A AL PEM FINISH HARDWARE 08710-11 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 HW SET: 004 3 EA HINGE AB700 4.5 X 4 652 HAG 1 EA OFFICE LOCK D50PD SPA 626 SCH 1 EA WALL BUMPER WS406CVX 630 IVE 3 EA SILENCER SR64 GRY IVE HW SET: 005 6 EA SWING CLEAR HINGE AB7002 4.5 652 HAG 1 SET AUTO FLUSH BOLT FB31P 626 IVE 1 EA VANDAL RESIST LOCK D94PD SPA 626 SCH 2 EA ARMOR PLATE 8400 40 X 2"LDW 630 IVE 1 EA COORDINATOR COR X FL 628 IVE 2 EA SURFACE CLOSER 4011 X ST-1544 689 LCN 2 EA OVERHEAD HOLDER 100H-ADJ 630 GLY 2 EA EDGE GUARD 182P 630 HAG 1 SET PERIMETER SEAL 303AS HEAD & JAMBS AL PEM 1 EA THRESHOLD 270A MS&A AL PEM HW SET: 006 3 EA HINGE AB700 4.5 X 4 652 HAG 1 EA PRIVACY LOCK D40S SPA 626 SCH 1 EA SURFACE CLOSER 4111 EDA 689 LCN 1 EA WALL BUMPER WS406CVX 630 IVE 3 EA SILENCER SR64 GRY IVE 1 EA SIGN 370M/W"MEN'OR"WOMEN'AS REQUIRED BLU HAG HW SET: 007 3 EA HINGE AB700 4.5 X 4 652 HAG 1 EA PASSAGE D10S SPA 626 SCH 1 EA WALL BUMPER WS406CVX 630 IVE 3 EA SILENCER SR64 GRY IVE HW SET: 008 FINISH HARDWARE 08710-12 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10130/02 8 EA HINGE AB750 4.5 X 4 632 HAG 1 SET AUTO FLUSH BOLT FB32 605 IVE 1 EA CLASSROOM LOCK L9070P 17A 605 SCH 2 EA KICKPLATE 8400 10 X 2"LDW 605 IVE 1 EA COORDINATOR COR X FL 628 IVE 1 EA ASTRAGAL S77B BRN PEM 2 EA SURFACE CLOSER 4111 EDA 696 LCN 2 EA DOME STOP FS436 605 IVE 1 SET SEAL S88 HEAD &JAMBS BRN PEM HW SET: 009 8 EA HINGE AB750 4.5 X 4 632 HAG 1 SET CONST LATCHING BOLT FB51P 605 IVE 1 EA STOREROOM LOCK L9080P 17A 605 SCH 2 EA KICKPLATE 8400 10 X 2"LDW 605 IVE 2 EA OVERHEAD HOLDER 450H 605 GLY 2 EA SILENCER SR64 GRY IVE HW SET: 010 3 EA HINGE AB750 4.5 X 4 632 HAG 1 EA CLASSROOM LOCK L9070P 17A 605 SCH 1 EA KICKPLATE 8400 10 X 2"LDW 605 IVE 1 EA SURFACE CLOSER 4011 696 LCN 1 EA WALL BUMPER WS406CVX 605 IVE 1 SET SEAL S88 HEAD &JAMBS BRN PEM HW SET: 011 3 EA HINGE AB750 4.5 X 4 632 HAG 1 EA STOREROOM LOCK D80PD SPA 626 SCH 1 EA SURFACE CLOSER 4111 CUSH 696 LCN 1 SET SEAL S88 HEAD&JAMBS BRN PEM HW SET: 012 8 EA HINGE AB750 4.5 X 4 632 HAG 1 EA CLASSROOM LOCK L9070P 17A 605 SCH FINISH HARDWARE 08710-13 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 2 EA KICKPLATE 8400 10 X 2"LDW 605 IVE 1 EA COORDINATOR COR X FL 628 IVE 1 EA ASTRAGAL S77B BRN PEM 2 EA SURFACE CLOSER 4111 CUSH 696 LCN 1 SET SEAL S88 HEAD &JAMBS BRN PEM HW SET: 013 6 EA HINGE AB750 4.5 X 4 632 HAG 2 EA ELEC. HINGE AB750 4.5 X 4 ETW 632 HAG 1 EA ELEC FIRE EXIT DEVIC EL9847EO-F LBR 605 VON 1 EA ELEC FIRE EXIIT DEVI EL9847L-F X17 LBR 605 VON 1 EA IC RIM CYLINDER 20-057 605 SCH 2 EA KICKPLATE 8400 10 X 2"LDW 605 IVE 1 EA ASTRAGAL S77B BRN PEM 2 EA SURFACE CLOSER 4111 EDA 696 LCN 2 EA MAG DOOR HOLDER SEM7830-24VDC 605 LCN 1 SET SEAL S88 HEAD &JAMBS BRN PEM END OF SECTION FINISH HARDWARE 08710-14 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 SECTION 09512 -ACOUSTICAL TILE CEILINGS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Ceilings consisting of acoustical tiles and suspension systems. 1.3 SUBMITTALS A. Product Data: For each type of product specified. B. Coordination Drawings: Reflected ceiling plans drawn to scale and coordinating penetrations and ceiling-mounted items. Show the following: 1. Ceiling suspension system members. 2. Method of attaching suspension system hangers to building structure. 3. Initial direct-access openings. 4. Ceiling-mounted items including light fixtures; air outlets and inlets; speakers; sprinklers; and special moldings at walls, column penetrations, and other junctures of acoustical ceilings with adjoining construction. C. Samples for Initial Selection: Manufacturer's color charts consisting of actual acoustical tiles or sections of acoustical tiles, suspension systems, and moldings showing the full range of colors, textures, and patterns available for each type of ceiling assembly indicated. D. Samples for Verification: 1. 12"X12"samples of each acoustical tile type, pattern, and color. 2. Set of 12-inch- (300-mm-) long samples of concealed suspension system members. 3. Set of 12-inch- (300-mm-) long samples of exposed moldings for each color and system type required. E. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. F. Product Test Reports: Indicate compliance of acoustical tile ceilings and components with requirements based on comprehensive testing of current products. ACOUSTICAL TILE CEILINGS 09512- 1 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 G. Research/Evaluation Reports: Evidence of acoustical tile ceiling's and components' compliance with building code in effect for Project,from a model code organization acceptable to authorities having jurisdiction. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer who has completed acoustical tile ceilings similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance. B. Source Limitations for Ceiling Units: Obtain each acoustical ceiling tile from one source with resources to provide products of consistent quality in appearance and physical properties without delaying the Work. C. Source Limitations for Suspension System: Obtain each suspension system from one source with resources to provide products of consistent quality in appearance and physical properties without delaying the Work. 1. Obtain both acoustical ceiling tiles and suspension system from the same manufacturer. D. Fire-Test-Response Characteristics: Provide acoustical tile ceilings that comply with the following requirements: 1. Fire-response tests were performed by UL, ITS/Warnock Hersey, or another independent testing and inspecting agency that is acceptable to authorities having jurisdiction and that performs testing and follow-up services. 2. Surface-burning characteristics of acoustical tiles comply with ASTM E 1264 for Class A materials as determined by testing identical products per ASTM E 84. 3. Fire-resistance-rated assemblies, which are indicated by design designations from UL's "Fire Resistance Directory,"from ITS/VVarnock Hersey's "Directory of Listed Products,"or from listings of another testing and inspecting agency, are identical in materials and construction to those tested per ASTM E 119. 4. Products are identified with appropriate markings of applicable testing and inspecting agency. E. Preinstallation Conference: Conduct conference at Project site to comply with requirements of Division 1 Section "Project Meetings." 1.5 DELIVERY, STORAGE,AND HANDLING A. Deliver acoustical tiles and suspension system components to Project site in original, unopened packages and store them in a fully enclosed space where they will be protected against damage from moisture, direct sunlight, surface contamination, and other causes. B. Before installing acoustical tiles, permit them to reach room temperature and a stabilized moisture content. C. Handle acoustical tiles carefully to avoid chipping edges or damaging units in any way. 1.6 PROJECT CONDITIONS ACOUSTICAL TILE CEILINGS 09512-2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Environmental Limitations: Do not install acoustical tile ceilings until spaces are enclosed and weatherproof, wet-work in spaces is complete and dry, work above ceilings is complete, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. 1.7 COORDINATION A. Coordinate layout and installation of acoustical tiles and suspension system with other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, fire-suppression system, and partition assemblies. 1.8 EXTRA MATERIALS A. Not Required PART2- PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, those indicated for each designation in the Acoustical Tile Ceiling Schedule at the end of Part 3. B. Products: Subject to compliance with requirements, provide one of the products indicated for each designation in the Acoustical Tile Ceiling Schedule at the end of Part 3. 2.2 ACOUSTICAL TILES, GENERAL A. Acoustical Tile Standard: Provide manufacturer's standard tiles of configuration indicated that comply with ASTM E 1264 classifications as designated by types, patterns, acoustical ratings, and light reflectances, unless otherwise indicated. 1. Mounting Method for Measuring Noise Reduction Coefficient: Type E-400; plenum mounting in which face of test specimen is 15-3/4 inches (400 mm) away from test surface per ASTM E 795. 2. Acoustical tile in the Main Kitchen shall have a scubbable surface approved by the Riverside County Health Department for use in food prearation areas. B. Acoustical Tile Colors and Patterns: Match appearance characteristics indicated for each product type. 1. Where appearance characteristics of acoustical tiles are indicated by referencing ASTM E 1264 pattern designations and not manufacturers' proprietary product designations, provide products selected by Architect from each manufacturer's full range of products that comply with requirements indicated for type, pattern, color, light reflectance, acoustical performance, edge detail, and size. 2.3 METAL SUSPENSION SYSTEMS, GENERAL ACOUSTICAL TILE CEILINGS 09512-3 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Metal Suspension System Standard: Provide manufacturer's standard metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable ASTM C 635 requirements. B. Metal Suspension System Characteristics: Comply with requirements indicated in the Acoustical Panel Ceiling Schedule at the end of Part 3. C. Finishes and Colors, General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Provide manufacturers standard factory-applied finish for type of system indicated. 1. High-Humidity Finish: Comply with ASTM C 635 requirements for"Coating Classification for Severe Environment Performance"where high-humidity finishes are indicated. D. Attachment Devices: Size for five times design load indicated in ASTM C 635, Table 1, Direct Hung, unless otherwise indicated. 1. Postinstalled Powder-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hangers of type indicated, and with capability to sustain, without failure, a load equal to 10 times that imposed by ceiling construction, as determined by testing per ASTM E 1190, conducted by a qualified testing and inspecting agency. E. Wire Hangers, Braces, and Ties: Provide wires complying with the following requirements: 1. Zinc-Coated Carbon-Steel Wire: ASTM A 641/A 641 M, Class 1 zinc coating, soft temper. 2. Size: Select wire diameter so its stress at three times hanger design load (ASTM C 635, Table 1, Direct Hung) will be less than yield stress of wire, but provide not less than 0.106-inch- (2.69-mm-)diameter wire. F. Hanger Rods: Mild steel, zinc coated or protected with rust-inhibitive paint. G. Flat Hangers: Mild steel, zinc coated or protected with rust-inhibitive paint- H. Angle Hangers: Angles with legs not less than 718 inch (22 mm) wide; formed with 0.04-inch- (1-mm-) thick, galvanized steel sheet complying with ASTM A 653/A 653M, G90 (Z275) coating designation; with bolted connections and 5/16-inch- (8-mm-) diameter bolts. I. Sheet-Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations that fit acoustical tile edge details and suspension systems indicated; formed from sheet metal of same material and finish as that used for exposed flanges of suspension system runners. 1. For circular penetrations of ceiling, provide edge moldings fabricated to diameter required to fit penetration exactly. 2.4 ACOUSTICAL SEALANT A. Acoustical Sealant for Exposed and Concealed Joints: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834 and the following requirements: ACOUSTICAL TILE CEILINGS 09512-4 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30102 1. Product is effective in reducing airborne sound transmission through perimeterjoints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. B. Acoustical Sealant for Concealed Joints: Manufacturer's standard nondrying, nonhardening, nonskinning, nonstaining, gunnable, synthetic-rubber sealant recommended for sealing interior concealed joints to reduce airborne sound transmission. C. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to,the following: D. Products: Subject to compliance with requirements, provide one of the following: 1. Acoustical Sealant for Exposed and Concealed Joints: a. PL Acoustical Sealant; ChemRex, Inc., Contech Brands. b. AC-20 FTR Acoustical and Insulation Sealant; Pecora Corp. c. SHEETROCK Acoustical Sealant; United States Gypsum Co. PART 3- EXECUTION 3.1 EXAMINATION A. Examine substrates and structural framing to which acoustical tile ceilings attach or abut, with Installer present, for compliance with requirements specified in this and other Sections that affect ceiling installation and anchorage, and other conditions affecting performance of acoustical tile ceilings. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Coordination: Furnish layouts for preset inserts, clips, and other ceiling anchors whose installation is specified in other Sections. 1. Furnish concrete inserts and similar devices to other trades for installation well in advance of time needed for coordinating other work. B. Testing Substrates: Before installing adhesively applied tiles on wet-placed substrates such as cast-in-place concrete or plaster, test and verify that moisture level is below tile manufacturer's recommended limits. C. Measure each ceiling area and establish layout of acoustical tiles to balance border widths at opposite edges of each ceiling. Avoid using less-than-half-width units at borders, and comply with layout shown on reflected ceiling plans. 3.3 INSTALLATION A. General: Install acoustical tile ceilings to comply with publications referenced below per manufacturers written instructions and CISCA's "Ceiling Systems Handbook." ACOUSTICAL TILE CEILINGS 09512-5 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 1. Standard for Ceiling Suspension System Installations: Comply with ASTM C 636, 2. Standard for Ceiling Suspension Systems Requiring Seismic Restraint: Comply with ASTM E 580. 3. CISCA's Recommendations for Acoustical Ceilings: Comply with CISCA's "Recommendations for Direct-Hung Acoustical Tile and Lay-in Panel Ceilings—Seismic Zones 0-2." 4. CISCA's Guidelines for Systems Requiring Seismic Restraint: Comply with CISCA's "Guidelines for Seismic Restraint of Direct-Hung Suspended Ceiling Assemblies-- Seismic Zones 3 &4" 5. U.B.C's "Metal Suspension Systems for Acoustical Tile and for Lay-in Panel Ceilings": U.B.C. Standard 25-2. B. Suspend ceiling hangers from building's structural members and as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structure or of ceiling suspension system. 2. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 3. Splay hangers only where required and, if permitted with fire-resistance-rated ceilings, to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 4. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with location of hangers at spacings required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards and publications. 5. Secure wire hangers to ceiling suspension members and to supports above with a minimum of three tight turns. Connect hangers directly either to structures or to inserts, eye screws, or other devices that are secure; that are appropriate for substrate; and that will not deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. 6. Secure flat, angle, channel, and rod hangers to structure, including intermediate framing members, by attaching to inserts, eye screws, or other devices that are secure and appropriate for both structure to which hangers are attached and type of hanger involved. Install hangers in a manner that will not cause them to deteriorate or fail due to age, corrosion, or elevated temperatures. 7. Do not support ceilings directly from permanent metal forms or floor deck. Fasten hangers to cast-in-place hanger inserts, powder-actuated fasteners, or drilled-in anchors that extend through forms into concrete. 8. Do not attach hangers to steel deck tabs. 9. Do not attach hangers to steel roof deck. Attach hangers to structural members. 10. Space hangers not more than 48 inches (1200 mm) o.c. along each member supported directly from hangers, unless otherwise indicated; and provide hangers not more than 8 inches (200 mm)from ends of each member. C. Secure bracing wires to ceiling suspension members and to supports with a minimum of four tight turns. Suspend bracing from building's structural members as required for hangers, without attaching to permanent metal forms, steel deck, or steel deck tabs. Fasten bracing wires into concrete with cast-in-place or postinstalled anchors. D. Install edge moldings and trim of type indicated at perimeter of acoustical tile ceiling area and where necessary to conceal edges of acoustical units. ACOUSTICAL TILE CEILINGS 09512-6 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 1. Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of moldings before they are installed. 2. Screw attach moldings to substrate at intervals not more than 16 inches (400 mm) o.c. and not more than 3 inches (75 mm) from ends, leveling with ceiling suspension system to a tolerance of 1/8 inch in 12 feet (3 mm in 3.6 m). Miter corners accurately and connect securely. 3. Do not use exposed fasteners, including pop rivets, on moldings and trim- E. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent,or kinked members. F. Arrange directionally patterned acoustical tiles as follows: 1. As indicated on reflected ceiling plans. G. Install acoustical tiles in coordination with suspension system and exposed moldings and trim. Place splines or suspension system flanges into kerfed edges so tile-to-tile joints are closed by double lap of material. 1. Fit adjoining tile to form flush, tight joints. Scribe and cut tile for accurate fit at borders and around penetrations through tile. 2. Hold tile field in compression by inserting leaf-type, spring-steel spacers between tile and moldings, spaced 12 inches (305 mm)o.c. 3. Fabricate access units for special suspension system access members and tile units modified as required to allow for removal of access units. 4. Protect lighting fixtures and air ducts to comply with requirements indicated for fire- resistance-rated assembly. 3.4 CLEANING A. Clean exposed surfaces of acoustical tile ceilings, including trim, edge moldings, and suspension system members. Comply with manufacturer's written instructions for cleaning and touchup of minor finish damage. Remove and replace tiles and other ceiling components that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION 09512 ACOUSTICAL TILE CEILINGS 09512-7 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 SECTION 09651 - RESILIENT TILE FLOORING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Vinyl composition floor tile. 2. Resilient wall base and accessories. 1.3 SUBMITTALS A. Product Data: For each type of product specified. B. Samples for Initial Selection: Manufacturer's color charts consisting of units or sections of units showing the full range of colors and patterns available for each type of product indicated. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer to perform work of this Section who has specialized in installing resilient products similar to those required for this Project and with a record of successful in-service performance. B. Source Limitations: Obtain each type, color, and pattern of product specified from one source with resources to provide products of consistent quality in appearance and physical properties without delaying the Work. 1.5 DELIVERY, STORAGE,AND HANDLING A. Deliver products to Project site in manufacturers original, unopened cartons and containers, each bearing names of product and manufacturer, Project identification, and shipping and handling instructions. 1.6 EXTRA MATERIALS A. Not required. PART 2-PRODUCTS 2.1 MANUFACTURERS RESILIENT TILE FLOORING 09651 -1 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include manufacturers doing business in Southern California that produce the products specified inb this section. 22 RESILIENT TILE A. Solid Vinyl Tile: Products complying with ASTM F 1700 and with requirements specified in the Resilient Tile Flooring Schedule. 2.3 RESILIENT ACCESSORIES A. Rubber Wall Base: Products complying with FS SS-W-40, Type I and with requirements specified in the Resilient Tile Flooring Schedule. 2.4 INSTALLATION ACCESSORIES A. Trowelable Leveling and Patching Compounds: Latex-modified, portland-cement-based formulation provided or approved by flooring manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated. PART 3- EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions where installation of resilient products will occur, with Installer present, for compliance with manufacturer's requirements. Verify that substrates and conditions are satisfactory for resilient product installation and comply with requirements specified. B. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710 and the following: 1. Slab substrates are dry and free of curing compounds, sealers, hardeners, and other materials that may interfere with adhesive bond. Determine adhesion and dryness characteristics by performing bond and moisture tests recommended by flooring manufacturer. 2. Subfloor finishes comply with requirements specified in Division 3 Section "Cast-in-Place Concrete"for slabs receiving resilient flooring. 3. Subfloors are free of cracks, ridges, depressions, scale, and foreign deposits. 3.2 PREPARATION A. General: Comply with resilient product manufacturer's written installation instructions for preparing substrates indicated to receive resilient products. RESILIENT TILE FLOORING 09651 -2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 B. Use trowelable leveling and patching compounds, according to manufacturer's written instructions, to fill cracks, holes, and depressions in substrates. 3.3 TILE INSTALLATION A. General: Comply with tile manufacturer's written installation instructions. 3.4 CLEANING AND PROTECTING A. Perform the following operations immediately after installing resilient products: 1. Remove adhesive and other surface blemishes using cleaner recommended by resilient product manufacturers. 2. Sweep or vacuum floor thoroughly. 3. Do not wash floor until after time period recommended by flooring manufacturer. 4. Damp-mop floor to remove marks and soil. B. Protect flooring against mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by flooring manufacturer. 1. Apply protective floor polish to floor surfaces that are free from soil, visible adhesive, and surface blemishes, if recommended in writing by manufacturer. a. Use commercially available product acceptable to flooring manufacturer. b. Coordinate selection of floor polish with Owner's maintenance service. 2. Cover products installed on floor surfaces with.undyed, untreated building paper until inspection for Substantial Completion. 3. Do not move heavy and sharp objects directly over floor surfaces. Place plywood or hardboard panels over flooring and under objects while they are being moved. Slide or roll objects over panels without moving panels. C. Clean floor surfaces not more than 4 days before dates scheduled for inspections intended to establish date of Substantial Completion in each area of Project. Clean products according to manufacturer's written recommendations. 1. Before cleaning, strip protective floor polish that was applied after completing installation only if required to restore polish finish and if recommended by flooring manufacturer. 2. After cleaning, reapply polish to floor surfaces to restore protective floor finish according to flooring manufacturers written recommendations. Coordinate with Owner's maintenance program. END OF SECTION 09651 RESILIENT TILE FLOORING 09651 - 3 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 SECTION 09775—FIBERGLASS REINFORCED PANELS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes surface preparation and field application of fiberglass reinforced panels. 1.3 SUBMITTALS A. Product Data: For each coating system specified. 1. Material List: An inclusive list of required materials. Indicate each material and cross- reference the specific finish system, and application. Identify each material by the manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each material proposed for use. B. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors available for each type of finish-coat material indicated. 1.4 QUALITY ASSURANCE A. Applicator Qualifications: An experienced applicator who has a record of successful in-service performance. B. Source Limitations: Obtain materials from the same manufacturer. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the Project site in the manufacturer's original, unopened packages and containers bearing manufacturers name and label, and the following information: 1. Product name or title of material. 2. Product description (generic classification). 3. Manufacturer's stock number and date of manufacture. PART 2- PRODUCTS FIBERGLASS REINFORCED PANELS 09775- 1 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 2A MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, Fiber-Lite Liner Panels by Nude Products, Inc. or an approved equal- B. Thickness: .090" C. Fire Rating: Class C D. Flexural Strength (psi): 9,200 per ASTM D—790. E. Panel Size:To fit the application—see interior elevations. Minimize seams. F. Tensile Strength (psi)6,400 per ASTM D 638 PART 3-EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with the Applicator present, under which fiberglass reinforced panels will be applied, for compliance with coating application requirements- 1. Apply panels only after unsatisfactory conditions have been corrected and surfaces to receive fiberglass reinforced panels are thoroughly dry. 2. Start of application is construed as the Applicator's acceptance of surfaces within that particular area. A. Coordination of Work: 2. Notify the Architect about anticipated problems using the coatings specified over substrates primed by others. 3.2 PREPARATION A. General: Remove plates, equipment, shelving, conduits, machined surfaces, and similar items already in place that are not to be covered. . 1. After completing installation, reinstall items removed using workers skilled in trades involved. B. Cleaning: Before applying fiberglass reinforced panels,clean substrates of substances that could impair bond of panels. Remove oil and grease before cleaning. 1. Schedule cleaning and coating application so dust and other contaminates from cleaning process will not fall on wet, newly coated surfaces. C. Surface Preparation: Clean and prepare surfaces to be laminated according to the manufacturers written instructions for each particular substrate condition, and as specified. 3.3 INSTALLATION A. General: Laminate panels to the new or existing wall surface, including ceramic tile, using fast setting, genral purpose adhesives (100% coverage). Leave room for expansion per the manufacturer's recommendation. Install per the manufacturer's written instructions. FIBERGLASS REINFORCED PANELS 09775-2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 B. Finish the installation at all transitions, including between panel with the manufacturers standard vinyl moldings. Color to match panel. All seams are to be moisture tight. Apply caulk where required. 3.4 CLEANING A. Cleanup: At the end of each workday, remove rubbish, empty cans, rags, and other discarded coating materials from the Project site. 1. After completing fiberglass reinforced panels application, clean spattered surfaces. Remove spattered adhesive by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. 3.6 PROTECTION A. Protect work of other trades, whether being laminated or not, against damage from fiberglass reinforced panel operation. Correct damage by cleaning, repairing, replacing, and relaminating, as approved by the Architect. END OF SECTION 09775 FIBERGLASS REINFORCED PANELS 09775 -3 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 SECTION 09900- PAINTING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes surface preparation and field painting of the following: 1. Exposed exterior items and surfaces. 2. Exposed interior items and surfaces. 3. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. B. Paint exposed surfaces, except where the paint schedules indicate that a surface or material is not to 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. 1. Painting includes field painting of exposed bare and covered pipes and ducts (including color-coding), hangers, exposed steel and ironwork, and primed metal surfaces of mechanical and electrical equipment. C. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. 1.3 DEFINITIONS A. General: Standard coating terms defined in ASTM D 16 apply to this Section. 1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an 85-degree meter. 2. Eggshell refers to low-sheen finish with a gloss range between 5 and 20 when measured at a 60-degree meter. 3. Satin refers to low-sheen finish with a gloss range between 15 and 35 when measured at a 60-degree meter. 4. Semigloss refers to medium-sheen finish with a gloss range between 30 and 65 when measured at a 60-degree meter. 5. Full gloss refers to high-sheen finish with a gloss range more than 65 when measured at a 60-degree meter. 1.4 SUBMITTALS PAINTING 09900- 1 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Product Data: For each paint system specified. Include block fillers and primers. 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. 3. Certification by the manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOCs) including the SCAQMD. B. Samples for Verification: Of each color and material to be applied, with texture to simulate actual conditions, on representative Samples of the actual substrate. 1. Provide stepped Samples, defining each separate coat, including block fillers and primers. Use representative colors when preparing Samples for review. Resubmit until required sheen, color, and texture are achieved. 2. Provide a list of materials and applications for each coat of each sample. Label each sample for location and application. 1.5 QUALITY ASSURANCE A. Applicator Qualifications: Engage an experienced applicator who has completed painting system applications similar in material and extent to that indicated for this Project with a record of successful in-service performance. B. Source Limitations: Obtain block fillers, primers, and undercoat materials for each coating system from the same manufacturer as the finish coats. 1.6 DELIVERY, STORAGE,AND HANDLING A. Deliver materials to the Project Site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label, and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. VOC content. B. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). Maintain containers used in storage in a clean condition, free of foreign materials and residue. 1.7 PROJECT CONDITIONS A. Apply water-based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 and 90 deg F (10 and 32 deg C). PAINTING 09900-2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 B. Apply solvent-thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 and 95 deg F (7.2 and 35 deg C). C. 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 (3 deg C) above the dew point; or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods. PART2-PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in the paint schedules. B. Products: Subject to compliance with requirements, provide one of the products in the paint schedules. C. Manufacturers Names: The following manufacturers are referred to in the paint schedules by use of shortened versions of their names,which are shown in parentheses: 1. Benjamin Moore & Co. (Moore). 2. Dunn Edwards 3. Sherwin-Williams Co. (S-W). 4. ICI. 5. Frazee. 2.2 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide block fillers, 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. B. Material Quality: Provide manufacturer's best-quality paint material of the various coating types specified. Paint-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. Furnish manufacturer's material data and certificates of performance for proposed substitutions. C. Colors: Provide color selections made by the Architect. PART 3- EXECUTION 3.1 EXAMINATION PAINTING 09900-3 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Examine substrates, areas, and conditions, with the Applicator present, under which painting will be performed for compliance with paint application requirements- 1. Do not begin to apply paint until unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Architect about anticipated problems using the materials specified over substrates primed by others. 3.2 PREPARATION A. General: 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. 1. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. B. 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. 1. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Cementitious Materials: Prepare concrete, concrete masonry block, cement plaster, and mineral-fiber-reinforced cement panel surfaces to be painted. 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. a. Use abrasive blast-cleaning methods if recommended by paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's written instructions. C. Clean concrete floors to be painted with a 5 percent solution of muriatic acid or other etching cleaner. Flush the floor with clean water to remove acid, neutralize with ammonia, rinse, allow to dry, and vacuum before painting. PAINTING 09900-4 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 3. 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 white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling. C. When transparent finish is required, backprime with spar varnish. d. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on backside. e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on delivery. 4. 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. Blast steel surfaces clean as recommended by paint system manufacturer and according to requirements of SSPC-SP 10. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. c. 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. 5. 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. D. Materials Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. 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. 3. Use only thinners approved by paint manufacturer and only within recommended limits. E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of the same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.3 APPLICATION A. General: Apply paint according to manufacturers written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Paint colors, surface treatments, and finishes are indicated in the schedules. PAINTING 09900-5 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 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 fixtures, convector covers, covers for finned-tube radiation, grilles, and similar components 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 and furniture the same as similar exposed surfaces. Before the final installation of equipment, paint surfaces behind permanently fixed equipment or Furniture with prime coat only. 6. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through registers or grilles. 7. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 8. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces. 9. Finish interior of wall and base cabinets and similar field-finished casework to match exterior. 10, Sand lightly between each succeeding enamel or varnish coat. B. 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 manufacturer's written instructions, sand between applications. 2. Omit primer on metal surfaces that have been shop primed and touchup painted. 3. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 4. 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 of paint does not cause the undercoat to lift or lose adhesion. C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. 1. Brushes: Use brushes best suited for the type of material applied. Use brush of appropriate size for the surface or item being painted. 2. Rollers: Use rollers of carpet, velvet back, or high-pile sheep's wool as recommended by the manufacturer for the material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by the manufacturer for the material and texture required- D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. 3.4 CLEANING PAINTING 09900-6 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from the site. 1. After completing painting, clean glass and paint-spattered surfaces_ Remove spattered paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. 3.5 PROTECTION A. Protect work of other trades, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect. B. Provide "Wet Paint' signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. 1. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1. 3.6 EXTERIOR PAINT SCHEDULE A. Concrete Masonry Units: Provide the following finish systems over exterior concrete masonry units: 1. Semigloss,Acrylic-Enamel Finish: 2 finish coats over a block filler and a primer. a. Block Filler: High-performance, latex block filler applied at spreading rate recommended by the manufacturer to achieve a total dry mill thickness of not less than 4.0 mils (0.102 mm). 1) Devoe: 52902 Bloxfil 200 Interior/Exterior Latex Block Filler. 2) Fuller: 280-00 Interior/Exterior Latex Block Filler. 3) Glidden: 5317 Ultra-Hide Block Filler Latex Interior- Exterior. 4) Moore: Moorcraft Interior& Exterior Block Filler#173. 5) PPG: 6-7 Speedhide Interior/Exterior Masonry Latex Block Filler. 6) P&L- Z/F 98 Pro-Hide Plus Block Filler. b. Primer: Alkali-resistant, exterior, acrylic-latex primer applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.4 mils (0.036 mm). 1) Devoe: Primer not required over block filler. 2) Fuller: Primer not required over block filler. 3) Glidden: Primer not required over block filler. 4) Moore: Primer not required over block filler. 5) PPG: Primer not required over block filler. 6) P& L: Z/F 1001 Suprime "1" Multi-Purpose 100 Percent Acrylic Primer. PAINTING 09900-7 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 C. First and Second Coats: Semigloss, exterior, acrylic-latex enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 2.4 mils (0.061 mm). 1) Devoe: 17XX Wonder-Shield Semi-Gloss Exterior Acrylic Latex House and Trim Paint. 2) Fuller: 664-XX Weather King II Semi-Gloss House & Trim Paint. 3) Glidden: 6600 Series Spred Ultra Exterior Gloss Latex House&Trim Paint, 4) Moore: MoorGlo Latex House &Trim Paint#096. 5) PPG: 78 Line Sun-Proof Semi-Gloss Acrylic Latex House and Trim Paint. 6) P & L: Z/F 3100 Series Aqua Royal Latex House & Trim Finish. B. Ferrous Metal: Provide the following finish systems over exterior ferrous metal. Primer is not required on shop-primed items. 1. Semigloss,Acrylic-Enamel Finish: 2 finish coats over a rust-inhibitive primer. a. Primer: Rust-inhibitive metal primer applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.3 mils (0.033 mm). 1) Devoe: 13101 Mirrolac Rust Penetrating Metal Primer. 2) Fuller: 621-04 Blox-Rust Alkyd Metal Primer. 3) Glidden: 5205 Glid-Guard Tank &Structural Primer, Red. 4) Moore: IronClad Retardo Rust-Inhibitive Paint#163. 5) PPG: 6-208 Speedhide Interior/Exterior Rust Inhibitive Steel Primer. 6) P& L: S/D 1009 Suprime"9" Interior/Exterior Alkyd Metal Primer. b. First and Second Coats: Semigloss, exterior, acrylic-latex enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 2.6 mils (0.066 mm). 1) Devoe: 17XX Wonder-Shield Semi-Gloss Exterior Acrylic Latex House and Trim Paint_ 2) Fuller: 664-XX Weather King II Semi-Gloss House & Trim Paint. 3) Glidden: 6600 Series Spred Ultra Exterior Gloss Latex House&Trim Paint. 4) Moore: MoorGlo Latex House&Trim Paint#096, 5) PPG: 78 Line Sun-Proof Semi-Gloss Acrylic Latex House and Trim Paint. 6) P&L: Z/F 3100 Series Aqua Royal Latex House & Trim Finish. PAINTING 09900-8 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 C. Zinc-Coated Metal: Provide the following finish systems over exterior zinc-coated (galvanized) metal surfaces: 1. Semigloss,Acrylic-Enamel Finish: 2 finish coats over a galvanized metal primer. a. Primer: Galvanized metal primer applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.2 mils (0,031 mm). 1) Devoe: 8502/8520 Mirrolac-WB Interior/Exterior Waterborne Flat DTM Primer and Finish. 2) Fuller: 621-05 Blox-Rust Latex Metal Primer. 3) Glidden: 5205 Glid-Guard Tank& Structural Primer, Red. 4) Moore: IronClad Galvanized Metal Latex Primer#155. 5) PPG: 90-709 Pitt-Tech One Pack Interior/Exterior Primer/Finish DTM Industrial Enamel. 6) P&L: Z/F 1003 Suprime "3" Interior/Exterior Latex Metal Primer. b. First and Second Coats: Semigloss, exterior, acrylic-latex enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 2.6 mils (0.066 mm). 1) Devoe: 17XX Wonder-Shield Semi-Gloss Exterior Acrylic Latex House and Trim Paint. 2) Fuller: 664-XX Weather King II Semi-Gloss House & Trim Paint. 3) Glidden: 6600 Series Spred Ultra Exterior Gloss Latex House&Trim Paint. 4) Moore: MoorGlo Latex House&Trim Paint#096. 5) PPG: 78 Line Sun-Proof Semi-Gloss Acrylic Latex House and Trim Paint, 6) P& L: Z/F 3100 Series Aqua Royal Latex House & Trim Finish. 3.8 INTERIOR PAINT SCHEDULE A. Gypsum Board: Provide the following finish systems over interior gypsum board surfaces: 1. Flat Acrylic Finish: 2 finish coats over a primer. a. Primer: Latex-based, interior primer applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.2 mils (0.031 mm). 1) Devoe: 50801 Wonder-Tones Interior Vinyl Latex Primer- Sealer. 2) Fuller: 220-20 Pro-Tech Interior Latex Wall Primer and Sealer. 3) Glidden: 5111 Spred Ultra Latex Primer-Sealer. PAINTING 09900-9 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 4) Moore: Regal First Coat Interior Latex Primer & Underbody#216. 5) PPG: 17-10 Quick-Drying Interior Latex Primer-Sealer. 6) P &L: Z/F 1004 Suprime"4" Interior Latex Wall Primer. b. First and Second Coats: Flat, acrylic-latex-based, interior paint applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 2.5 mils (0.064 mm). 1) Devoe: 36XX Wonder-Tones Interior Latex Flat Wall Paint. 2) Fuller: 202-XX Acrylic Latex Wall Paint. 3) Glidden: 4000 Series Spred Ultra Flat Latex Wall and Trim Paint. 4) Moore: Regal Wall Satin#215. 5) PPG: 80 Line Wallhide Interior Wall Flat Latex Paint. 6) P& L: Z/F 2000 Series Vapex Latex Flat Wall Finish. 2. Semigloss,Alkyd-Enamel Finish: 2 finish coats over a primer at the new ADA restrooms. a. Primer: Latex-based, interior primer applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.2 mils (0.031 mm). 1) Devoe: 50801 Wonder-Tones Interior Vinyl Latex Primer- Sealer. 2) Fuller: 220-20 Pro-Tech Interior Latex Wall Primer and Sealer. 3) Glidden: 5111 Spred Ultra Latex Primer-Sealer. 4) Moore: Regal First Coat Interior Latex Primer & Underbody#216. 5) PPG: 17-10 Quick-Dry Interior Latex Primer-Sealer. 6) P&L: Z/F 1001 Suprime "1" 100 Percent Acrylic Multi- Purpose Primer. 7) S-W: ProMar 200 Interior Latex Wall Primer B28W200. b. First and Second Coats: Odorless, semigloss, alkyd, interior enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 2.6 mils (0.066 mm). 1) Devoe: 26XX Velour Interior Alkyd Semi-Gloss Enamel. 2) Fuller: 206-XX Interior Alkyd Semi-Gloss Enamel. 3) Glidden: UH 8400 Ultra Traditional Alkyd Semi-Gloss Enamel. 4) Moore: Moore's Alkyd Dulamel #207. 5) PPG: 27 Line Wallhide Low Odor Interior Enamel Wall and Trim Semi-Gloss Oil. 6) P &L: S/D 5700 Cellu-Tone Alkyd Satin Enamel. 7) S-W: Classic 99 Interior Alkyd Semi-Gloss Enamel A-40 Series. 17-10 Quick-Dry Interior Latex Primer-Sealer. 6) P & L: Z/F 1001 Suprime "1" 100 Percent Acrylic Multi- Purpose Primer. PAINTING 09900- 10 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 7) S-W: ProMar 200 Interior Latex Wall Primer B28W200. B. Ferrous Metal: Provide the following finish systems over ferrous metal: 1. Semigloss, Acrylic-Enamel Finish: One finish coat over an enamel undercoater and a primer. a. Primer: Quick-drying, rust-inhibitive, alkyd-based or epoxy-metal primer, as recommended by the manufacturer for this substrate, applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.5 mils (0.038 mm). 1) Devoe: 13101 Mirrolac Rust Penetrating Metal Primer. 2) Fuller: 621-04 Blox-Rust Alkyd &Structural Metal Primer. 3) Glidden: 5207 Glid-Guard Tank&Structural Primer, White. 4) Moore: IronClad Retardo Rust-Inhibitive Paint#163. 5) PPG: 6-208 Speedhide Interior/Exterior Rust Inhibitive Steel Primer. 6) P & L: S 4551 Tech-Gard High Performance Rust Inhibitor Primer. b. Undercoat: Alkyd, interior enamel undercoat or semigloss, acrylic-latex, interior enamel, as recommended by the manufacturer for this substrate, applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.3 mils (0.033 mm). 1) Devoe: 39XX Wonder-Tones Semi-Gloss Interior Latex Enamel. 2) Fuller: 220-07 Interior Alkyd Enamel Undercoat. 3) Glidden: 8200 Series Spred Ultra Latex Semi-Gloss Enamel. 4) Moore: Moore's Alkyd Enamel Underbody 9217. 5) PPG: 6-6 Speedhide Interior Quick-Drying Enamel Undercoater. 6) P& L: Z/F 4100 Series Accolade Interior Semi-Gloss. C. Finish Coat: Semigloss, acrylic-latex, interior enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.3 mils(0.033 mm). 1) Devoe: 39XX Wonder-Tones Semi-Gloss Interior Latex Enamel. 2) Fuller. 214-XX AA Enamel Interior Acrylic Latex Semi- Gloss Enamel. 3) Glidden: 8200 Series Spred Ultra Latex Semi-Gloss Enamel. 4) Moore: Moore's Regal AquaGlo Vinyl-Acrylic Latex Enamel#333. 5) PPG: 88-110 Satinhide Interior Enamel Wall &Trim Lo- Lustre Semi-Gloss Latex. PAINTING 09900- 11 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 6) P & L: Z/F 4100 Series Accolade Interior Semi-Gloss. 2) Fuller: 110-XX Fullerglo Alkyd Semi-Gloss Enamel. 3) Glidden: UH 8400 Ultra Traditional Alkyd Semi-Gloss Enamel. 4) Moore: Satin Impervo#235. 5) PPG: 27 Line Wallhide Low Odor Interior Enamel Wall and Trim Semi-Gloss Oil. 6) P & L: S/D 5700 Cellu-Tone Alkyd Satin Enamel. 7) S-W: Classic 99 Interior/Exterior Semi-Gloss Alkyd Enamel A-40 Series. C. Zinc-Coated Metal: Provide the following finish systems over zinc-coated metal: 1. Semigloss,Acrylic-Enamel Finish: 2 finish coats over a primer. a. Primer: Galvanized metal primer applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.2 mils (0.031 mm). 1) Devoe: 13201 Mirrolac Galvanized Metal Primer. 2) Fuller: 621-05 Blox-Rust Latex Metal Primer. 3) Glidden: 5207 Glid-Guard Tank & Structural Primer,White. 4) Moore: IronClad Galvanized Metal Latex Primer#155. 5) PPG: 90-709 Pitt-Tech One Pack Interior/Exterior Primer/Finish DTM Industrial Enamel. 6) P & L: Z/F 1003 Suprime "3" Interior/Exterior Latex Metal Primer. b. First and Second Coats: Semigloss, acrylic-latex, interior enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 2.6 mils(0.066 mm). 1) Devoe: 39XX Wonder-Tones Semi-Gloss Interior Latex Enamel. 2) Fuller. 214-XX AA Enamel Interior Acrylic Latex Semi- Gloss Enamel. 3) Glidden: 8200 Series Spred Ultra Latex Semi-Gloss Enamel. 4) Moore: Moore's Regal AquaGlo Vinyl-Acrylic Latex Enamel#333. 5) PPG: 88-110 Satinhide Interior Enamel Wall & Trim Lo- Lustre Semi-Gloss Latex. 6) P&L: Z/F 4100 Series Accolade Interior Semi-Gloss. Metal Latex Primer#155. 5) PPG: 90-709 Pitt-Tech One Pack Interior/Exterior Primer/Finish DTM Industrial Enamel. 6) P & L: Z/F 1003 Suprime "3" Interior/Exterior Latex Metal Primer. 7) S-W: Galvite Paint B50W3. PAINTING 09900- 12 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 b. Undercoat: Alkyd, interior enamel undercoat or semigloss, interior, alkyd-enamel finish coat, as recommended by the manufacturer for this substrate, applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.2 mils (0.031 mm). 1) Devoe: 26XX Velour Interior Alkyd Semi-Gloss Enamel. 2) Fuller: 220-07 Interior Alkyd Enamel Undercoat. 3) Glidden: UH 8400 Series Spred Ultra Traditional Alkyd Semi-Gloss Enamel. 4) Moore: Moore's Alkyd Enamel Underbody#217. 5) PPG: 6-6 Speedhide Interior Quick-Drying Enamel Undercoater. 6) P& L: S/D 1011 Suprime "11" Interior Alkyd Wood Primer. 7) S-W: ProMar 200 Interior Alkyd Semi-Gloss Enamel B34W200_ c. Finish Coat: Odorless, semigloss, alkyd, interior enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.4 mils(0.036 mm). 1) Devoe: 26XX Velour Interior Alkyd Semi-Glass Enamel. 2) Fuller: 110-XX Fullerglo Alkyd Semi-Gloss Enamel. 3) Glidden: UH 8400 Ultra Traditional Alkyd Semi-Gloss Enamel. 4) Moore: Satin Impervo#235. 5) PPG: 27 Line Wallhide Low Odor Interior Enamel Wall and Trim Semi-Gloss Oil. 6) P &L: S/D 5700 Cellu-Tone Alkyd Satin Enamel. 7) S-W: Classic 99 Interior Alkyd Semi-Gloss Enamel A-40 Series. END OF SECTION 09900 PAINTING 09900- 13 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 SECTION 10265- IMPACT-RESISTANT WALL PROTECTION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Corner guards. B. Related Sections include the following: 1. Division 5 Section "Metal Fabrications" for steel angle and bent plate corner guards fabricated from rolled metal. 2. Division 6 Section "Rough Carpentry" for wood blocking and grounds for surface- mounted wall guards, corner guards, and handrails. 3. Division 8 Section "Door Hardware"for stainless-steel mop, kick, armor, and push plates. C. Alternates: Refer to Division 1 Section "Alternates" for description of Work in this Section affected by alternates. 1.3 SUBMITTALS A. Samples for Verification: Submit 12" long samples of the corner guards as shown on the drawings (see detail 9/A8.20) and the method of adhering the unit. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed installation of impact- resistant wall protection system components similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. B. Manufacturer Qualifications: A firm experienced in manufacturing impact-resistant wall protection system components similar to those required for this Project and with a record of successful in-service performance. IMPACT-RESISTANT WALL PROTECTION 10265- 1 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 PART2-PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering impact-resistant wall protection system products that may be incorporated into the Work include all reputable manufacturers engaged in the fabrication of stainless steel corner guards operating in the State of California. 2.2 MATERIALS A. Stainless-Steel Plate:Type 304, minimum 0.0625 inch (1.6 mm). B. Adhesive: Type recommended by the manufacturer for use with material on the substrate indicated. 2.3 CORNER GUARDS A. Stainless-Steel Corner Guards: Paper-covered, satin-finish, 0.0625-inch (1.6-mm) minimum, stainless-steel sheet corner guards; height as indicated. Provide 90-degree turn, unless otherwise indicated; and formed edges. Wing size, mounting method and corner radius shall be as shown on the drawing. 2.4 STAINLESS-STEEL FINISHES A. Bright, Directional Polish: No. 4 finish. 1. Remove tool and die marks and stretch lines or blend into finish. 2. Grind and polish surfaces to produce uniform, directionally textured, polished finish indicated, free of cross scratches. Run grain with long dimension of each piece. PART 3-EXECUTION 3.1 EXAMINATION A. Examine areas and conditions in which impact-resistant wall protection system components and impact-resistant wall covering materials will be installed. 1. Complete finishing operations, including painting, before installing impact-resistant wall protection system components. 32 PREPARATION IMPACT-RESISTANT WALL PROTECTION 10265-2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 A. General: Before installation, clean substrate to remove dust, debris, and loose particles. 3.3 INSTALLATION A. Install impact-resistant wall protection system components level, plumb, and true to line without distortions. 1. Do not use materials with chips, cracks, voids, stains, or other defects that might be visible in the finished Work. 3.4 CLEANING A. Remove excess adhesive using methods and materials recommended by the manufacturer. B. Remove surplus materials, rubbish, and debris, resulting from installation, on completion of work and leave installation areas in neat, clean condition. END OF SECTION 10265 IMPACT-RESISTANT WALL PROTECTION 10265-3 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 SECTION 10660—OPERABLE WALLS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes surface preparation and field insalation of manually operable wall panels in the meeting rooms. Operable walls are to be hinged in pairs, center track, top supported and stored locally. B. Panel Facing Material: Fabric to match the existing in meeting rooms. C. Sound Transmission Classification (STC): Provide and install operable wall units capable of achieving'a minimum laboratory test rating of STCA8 when tested in accordance with ASTM E90 without the facing material. 1.3 SUBMITTALS A. Product Data: Submit manufacturer's technical dataq and installation instructions. B. Certifications: Submit certifications from an independent testing laboratory that the product meets the specifications for STC rating, fire rating and flame spread classification. C. Shop Drawings: Submit shop drawings for fabrication and erection, including plans, elevations, large scale details, anchorages, and accessory items. Provide location template drawings for items supported or acchored to the structure permenently. D. Maintenance and Care Manuals: Covering the operable partition and all manufactured accessories. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has a record of successful in-service performance. 1.5 DELIVERY, STORAGE,AND HANDLING A. Deliver operable partitions to the Project site in the manufacturers original, unopened packages and containers bearing manufacturers name and label. PART 2- PRODUCTS OPERABLE WALLS 10660- 1 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs Theater Reconfiguration 10/30/02 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the Classic 7000 Series Model 7600 Omni-directional by Hufcor(to match the existing meeting rooms)or an approved equal. B. Operation: Operable walls shall consist of top supported, manually operated, continuously hinged rolling panels equipped with two 4-wheel ball bearing trolleys with automatic retractable floor seals. C. Hinges: Continuously hinged panels shall be of the manufacturer's standard design. D. Track: Type 53 Omni-Directional to 1500 lbs. Shall be suspended by all-thread steel rods from the structure above. Track system shall provide a captive and"free-flow" method of panel travel through 6" radius turns at every change in track direction and through the stacking wyes. Panels shall readily accumulate of their respective storage locations as indicated on the drawings. E. Trolleys: Panels shall be supported by 4-wheel radial type steel ball bearing wheels. Trolley pendent bolt shall be attached to the panelo utilizing steel reinforced plates welded to the top panel trame rail. Steel trolleys running on aluminum track are not acceptable. F. Perimeter Sound Seals: Top seal shall be continuous contact vinyl fin sweep seals. Bottom seals shall be automatically actuated by movement of one panel against another without face cranks. PART 3- EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with the installer present, under which moveable panels will be installed, for compliance with manufacturers requirements. 3.2 PREPARATION General: Installation shall be performed under the supervision of factory-trained mechanics in strict accordance with the manufacturer's printed installation manual to ensure satisfactory operation. 3.3 INSTALLATION Each partition will be tested in accordance with ASTM E336-76 using the "reverberant field" procedure inand full octive bands (not one third bands). Field Sound Transmission Class (FSTC) ratings will be determined in accordance with ASTM E413-73. In each test the minimum rating shall be STC 40. 3.4 CLEANING OPERABLE WALLS 10660-2 HNTB#36368 Palm Springs Convention Center Phase 1, Kitchen and Springs " Theater Reconfiguration 10/30/02 A. Cleanup: At the end of each workday, remove rubbish from the Project site. 3.6 PROTECTION A. Protect work of other trades, whether being laminated or not, against damage from fiberglass reinforced panel operation. Correct damage by cleaning, repairing, and replacing as approved by the Architect. END OF SECTION 01160 OPERABLE WALLS 10660-3 ACC)RO CERTIF C TE lJ f LIABILI l I IIM'�t3 12/9.3 /02 f771 1✓ Oate lmm/dd/YYI .....:..,. ., ".y. .. Pro er (714) 289-7676 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION High Tower Ins Service, Inc . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. P. Box 12057 THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE Orange, CA. 92859-8057 COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE Company A Company Interstate Fire & Casualty Insured cT,Avs DL-ATs B Company Firemand' s Fund Insurance Company Clauss Construction I 8956 Winter Gardens Blvd. ComOpany Liberty Mutual Insurance Company THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, POLICY POLICY CO TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EXPIRATION LIMITS LTRDATE DATE GENERAL LIABILITY General Aggregate $ Commercial General Liability Products-Completed Ops Agg $ Claims Made Occur Personal&Advertising Injury $ Owner's&Contractor's Protective Each Occurrence $ Fire Damage(any 1 fire) S AUTOMOBILE LIABILITY Marital Expense(an one personl S B Any Auto BA 6108250 01/13/02 01/13/03 comdlned single cola All Owned Autos Bodily Injury Scheduled Autos (per person) Hired Autos Bodily cowry Non-Owned Autos (per accitlent) c'omn/ o11 Ded 500 / 500 Property Damage GARAGE LIABILITY Auto only-Eacg Accident $ Any Auto Other Than Auto Only Each Accident $ EXCESS LIABILITY Aggregate is Each occurrence is D Umbrella an Form LQ1B71077021-02 01/13/02 01/13/03 Aggregate Other Tit Umbrella Form $ WORKERS' COMPENSATION statutory Limitother .: EMPLOYERS' LIABILITY The Proprietor/ EL Each Aoradent $ Partners/Executive Inc) EL Disease-Pokey Limit S Officers are: Excl EL DlseaseEa Em loyee S - —-OTHER - - -- -- - C nland Marine MXI 98401466 01/13/02 01/13/03912, 000 Deductible C ired Equiproperty ment MXI 98401466 01/13/02 Ol/13/03 00, 000 1, 000) DESCRIP ON 0 OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS ertificate holder is named as additional insured. Project Name: Phase 1 onvention Center Expansion Selective Demolition. Project No. 02-19-1 CEIiTIFICATE,HOLpER' :: CRIVf E1194710N 18 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL Eli�MAIL 3 O"DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE City Of Palm Springs LEFT, Deppt Of Procurement & Contracts Mot Tahguitz Canyon Way ut prize eprese avve Palm Springs, Ca 92262 ACQ8.025$fd1/951 By �p$tlY@free Vas Is 'a'Ida O7.(CC]RDGORO O�ATi0N'9988'. DEC-23-2002 MOM 11 ;41 AM REYNOLDS IMS FnX NO. 983 0145 E 02/05 Fnsauc_a�_. HS Cf: 'I-IrIC,1Pe 1(0 9';,' v1.41 Al A MAT-TEN CF INFORMATION R;SPVr 705 i7N1,7 NQ HICHTS UPON T!#E MRTI€ICATE p10El]E;h '6'!;10; CE:l4'CIr7i:AI@ CITIES M6T APAEF!D, EXTEND Di 200 6'TG5"(' BE VJT..'';.7.5 al. Sp'ST"E; 8 I"T)°iia l"nE COVEFI(1.%F_E=iGCiJ E'/ Ti^Ic FOLICIES RELO_W. INtUTirtlS AFrCIRDINC COVFR4GE $956 WTIPVB*ll G.A�P..D.F.'b5 WIVD. INEunSR G: INSU.RM D, _—�.._�...n.�........, GrJI/E!'fA!iFi 7r+il POLICIF..S OF INSURANCE LISTED BELOW HAVE BEEN ISSUFO TO THE INSURED NAMED ALCOVE FOR THE POLICY PE.RICD;NMCATED NOTWvl Fh TANDIPIG AN'( RFCOARENIFNIT, TERM OR CONDITION OF ANY CONTRACT OR OTHER ❑OCUMCNT WITH RESPECT TO WHIC6, THIS OFRTIFICATE MAN BE ISSUED 09 MRY FERTAIN, THE INSURANCE AFFORDED BY THE POLICIFS DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM5, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGA I E L.AWE SHOWN MAY HAVE BFFN PEDIJCEO SY PAID CLAIMS. iA '(Y'PE OPINSUWM1P:CE�� POLICY NUrLllER POIUCY EFFECTIVE POLICYERPIRATIORI S E ca_piyh'FP Y,L.. 7 PITY!. .,. LIMITS GI-NEFUL LIABILITY _ _ - 4 ry •� E:rH 94'cuGRGrJCE ..F 64�•n Pao�,�u a�s _� I a5/a;/2oaz a5/z�/zol�3 L�.a.aaaa_ �C4 M1iMfR41AI,GENPgALL/+UILITY FIRE UAMAGS IAny Oce flea) S� 5O IL l CLAII:SMADE 9CG'JN ldPC PXPI I„bf.n oeiaonl S L: L�♦nn _ PEi,50PIA6 EI AOV INJURY 0 '(`p p0n0n —.. -. OPNFNAI, AGGR, �s CEN'L AGGfiEG ATE LINT; APPLIES PEA. �n PRODUCTS AGG 5 onoon 1 PqG. POLICY ..�_ AUTOnn OBILCUAE11,17Y COi MSINF.J SINGLE LIMN ! AN'(AUTJJ 1£a e;citlnna ALL OWNED AUTOS ..m EODI...Hil PV 0 SCHGOULSO AUTOS IPw Pumenl HIRED AUTOS BODILY INJURY y NON-owNEn Auios IPar are:a�nn -i -- ----- PROP E8TY DA.61AG8 e IFu,rcndanp AARAGf I.IADILIT`f A�NY6.UT0 EAFCC S 91 tIER THAN AU CC ONLY, AGG e ..e �.,._,_...�—_...........ate_-�..._.r..._T�..m.,.. --..m.�_ ,_.._..,. __..-,�.......... .....»,.......-�., ��.� — _.... 6 LIABILITY EACH OCCUFRFNCE JODCVR CI AWSMADE AGGRPCAT.S _ �m 0.. `�1 DeL�ucTleLe I a I,RfI'ff1TION t j � E {VOR,lF;RS COMP£NSATIDp)APiD WCSTATV- 9Th1,�T EMPLO'eB 'UABILIT`! 'JLZLI9YIJMI,S � — EL,CACHACCIDENT S Cl OISCASi-CA G.I OYEF. e w. — DISEAM-FOLICY LIMIT OTHER PGECEIFTION BF OPERpTIOP1.9160CATIUk5N6HICLcSIEXCVJa1CJN$Ap0F.0 BY flNgOWSF.M:HTISPECI1nL f+FlOVISIONS $50fJ0 C'PidRJ'.IV"r.'IJ !7E770C]^.ZAI,P I','T�pt7 L'%iR 4'�i'OCDtIT:D:ITCF. 124: P.I+:.T-S ".uTl 7[5i'f CS?ililu. .E.ad'.r.NT.SZti.Pt S:C.T C'PT.V.r' 0' T. Y CT('Jyl rears fll rpr ""T'L r) T Inl) mloy,, 12T'*l7 fY prd aA[}f f011 (05101) T9XS vOTYL n1TIl }), A'TTXAIk1 1 !O AEC-` SSfSu f'1 J6ry L .1 17d"1 Jrl d L ", r I111 �. CERTIF[CIAT.....eu__E 11171,OLr' a AnomrnAl INSURED MISUPER L IT0, C.G,PfCEI LPa'fIC!N SIICIULD£fIY OF THE ACOVF DEJL'CA5O PCLDIES PP OANCFI!.5U PCPOnE THE EXPIRATION CYTY OF PAT�'4r ,�„�.Ll.T3'�'L�vii �11c ,nfncoa-,TIIF SN"Vn.a v-ILL CilncevrP DAYj VJRII TEf 41Ff I,"d Oh' .L'��G'17�,f irfA�LE)T�C�!J).1 'SZ.�.�'T$ f191'ICE TIJ l'!I£6k1i TIFIdATF HLILG�R NANIED TU THt LEFT,CUT FAILUR7'f0 Nwl 50 SkIALL S 00 1tiU3{;(YA I'c; C'A.NLYLq WAY I OC��iv`(�OpLIGATIOTI dll NAL'ILIIY OF ANY HIND QJ Oi!THE INSURER,1T3 AGSYTa ON V uJl,.%D'7 S'i�k5a'74"+T;, cn 9:d? 62, �➢1LP¢E.,ur�v.:p_�.,o.. . _ A J'f61G}iDt".ti AETRESENT/1T'/: wa� 11 p 1�a -OHUzS"sl�'hI'Ti - . . . e DEC-23-2002 NON 11 :43 AM REYHOLDS INS FAX NO, 883 9145 P, 05/05 m,. 09117Y02 Vc'rn't;a r-2-11 r.",GalUh-Y 64=a)p PR04342849 t.,.:*Cd W, Clau6s Construction, Inc. Gr, American International Specialty Lines Insurance Co. J'(.a mu;_._s THE mS., 01.11IN€111D If f,,R2b,'wN?- i '"M^.'.Si.6'M C','4q AMIM4,1.➢NTVFVAi7 :'"3S�'S'''c'.ir;1!��1��Z,�,"1til�,�(`r'f P'l='fU'1,7' Ii.-�rT3C.;��:,fs:)✓7fir" Ti�'r,1679�.� 1GJ3: Turnar ConUtruction Co (Ca F'o any f7, '"mid:':) i1Ve:; '1 1h7"11'gl�J:.i;i1 fit;';'J(7e;.'';i;_5 tF u7i: wyo'l N--,,47a;S,;:t:;i '7;liT^ :^7�V��J;(ki'.ti17 In %,i v°1 t i7i yilil.sl'�41t,77""%i'Ll CJl7;CeF�i ':713 i1%g Ii; '13 11, a`,l uI,.z, wJeY] N, P"p' P13L,i u D b,vi[i�w7ikd t: vn li-aufcd thl ,rFr;i;ia] ?" Glf _�I�.J,)yi ,li]�;n*ui in dlY �h&A-0Q a'r l i : f � ,i 1(Ie,Jd m,,,� 4f .-a-"efa'kK A, u wij c, 6-Sf4 U,,dy Whit mve ,' rG,to 4'Id7;=fWMIa y e"N'VJng r".A5,lf,( fi;1LY f'n,"� 'i5�, ('1 A7711'�i�i'7:fqi F.: N:1 . 3 �,' CmV:a;71" Ii�ilF41i° f , kfh: (n:'.!Jf d, C VC'a.y,'15Iw d;0r)M, "i Vo 6%:� Is Q741 (tt]H( i. M,3kir!'2;1L—:"t7 I inidP e7ff'7,7 , IIi,,QIitfdaa 2S,, rf171J,w i,I=y 13'JQ;7F3 G'C c.l R"'79F°:';P :i13 Pq f'av'?;r 1}i"7 "i^(�$-;i,'':Ehi Iii,'!;i(j I"V llp UI �d 2 f1), CI a-t,t� 1 GJ'1ti' a7'iC1=+1f,rQ-I;AFC;d l7`y'?W".:.T wi-I eid 0.r it d',,5;',izly G)1'=:If i`161;TC:^i{iAi I cb.6S1 Yllta (1EIl10 o (1<aIjI(Ity of I:.dIaq 1)C,1,ikv M Ulu1:c?!;1 Ski,r:;79{Jislt;A(,$Id liYf=;�.t1:i�r;i!J s:;'E�:7.6Z=7�S1Iil 1;1"'ra.il'rYi3, 41T fr}I�SIu','-1'<'iiiil;:l i�l�V(IYd iL'[`:i1)({"t`"r7(1J STATE P.O BOX420807,SAN FRANCISCO, CA 94142-08137 COMPENSATION - - AINY F,Am0'E FU NLJ CERTIFICATE OF WORKERS 3COMPENSATION INSURANCE JAAANUARY 1, 2003 PouaYNuMBER;, 046-03 UNIT 00110,12 : .: .� ' CERTIFICATE EXPIRES ' 1-'1-0 CITY Or, PALM SP,RINGB DEPT OF ,PROCUREMad CONTRACTS 3200 TAHQUITZ CANYON IN PALM SPRINGS CA. 92262 "� � JOB: .PHASE I', 'CONVENTION OTR EXPANSION• SELECTIVE ',DEMO-," L LIT ION C l —.�919 PROJECT- NO .. 1 This is to certify that we have Issued a valid Workers' Compensation Insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period-indicated:--- . - ----- -_ - _ - — This policy is not subject to cancellation by the Fund except upon teYnpys'advance written notice to the employer., - We will also give you T�-,�days'advance notice should this policy be cancelled prior to its normal expiration. This certificate of.insurance Is not an Insurance policy and does not amend, erxtend or alter the coverage afforded by the. p standing any requirement, term, or condition''-of;any; contract` 'or Iother document',with -- -- = policies listed herein. Notwithstanding , respect to:which-this ceitificafe-of Insurance may ca issued or may pertain, then Insurance,afforded by.,the,policies, described herein,is subject to all the terms;exclusions and conditions of such policies.- AUTHORIZED REPRESCNTATIVE: PRCSIDENT EMPLOYER-S LIABILITY,LIMIT INCLUDING DEFENSE' COSTS: $1,000,000 PER OCCURRENCS,- ENDORSEMENT #0015, ENTITLED,ADDITIONAL INSURED EMPLOYER EFFECTIVE_ 01/01/03 IS ATTACHED TO "DiFORdS A PART OF ,THIS POLICY. 14AME OF ADDITIONAL. INSURED: CITY OF PALM-SPRINGS ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS-NOTICE' EFFECTIVE . 01/01./03 IS ATTACHED TO AND FORMS A. PART,OF TIiIS POLICY.. { EMPLOYER .. - .. cuAUSS CONSTRUCTION 8956 WINTER GARDENS, BLVD - IJSESIDE CA 92040_„, 02/05/2003 11: 43 G193904g44 CLAUSS CONST PAGE 01 Pro r 71 289-7676 THIS CERTIFICATE IS ISSUED AS A Mq'TfER OF INFORMATION B HYgh Tower Ins SerV1 CE3, S31C• ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, A . ox 12 D57 THIS CERTIFICATE DOES ry0T AMEND, EXTEND OR ALTER THE, Hit CA. 92$59-8D57 COVERgGE AFFOflDEtl gV THE POLICIES BELOW, NU 1r;UVI;KAU4 Company k �£t? Insured Dampany Interstate Fire & Casual ty CCAV501.ATs 6 company Clausa construction, c Firemand r s Fund Insuranoe Company 8956 Winter Gardens Blvd. cpmpeny Liberty Mutual) Insurance Company 0 T141S IS TO CERTIFY THAT THE, POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE POP THEP041CY INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY DE ISSUED OR MAY PERTAIN, THE INSURANCE AFPORDEC BY THS POLICIES DESCRIBED HEFEIN I$SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE SEEN REDUCED DY PAID CLAIMS CO POLICY POLICY TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EXPIRATION LIMITS LTR DATE pgTE GENERAL LIABILITY General A re ate CUMM.rplel Qeaatal Liabilit Clolme Meda tOeeur Pleeucp'Ir Advlofod D e A a Paispnal h Advar[ism InldrY Owner'a&Cpn[laafpr'a pre[ectiva Each Occurronca 6 Fire Dama a lan 1 Flal Medical Ex ense Ian one ennui I AUTOMOBILE LIABILITY B Any Ao[o BA 6119321 01/13/03 01/13/04 camolned single 0.11 Owned Autos Bodily Injury Schad{de0 AF, (per person) a HIreO Auto. Sovy Irea,y Non-Ownetl Autos Im e0010MO Co�nl �lLnazl_ l000/l000 Prapprry Oarnaaa GARAGE LIABILITY Auto Only-E.Fa Accident 6 ny Aueo Other Than Auto Only � Each Accident e A iC a[0 e EXCESS LIABILITY Each Oeeurw o p Umorent Farm LQ1B71077021-021 01/13/03 09/17/04 Ara ete a Omar Then Umhreile Fprm WORKERS' COMPENSATION Stavror Umll Omer EMPLOYERS' LIABILITY EL Each AcwtLI.Ient e The Proprietor/ Inc) Pertnoca/F,necutrva EL Oleeeee-Pel4 OWL Offlcels are; Exel FL O,eeasa•Ee Em to as It R OTHE C lHt Marine MSI 9$401729 01113f03 01/13/04 317 981 Deductible C ired/Leased/Bor MXI 98401729 0l/13/03 01/13f04 50, 050 2, 500 DESCRIp ONO OPERATIONS/LOnnn CATIONS/VEHICLES/SPECIALITEMS Oerti,ficate ,holder is named as additional insured, Project Warne: Phase 1 :onvention Center Expansion, Selective Demolition. Project No. 02-19-1 18 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES RE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL E�MAIL ;}0'DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE City Of Palm Springs LEFT, Dept Of Procurement & Contracts 3200 Tahquitz Canyon Way ut p xe epreaente rve Palm Springs, Ca 92262 (1 e: . H ; 4 S1 du } C�xS lte ' ins ; 4 .. i ,t' ` t'th IRA WO J !!t�" " FI,OS'I i., .< Fe,Q<.� atr , ; � F . I r