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HomeMy WebLinkAboutContract `y.✓ CAG-07-202 -. Document A101 — 1997 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM �1 I AGREEMENT made as of the 7✓YU day of Jai. in the year of d g . (In words, indicate day,month and year) i ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, address and other information) completion.The author may also have revised the text of the original City of Renton-Facilities Division,Municipality AIA standard form.An Additions and City of Renton Deletions Report that notes added Facilities Division-Fifth Floor information as well as revisions to 1055 South Grady Way the standard form text is available Renton,WA 98057 from the author and should be Telephone Number:425-430-6605 reviewed.A vertical line in the left Fax Number:425-430-6603 margin of this document indicates where the author has added and the Contractor: necessary information and where (Name,address and other information) the author has added to or deleted from the original AIA text. United Pacific Structures,Inc.,General Corporation This document has important legal P.0.Box 1640 consequences. Consultation with an 3214-50th Street Court N.W., #204 attorney is encouraged with respect Gig Harbor,WA 98335 to its completion or modification. Telephone Number:253-853-3997 AIA Document A201-1997,General Fax Number: 253-853-7370 Conditions of the Contract for Construction,is adopted in this The Project is: document by reference.Do not use (Name and location) with other general conditions unless this document is modified. Activity Buildings ADA Upgrades Philip Arnold and Kennydale Lions Parks This document has been approved and endorsed by The Associated The Architect is: General Contractors of America. (Name,address and other information) Gensler 1524 Fifth Avenue Suite#300 Seattle,WA 98101 Telephone Number 206-654-2120 Fax Number 206-654-2121 The Owner and Contractor agree as follows. AIA Document A101 TM-1997.Copyright ©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA'Document is protected by U.S.Copyright Law and International Treaties. 1 Unauthorized reproduction or distribution of this AlA'Document;or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:24:38 on 01/03/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (3662373480) Name ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary and other Conditions),Drawings,Specifications,Addenda issued prior to execution of this Agreement,other documents listed in this Agreement and Modifications issued after execution of this Agreement;these form the Contract,and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations,representations or agreements,either written or oral.An enumeration of the Contract Documents,other than Modifications,appears in Article 8. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents,except to the extent specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION §3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement if it differs from the date of this Agreement or, if applicable,state that the date will be fixed in a notice to proceed.) If,prior to the commencement of the Work,the Owner requires time to file mortgages,mechanic's liens and other security interests,the Owner's time requirement shall be as follows: §3.2 The Contract Time shall be measured from the date of commencement. §3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than 90 days from the date of commencement,or as follows: (Insert number of calendar days.Alternatively,a calendar date may be used when coordinated with the date of commencement. Unless stated elsewhere in the Contract Documents, insert any requirements for earlier Substantial Completion of certain portions of the Work) Portion of Work Substantial Completion Date ,subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any,for liquidated damages relating to failure to complete on time or for bonus payments for early completion of the Work.) If the Contractor fails to complete the Work by the FINAL COMPLETION DATE(or such extension of that date which might be granted by the Owner),he agrees to abide by all provisions of the Contract. In adition,Liquidated Damages in the amount of Two Hundred Dollars($200.00)will be assessed for each calendar day that the COntractor exceeds the"FINAL COMPLETION DATE". ARTICLE 4 CONTRACT SUM §4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract:The Contract Sum shall be Three Hundred Sixty-three Thousand Sixty-nine Dollars and Zero Cents ($ 363,069.00),subject to additions and deductions as provided in the Contract Documents. Ae2/ 00 (Base bid $333, 396. 69 + $29, 672. 31 WSST of 8.9%=$363, 069. 00) §4.2 The Contract Sum is based upon the following alternates,if any,which are described in the Contract Documents and are hereby accepted by the Owner: AIA Document A101 TM-1997.Copyright ©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AlA® Document is protected by US.Copyright Law and International Treaties. 2 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:24:38 on 01/03/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (3662373480) *o rr' w (State the numbers or other identification of accepted alternates.If decisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires) §4.3 Unit prices,if any,are as follows: Description Units Price($0.00) ARTICLE 5 PAYMENTS <_ §5.1 PROGRESS PAYMENTS §5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect,the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. §5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month,or as follows: (Paragraphs deleted) §5.1.3 The City of Renton operates on a two-week cycle according to the 2008 Accounts Payable Calendar,a copy of which will be provided to the Contractor. Applications for Payment must be received by the Owner a minimum of one week prior to any Purchase Order cutoff date to be processed in that run. §5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents.The schedule of values shall allocate the entire Contract Sum among the various portions of the Work.The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy,as the Architect may require. This schedule,unless objected to by the Architect,shall be used as a basis for reviewing the Contractor's Applications for Payment. §5.1.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. §5.1.6 Subject to other provisions of the Contract Documents,the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values,less retainage of (5% ). Pending final determination of cost to the Owner of changes in the Work,amounts not in dispute shall be included as provided in Section 7.3.8 of AIA Document A201-1997; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or,if approved in advance by the Owner,suitably stored off the site at a location agreed upon in writing),less retainage of 5%; .3 Subtract the aggregate of previous payments made by the Owner;and .4 Subtract amounts,if any,for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201-1997. AIA Document A101 Tia—1997.Copyright ©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA' Document is protected by U.S.Copyright Law and international Treaties. 3 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:24:38 on 01/03/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (3662373480) Niro §5.1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances: .1 Add,upon Substantial Completion of the Work,a sum sufficient to increase the total payments to the full amount of the Contract Sum,less such amounts as the Architect shall determine for incomplete Work,retainage applicable to such work and unsettled claims;and (Section 9.8.5 of AIA Document A201-1997 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.) .2 Add,if final completion of the Work is thereafter materially delayed through no fault of the Contractor,any additional amounts payable in accordance with Section 9.10.3 of AIA Document A201-1997. §5.1.8 Reduction or limitation of retainage,if any,shall be as follows: (If it is intended,prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Sections 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) §5.1.9 Except with the Owner's prior approval,the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. §52 FINAL PAYMENT §5.2.1 Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the Contractor when: .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201-1997,and to satisfy other requirements, if any,which extend beyond final payment;and .2 a final Certificate for Payment has been issued by the Architect. §5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment,or as follows: ARTICLE 6 TERMINATION OR SUSPENSION §6.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-1997. §6.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-1997. ARTICLE 7 MISCELLANEOUS PROVISIONS §7.1 Where reference is made in this Agreement to a provision of AIA Document A201-1997 or another Contract Document,the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. §7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below,or in the absence thereof,at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) ( )per annum AIA Document A101111-1997.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA Document is protected by U.S.Copyright Law and International Treaties, 4 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:24:38 on 01/03/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (3662373480) err' 'N`'✓ (Usury laws and requirements under the Federal Truth in Lending Act,similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions or modifications,and also regarding requirements such as written disclosures or waivers.) §7.3 The Owner's representative is: (Name,address and other information) Peter Renner City of Renton Facilities Division-Fifth Floor 1055 South Grady Way Renton,WA 98057 Telephone Number:Same Fax Number:Same Mobile Number:425-766-5209 prenner@ci.renton.wa.us §7.4 The Contractor's representative is: (Name,address and other information) Jim Bozich P.O.Box 1640 3214-50th Street Court N.W., #204 Gig Harbor,WA 98335 §7.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party, §7.6 Other provisions: ARTICLE 8 ENUMERATION OF CONTRACT DOCUMENTS §8.1 The Contract Documents,except for Modifications issued after execution of this Agreement,are enumerated as follows: §81.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement Between Owner and Contractor,AIA Document A101-1997. §8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Contract for Construction,AIA Document A201-1997. §8.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated December 01,2007,and are as follows Document 00800 Title:Special Conditions Pages 3 Document 00810 Title: Insurance Provisions Pages 3 §8.1.4 The Specifications are those contained in the Project Manual dated as in Section 8.1.3,and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) ITitle of Specifications exhibit: Kennydale and Philip Arnold Activity Buildings ADA Upgrades,Bidding Manual §8.1.5 The Drawings are as follows,and are dated unless a different date is shown below: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) AIA Document A101 TM-1997.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Ale Document is protected by U.B.Copyright Law and International Treaties. 5 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:24:38 on 01/03/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (3662373480) Title of Drawings exhibit:December 7,2007 ARCHITECTURAL A00.00 Drawing Index,Vicinity Map,Location Map&Project Information A00.01 Graphic Symbols A00.10 General Notes A00.11 General Notes Cont.&Schedules A00.20 Sheet Spec A00.21 Sheet Spec Cont. A00.22 Sheet Spec.Cont. A00.23 Sheet Spec.Cont. A00.24 Sheet Spec.Cont. A00.25 Sheet Spec.Cont. A00.26 Sheet Spec.Cont. A00.27 Sheet Spec.Cont. A00.28 Sheet Spec.Cont. A00.40 Typical Information A01.01 Demolition Plan A02.01 Construction Plan A04.01 Reflected Ceiling Plan A09.01 Exterior Elevations Al 1.01 Interior Elevations Al2.01 Typical Details Al2.02 Partition Types Al2.03 Partition Types&Typical Details STRUCTURAL(DATED 07.12.2007) S101 Elevations&Details S102 Sections&Details §8.1.6 The Addenda,if any,are as follows: Number Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 8. §8.1.7 Other documents,if any,forming part of the Contract Documents are as follows: (List here any additional documents that are intended to form part of the Contract Documents.AIA Document A201- 1997 provides that bidding requirements such as advertisement or invitation to bid,Instructions to Bidders,sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) AIA Document A101 TM-1997.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Ale Document is protected by U.S.Copyright Law and International Treaties, 6 Unauthorized reproduction or distribution of this AlAe Document,or any portion of it,may result In severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law, This document was produced by AIA software at 15:24:38 on 01/03/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (3662373480) This Agreement is entered into as of the day and year first written above and is executed in at least three original copies,of w ►46 'ch one is to be delivered to the Contractor,one to the Architect for use in the administration of the Contract, • he remainder i the Owner. %; , OWNER(Signature) NTRACTOR(Signature) Denis Law,Mayor Jim Bozich,President (Printed name and title) (Printed name and title) Attest/Signature --)011/Q4A Michele Neumann, Deputy City Clerk AIA Document A101 TM-1997.Copyright ©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Ale Document is protected by U.S.Copyright Law and International Treaties. 7 Unauthorized reproduction or distribution of this AlA" Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:24:38 on 01/03/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (3662373480) Bond No. : 6431580 AIA Document A312 Nr.0, performance Bond Conforms with,the American Institute of Architects,AIA Document A312. Any singular reference to Contractor, Surety,Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Principal Place of Business): United Pacific Structures,Inc. First National Insurance Company of America P.O.Box 1640, P.O.Box 34670, Gig Harbor,WA 98335 Seattle,WA 98124-1670 OWNER(Name and Address): City of Renton 1055 S.Grady Way, Renton,WA 98055 CONSTRUCTION CONTRACT Date: 01/09/2008 Amount:THREE HUNDRED SIXTY-THREE THOUSAND SIXTY-NINE AND NO/100THS Dollars($363,069.00) Description(Name and Location): Activity Buildings ADA Upgrades-Contract No. CAG-07-202 Philip Arnold and Kennydale Lions Parks BOND Date (Not earlier than Construction Contract Date): 01/11/2008 Amount:THREE HUNDRED SIXTY-THREE THOUSAND SIXTY-NINE AND NO/100THS Dollars($363,069.00) Modifications to this Bond: None I I See Page 2 CONTRACTOR AS PRINCIPAL SURETY Company: United Pacific Structures,Inc. (Corporate Seal) Company: First National Insurance Company(Corporate Seal) of America Si Signature: 11✓,e,�.,t�e 'N f. IAO— Name aJim Bozich, President Name andTitl` Julie R.MeGee—Attorne In-Fact (Any additional signatures appear on page 2.) Attorney-In-Fact INFORMATION ONLY-Name,Address and OWNER'S REPRESENTATIVE (Architect, Engineer or other Telephone)AGENT or BROKER: Bratrud Middleton Insurance a 1201 Pacific Avenue,Suite 1000, p ) Tacoma,WA 98402-4321 1 The Contractor and the Surety,jointly and severally, bind themselves, perform the Construction Contract, but such an agreement shall their heirs,executors,administrators,successors and assigns to the Owner for not waive the Owner's right, if any, subsequently to declare a the performance of the Construction Contract, which is incorporated herein Contractor Default;and by reference. 3.2 The Owner has declared a Contractor Default and formally 2 If the Contractor performs the Construction Contract,the Surety and the terminated the Contractor's right to complete the contract. Such Contractor shall have no obligation under this Bond,except to participate in Contractor Default shall not be declared earlier than twenty days conferences as provided in Subparagraph 3.1. after the Contractor and the Surety have received notice as 3 If there is no Owner Default, the Surety's obligation under this Bond provided in Subparagraph 3.1;and shall arise after: 3.3 The Owner has agreed to pay the Balance of the Contract 3.1 The Owner has notified the Contractor and the Surety at its address Price to the Surety in accordance with the terms of the Construction Contract or to a contractor selected to perform the described in Paragraph 10 below that the Owner is considering Construction Contract in accordance with the terms of the declaring a Contractor Default and has requested and attempted to contract with the Owner. arrange a conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such notice to discuss methods of 4 When the Owner has satisfied the conditions of Paragraph 3, the performing the Construction Contract. If the Owner,the Contractor and Surety shall promptly and at the Surety's expense take one of the the Surety agree, the Contractor shall be allowed a reasonable time to following actions: SURETY 5026(6-92) S-1852JGEEF1O/99 Page 1 of 2 4.1 Arrange for the Contractor,with consent of the Owner,to perform 7 The Surety shall not be liable to the Owner or others for obligations of and complete the Construction Contract;or the Contractor that ar related to the Construction Contract, and the 4.2 Undertake to perform and completeonstruction Contract Balance of the Contraoiot:e shall not be reduced or set off on account of itself,through its agents or through independontractors;or any such unrelated obligations, No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, 4.3 Obtain bids or negotiated proposals from qualified contractors administrators or successors. acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for 8 The Surety hereby waives notice of any change, including changes of execution by the Owner and the contractor selected with the Owner's time, to the Construction Contract or to related subcontracts, purchase concurrence, to be secured with performance and payment bonds orders and other obligations. executed by a qualified surety equivalent to the bonds issued on the 9 Any proceeding,legal or equitable,under this Bond may be instituted Construction Contract, and pay to the Owner the amount of damages in any court of competent jurisdiction in the location in which the work or as described in Paragraph 6 in excess of the Balance of the Contract part of the work is located and shall be instituted within two years after Price incurred by the Owner resulting from the Contractor's default;or Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its 44 Waive its right to perform and complete, arrange for completion, obligations under this Bond,whichever occurs first. If the provisions of this or obtain a new contractor and with reasonable promptness under the Paragraph are void or prohibited by law, the minimum period of limitation circumstances: available to sureties as a defense in the jurisdiction of the suit shall be applicable. 1 After investigation,determine the amount for which it may 10 Notice to the Surety, the Owner or the Contractor shall be mailed or be liable to the Owner and,as soon as practicable after the delivered to the address shown on the signature amount is determined, tender payment therefor to the g page. Owner;or 11 When this Bond has been furnished to comply with a statutory or other .2 Deny liability in whole or in part and notify the Owner legal requirement in the location where the construction was to be citing reasons therefor. performed, any provision in this Bond conflicting with said statutory or 5 If the Surety does not proceed as provided in Paragraph 4 with legal requirement shall be deemed deleted herefrom and provisions reasonable promptness, the Surety shall be deemed to be in default on this conforming to such statutory or other legal requirement shall be deemed Bond fifteen days after receipt of an additional written notice_from the incorporated herein. The intent is that this Bond shall be construed as a Owner to the Surety demanding that the Surety perform its obligations statutory bond and not as a common law bond. under this Bond, and the Owner shall be entitled to enforce any remedy 12 DEFINITIONS available to the Owner. If the Surety proceeds as provided in Subparagraph 4.4,and the Owner refuses the payment tendered or the Surety has denied 12.1 Balance of the Contract Price:The total amount payable by the liability, in whole or in part, without further notice the Owner shall be Owner to the Contractor under the Construction Contract after all entitled to enforce any remedy available to the Owner. proper adjustments have been made, including allowance to the to complete the Contractor of any amounts received or to be received by the Owner in 6 After the Owner has terminated the Contractor's right p settlement of insurance or other claims for damages to which the Construction Contract, and if the Surety elects to act under Subparagraph Contractor is entitled,reduced by all valid and proper payments made 4.1,4.2, or 4.3 above, then the responsibilities of the Surety to the Owner to or on behalf of the Contractor under the Construction Contract. shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the 12.2 Construction Contract: The agreement between the Owner and limit of the amount of this Bond,but subject to commitment by the Owner the Contractor identified on the signature page, including all Contract of the Balance of the Contract Price to mitigation of costs and damages on Documents and changes thereto. the Construction Contract,the Surety is obligated without duplication for: 12.3 Contractor Default Failure of the Contractor,which has neither 6.1 The responsibilities of the Contractor for correction of defective been remedied nor waived, to perform or otherwise to comply with work and completion of the Construction Contract; the terms of the Construction Contract. 6.2 Additional legal, design professional and delay costs resulting 12.4 Owner Default: Failure of the Owner, which has neither been from the Contractor's Default,and resulting from the actions or failure remedied nor waived, o pay the Contractor as required by the to act of the Surety under Paragraph 4;and Construction Contract or to perform and complete or comply with the other terms thereof.: 63 Liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor. MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address: Address: S-1852JGEEF 10/99 Page 2 of 2 Bond No. : 6431580 AIA Document A312 Nape Payment Bond Conforms with the American Institute of Architects,AIA Document A312. Any singular reference to Contractor,Surety,Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Principal Place of Business): United Pacific Structures,Inc. First National Insurance Company of America P.O.Box 1640, P.O.Box 34670, Gig Harbor,WA 98335 Seattle,WA 98124-1670 OWNER(Name and Address): City of Renton 1055 S.Grady Way, Renton,WA 98055 CONSTRUCTION CONTRACT Date: 01/09/2008 Amount: THREE HUNDRED SIXTY-THREE THOUSAND SIXTY-NINE AND NO/100THS Dollars($363,069.00) Description(Name and Location): Activity Buildings ADA Upgrades-Contract No. CAG-07-202 Philip Arnold and Kennydale Lions Parks BOND Date(Not earlier than Construction Contract Date): 01/11/2008 Amount: THREE HUNDRED SIXTY-THREE THOUSAND SIXTY-NINE AND NO/100THS Dollars($363,069.00) Modifications to this Bond: n None See Page 2 CONTRACTOR AS PRINCIPAL SURETY Company: United Pacific Structures,Inc. (Corporate Seal) Company: First National Insurance (Corporate Seal) Company of America Signatur Signature: � -t Q 1i%1C Name and Ti e: Jim Bo z i ch, President Name and Title% ulie R.McGee—Attorney-In-Fact (Any additional signatures appear on page 2.) (FOR INFORMATION ONLY-Name,Address and OWNER'S REPRESENTATIVE (Architect, Engineer or other Telephone)AGENT or BROKER: Bratrud Middleton Insurance party): 1201 Pacific Avenue,Suite 1000, Tacoma,WA 98402-4321 1 The Contractor and the Surety,jointly and severally, bind themselves, 3 With respect to Claimants, this obligation shall be null and void if their heirs, executors,administrators,successors and assigns to the Owner to the Contractor promptly makes payment, directly or indirectly, for all pay for labor,materials and equipment furnished for use in the performance sums due. of the Construction Contract,which is incorporated herein by reference. 4 The Surety shall have no obligation to Claimants under this Bond 2 With respect to the Owner, this obligation shall be null and void if the until: Contractor: 4.1 Claimants who are employed by or have a direct contract with the Contractor have given notice to the Surety (at the address 2.1 Promptly makes payment, directly or indirectly, for all sums due described in Paragraph 12) and sent a copy, or notice thereof, to Claimants,and the Owner,stating that a claim is being made under this Bond and, 2.2 Defends, indemnifies and holds harmless the Owner from claims, with substantial accuracy,the amount of the claim. demands, liens or suits by any person or entity whose claim,demand, 4.2 Claimants who do not have a direct contract with the lien or suit is for the payment for labor, materials or equipment Contractor: furnished for use in the performance of the Construction Contract, .1 Have furnished written notice to the Contractor and sent a provided the Owner has promptly notified the Contractor and the copy,or notice thereof, to the Owner, within 90 days after Surety (at the address described in Paragraph 12) of any claims, having last performed labor or last furnished materials or demands, liens or suits and tendered defense of such claims,demands, equipment included in the claim stating, with substantial liens or suits to the Contractor and the Surety,and provided there is no accuracy,the amount of the claim and the name of the art Owner Default. party to whom the materials were furnished or supplied or for whom the labor was done or performed;and SURETY 5026(6-92) S-1853/GEEF 3/00 Page 1 of 2 .2 Have either received a rejection in whole or in part from the the work or part of the work is located or after the expiration of one year • Contractor, or not received within 31' Plays of furnishing the from the date (1) on • ,h the Claimant gave the notice required by above notice any communication froi Contractor by which Subparagraph 4. I or C., 4.2.3, or(2)on which the last labor or service the Contractor has indicated the clairill be paid directly or was performed by anyone or the last materials or equipment were furnished indirectly;and by anyone under the Construction Contract, whichever of(I) or (2) first .3 Not having been paid within the above 30 days, have sent a occurs. If the provisions of this Paragraph are void or prohibited by law,the written notice to the Surety (at the address described in minimum period of limitation available to sureties as a defense in the Paragraph 12) and sent a copy, or notice thereof, to the Owner jurisdiction of the suit shall be applicable. stating that a claim is being made under this Bond and 12 Notice to the Surety, the Owner or the Contractor shall be mailed or enclosing a copy of the previous written notice furnished to the delivered to the address shown on the signature page. Actual receipt of Contractor. notice by Surety,the Owner or the Contractor,however accomplished,shall 5 If a notice required by paragraph 4 is given by Owner to the Contractor be sufficient compliance as of the date received at the address shown on the or to the Surety,that is sufficient compliance. signature page. 6 When the Claimant has satisfied the conditions of Paragraph 4, the 13 When this Bond has been furnished to comply with a statutory or other Surety shall promptly and at the Surety's expense take the following legal requirement in the location where the construction was to be actions: performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions 6.1 Send an answer to the Claimant, with a copy to the Owner, within 45 days after receipt of the claim, stating the amounts conforming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a that are undisputed and the basis for challenging any amounts that are disputed. statutory bond and not as a common law bond. 6.2 Pay or arrange for payment of any undisputed amounts. 14 Upon request by any person or entity appearing to be a potential 7 The Surety's total obligation shall not exceed the amount of this Bond, beneficiary of this Bond, the Contractor shall promptly furnish a copy of and the amount of this Bond shall be credited for any payments made in this Bond or shall permit a copy to be made. good faith by the Surety. 15 DEFINITIONS 8 Amounts owed by the Owner to the Contractor under the Construction 15.1 Claimant: An individual or entity having a direct contract Contract shall be used for the performance of the Construction Contract and with the Contractor or with a subcontractor of the Contractor to to satisfy claims,if any,under any Construction Performance Bond. By the furnish labor, materials or equipment for use in the performance of Contractor furnishing and the Owner accepting this Bond, they agree that the Contract. The intent of this Bond shall be to include without all funds earned by the Contractor in the performance of the Construction limitation in terms"labor, materials or equipment" that part of water, Contract are dedicated to satisfy obligations of the Contractor and the gas, power, light, heat, oil, gasoline, telephone service or rental Surety under this Bond,subject to the Owner's priority to use the funds for equipment used in the Construction Contract, architectural and the completion of the work. engineering services required for performance of the work of the 9 The Surety shall not be liable to the Owner, Claimants or others for Contractor and the Contractor's subcontractors,and all other items for obligations of the Contractor that are unrelated to the Construction which a mechanic's lien may be asserted in the jurisdiction where the Contract. The Owner shall not be liable for payment of any costs or labor,materials or equipment were furnished. expenses of any Claimant under this Bond,and shall have under this bond 15.2 Construction Contract: The agreement between the Owner no obligations to make payments to,give notices on behalf of,or otherwise and the Contractor identified on the signature page, including all have obligations to Claimants under this Bond. Contract Documents and changes thereto. 10 The Surety hereby waives notice of any change, including changes of 15.3 Owner Default:Failure of the Owner,which has neither been time, to the Construction Contract or to related subcontracts, purchase remedied nor waived, to pay the Contractor as required by the orders and other obligations. Construction Contract or to perform and complete or comply with the 11 No suit or action shall be commenced by a Claimant under this Bond other terms thereof. other than in a court of competent jurisdiction in the location in which MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address: Address: S-1853/GEEF 3/00 Page 2 of 2 Noel Nr µ� 4 POWER First National Insurance Company of America m CO OF ATTORNEY Safeco Plaza Seattle,WA 98185 No. 634 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint ***KAMI C.ALLEN;JAMES B.BINDER;PETER J.COMFORT;PEGGY A.FIRTH;BRENT E.HEILESEN;A.NOREEN JACOBSEN; LISA KERSTETTER;JULIE R.MCGEE;JENNIFER L.SNYDER;ANNE E.STRIEBY;KAREN SWANSON;KIP W.VANDEVENTER; ERIC A.ZIMMERMAN;Tacoma,Washin gton*************************************************************■************ its true and lawful attorney(s)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business,and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF,FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents this 15th day of October , 2007 . .116)-)Q7-14(14- STEPHANIE 116f i�1i11 STEPHANIE DALEY-WATSON,SECRETARY TIM MIKOLAJEWSKI,SENIOR VICE-PRESIDENT,SURETY CERTIFICATE Extract from the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business...On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile.On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof." I,Stephanie Daley-Watson ,Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto,are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation } y�f this I v',' day of ci&�'}.�.(o Y`tt rhe J^. _ . ,sotAMCf co (� OOca Rgl�ie SEAL pyo � ;•/1� %� v 1929 .5.) `Pcf• 0f WAS+ � STEPHANIE DALEY-WATSON,SECRETARY S-1049/DF 4/05 • i Safeco5 and the Safeco logo are registered trademarks of Safe=Corporation. 'NEB PDF CityRentonof Phase II : Activity Building / ADA Upgrades Two (2) Locations - Phillip Arnold Park - Kennydale Lions Park BID SET 12 .07 .2007 City of Renton Gensler Community Services Department Architect 1524 Fifth Ave. Facilities Division Suite 300 Seattle, WA 98101 Renton , Washington 206.654.2100 PROJECT INFORMATION DRAWING INDEX ARCHITECTURAL City of Renton A00.00 DRAWING INDEX, VICINITY MAP, Activity Building BUILDING ADDRESS: SEE VICINITY MAP ON SHEET A00.00 LOCATION MAP &PROJECT INFORMATION BLOCK AND LOT NO.: A00.01 GRAPHIC SYMBOLS City of Renton A00.10 GENERAL NOTES Renton,Washington ZONING: A00.11 GENERAL NOTES CONT. & SCHEDULES OCCUPANCY TYPE: A00.20 SHEET SPEC CONSTRUCTION TYPE: A00.21 SHEET SPEC CONT. FIREPROOFING: 1919 SF A00.22 SHEET SPEC CONT. 1524 Fifth Avenue A00.23 SHEET SPEC CONT. Suite 300 BUILDING AREA: Seattle WA 98101 A00.24 SHEET SPEC CONT. Gensler Telephone 206.654,2100 Facsimile 206,654.2121 PERMIT INFO: KENNYDALE LIONS PARK A00.25 SHEET SPEC CONT. PERMIT NUMBER: 8060018 PHILLIP ARNOLD PARK A00.26 SHEET SPEC CONT. PERMIT NUMBER: 8060019 A00.27 SHEET SPEC CONT. A00.28 SHEET SPEC CONT. A00.40 TYPICAL INFORMATION VICINITY MAP A01.01 DEMOLITION PLAN A02.01 CONSTRUCTION PLAN I A leeue Date&Issue Description By Check V ,, — 01 06/25/07 KMS HS CLIENT A04.01 REFLECTED CEILING PLAN CLIENT REVIEW 02 06/21/07 AS HS N, A09.01 EXTERIOR ELEVATIONS CLIENT REVIEW 1. 4/MERCER ISLAND 03 12/07/07 CPA/ HS A11.01 INTERIOR ELEVATIONS ISSUE FOR BID EWPORT HILLS o Al2.01 TYPICAL DETAILS — — Al2.02 PARTITION TYPES I LAKE WASHINGTON xe nrre sr Al2.03 PARTITION TYPES & TYPICAL DETAILS 0 ISITE =RYN MAWR O I NN ® SKYWAY STRUCTURAL (DATED 07.12.2007) —-- I RENTON iv, S 101 ELEVATIONS & DETAILS — — S 102 SECTIONS&DETAILS MAPLEWOOD KENNYDALE LIONS PARK 2428 ABERDEEN AVE N.E. (1) .North 18ae1/Signature VICINITY MAP BRYNMAWR\ fie 0 SKYWAY 398RENTON I Project Name • City of Renton — Phase II Activity Buildings /ADA Upgrades Q ' SITE I Project Number 0 g MAPLEWOOD 32.7137.000 3 I CAD File Name A00-00 MSS W I Description $ ecus aovmrtv.. INDEX I sum, PHILLIP ARNOLD PARK A00.00 720 JONES AVE SOUTH EB Ref.North 02007 Gensler GRAPHIC SYMBOLS (CONT) GRAPHIC SYMBOLS (CONT) GRAPHIC SYMBOLS (CONT) GRAPHIC SYMBOLS — POWER AND COMMUNICATION (CONT) POWER AND COMMUNICATION (CONT) REFLECTED CEILING CONSTRUCTION City of Renton ® SURFACE FLOOR MTD,SINGLE RECPT I CR I CARD READER ER SURFACE FLOOR MTD,DUPLEX RECPT 181 ELECTRIC DOOR BELL PUSH 0 Activity Building ::: B ELECTRIC DOOR BELL ACOUSTICAL CEILING AND GRID COLUMN GRID REFERENCE NUMBER SURFACE FLOOR MTD,QUAD RECPT COLUMN GRID LINES AND REFERENCE NUMBER I SURFACE FLOOR MTD,COMBO DUPLEX&VOICE/DATA RECPT IC I NTERCOM mann EXISTING CONSTRUCTION TO REMAIN City of Renton SURFACE FLOOR MTD,COMBO QUAD&VOICE/DATA RECPTS ® REMOTE DOOR RELEASE BUTTON X'-X" =__= EXISTING CONSTRUCTION TO BE DEMOLISHED Renton,Washington CEILING HEIGHT CHANGE SYMBOL I MS I MOTION SENSOR NEW PARTITION SURFACE FLOOR MTD,COMBO DUPLEX,AUDIO VISUAL AND VOICE/DATA RECPTS X'-X" IA INTRUSION ALARM Ec=I 1 HR.RATED PARTITION 4 ] SURFACE FLOOR MTD,COMBO QUAD,AV&VOICE/DATA RECPTS n ELECTRIC DOOR HINGE ® FINISH CEILING HEIGHT SYMBOL =sot 2 HR.RATED PARTITION ❑p SURFACE FLOOR MTD,VOICE/DATA RECPT3 HR.RATED PARTITION H ELECTRICAL DOOR HOLD OPEN GRID STARTPOINT SYMBOL mina m 4 HR.RATED PARTITION M SURFACE FLOOR MTD,DATA RECPT I DRI ELECTRICAL DOOR RELEASE /All\ CEILING FINISH TAG MRIZMD, SMOKE PARTITION y SURFACE FLOOR MTD,VOICE RECPT [DCI ELECTRICAL DOOR MONITOR CONTACT MS I MOSTION SENSOR —O.—— EGRESS PATH PRIMARY KV SURFACE FLOOR MTD,AV RECPT ODO DOUBLE DOOR MONITOR CONTACT C CEILING MOUNTED SPEAKER —>—— EGRESS PATH SECONDARY Suite 300 4 Fifth venue © SURFACE FLOOR MTD,SYS WORKSTATION PANEL POWER INFEED I EL I ELECTRIC LOCKSET ���,! ---- MILLWORK Seattle WA 98101 I KSI ELECTRIC KEY SWITCH EX CEILING MOUINTED CAMERA %�� MILLWORK ABOVE Gensler Telephone 206.654.2100 ySURFACE FLOOR MTD,SYS WORKSTATION PANEL VOICE INFEED Facsimile 206.654.2121 n ELECTRIC STRIKE SD CEILING MOUNTED SMOKE DETECTOR Mk DETAIL NUMBER 0 SURFACE FLOOR MTD,CONDUIT STUB LIP,AV I ML I MAGNETIC LOCKSET -SHEET NUMBER _ 3 CEILING MOUNTED EXIT SIGN '�1� O SURFACE FLOOR MTD,CONDUIT STUB UP,POWER ® FLUSH FLOOR MTD,SINGLE RECPT FL12.NW SIM DESCRIPTION OF SIMILAR OR OPPOSITE Q' SURFACE FLOOR MID,CONDUIT STUB UP,VOICE/DATA I-C4, WALL MOUNTED EXIT SIGN ,,, FLOOR NUMBER AND AREA OR PHASE MI FLUSH FLOOR MTD,DUPLEX RECPT _ E DENOTES EXISTING TO REMAIN AREA TO BE DETAILED \ _/ n FLUSH FLOOR MTD,QUAD RECPT R DENOTES EXISTING TO BE RELOCATED ELEVATION INDICATIONS I@l7G1 FLUSH FLOOR MTD,COMBO DUPLEX&VOICE/DATA RECPT I I FLORESCENT LIGHT FIXTURE Ai LOCATION ON ROW WHERE ELEVATION IS SHOWN DIRECTION OF ELEVATION �� GLASS SYMBOL FLUSH FLOOR MTD,COMBO QUAD&VOICE/DATA RECPTS Pin FLORESCENT LIGHT FIXTURE/EMERGENCY CIRCUIT ilk ROW ON SHEET WHERE ELEVATION IS SHOWN nI r EXISTING LIGHT FIXTURE TO BE REMOVED WI SHEET NUMBER WHERE ELEVATION IS SHOWN . [MU FLUSH FLOOR MTD,COMBO DUPLEX,AUDIO VISUAL AND VOICE/DATA RECPTS �' J issue Data a Issue Description By Check MASONRY COURSING - UNDER CABINET FLORESCENT FIXTURE - 01 06/25/07 KMS HS FLUSH FLOOR MTD,COMBO QUAD,AV&VOICE/DATA RECPTS �-, FLORESCENT STRIP FIXTURE --REVISION REFERENCE NUMBER rv>^�I�I CLIENT REVIEW FLORESCENT PENDANT FIXTURE 02- 08121/07 AS HS ,-.—. REVISION CLOUD DEPICTING ARECLIENT REVIEW WOOD VENEER p FLUSH FLOOR MTD,VOICE/DATA RECPT o RECESSED DOWNLIGHT l"� OFFICE ROOM NAME �p FLUSH FLOOR MTD,DATA RECPT O RECESSED ADJUSTABLE DOWNLIGHT - 03 07 CZW HS ..,----';A'-..,"--:. ISSUE FOR BID STONE Ell FLUSH FLOOR MTD,VOICE RECPT e RECESSED WALL WASHER 1A25 ROOM NUMBER ISSUE I�Io TRACK LIGHTING O SHEETNOTE REFERENCE L� FLUSH FLOOR MTD,SYS WORKSTATION PANEL POWER INFEED 4 SURFACE MOUNTED LIGHT FIXTURE o- WALL TYPE REFERENCE SECTION INDICATIONS 0 FLUSH FLOOR MTD,SYS WORKSTATION PANEL VOICE INFEED p WALL SCONCE ( ) DOOR REFERENCE NUMBER(REFER TO DOOR SCHEDULE) AV FLUSH FLOOR MTD,AV RECPT $ LIGHT SWITCH D 40,U I I DOOR TYPE ACOUSTICAL CEILING TILE DIMMER SWITCH ��� ALUMINUM 1PVOII FLUSH FLOOR MTD,RAISED FLOOR BOX,COMBO POWER,VOICE/DATA $ HARDWARE TYPE MIFLUSH FLOOR MTD,RAISED FLOOR BOX,COMBO POWER,VOICE/DATA,AV 0 RETURN AIR XX XI DOOR NUMBER ������������ BRICK V(XI DOOR TYPE I HARDWARE TYPE II II I II II1' II FLOOR MTD,RAISED FLOOR BOX,AV ® SUPPLY AIR 1111 CARPET O' FLUSH FLOOR MTD,POKE THRU,SINGLE RECPT CIRCULAR DIFFUSER O WINDOW REFERENCE NUMBER(REFER TO WINDOW SCHEDULE) a CONCRETE m LINEAR DIFFUSER (MW01) MILLWORK REFERENCE NUMBER(REFER TO MILLWORK SCHEDULE) FLUSH FLOOR MTD,POKE THRU,DUPLEX RECPT ® EXHAUST FAN ❖..❖•.•e• CONCRETE MASONRY UNIT ioall_M CUTSTONE i) FLUSH FLOOR MTD,POKE THRU,QUAD RECPT + FIRE SPRINKLER ELEVATION DATUM REFERENCE 111=111 i n� FLUSH FLOOR MTD,POKE THRU,COMBO DUPLEX&VOICE/DATA RECPT ACCESS DOOR YY elhll�lle EARTH OR GROUND ID ® Q MATCH LINE SYMBOL Si:Maiiigiri FABRIC WRAPPED PANEL CD) FLUSH FLOOR MTD,POKE THRU,COMBO QUAD&VOICE/DATA RECPTS ALIGN Cw- FLUSH FLOOR MTD,POKE THRU,COMBO DUPLEX,AUDIO VISUAL AND VOICE/DATA POWER AND COMMUNICATION ' I ALIGN WITH ESTABLISHED SURFACES I Seal/SignatureGLASS �N �, RECPTS } n p�GRAVEL O EQUIPMENT TAG(REFER TO EQUIPMENT SCHEDULE) I FA I FIRE ALARM PULL ��V FLUSH FLOOR MTD,POKE THRU,COMBO QUAD,AV&VOICE/DATA RECPTS GYPSUM BOARD �� I FW I FIRE WARDEN STATION ® FLUSH FLOOR MTD,POKE THRU,VOICE/DATA RECPT /5==< WALL MOUNTED FIRE ALARM STROBE FEC WALL MOUNTED,FIRE EXTINGUISHER CABINET ne CS INSULTATION(LOOSE OR BATT) ® FLUSH FLOOR MTD,POKE THRU,DATA RECPT WALL MOUNTED,SINGLE RECPT FE WALL MOUNTED FIRE EXTINGUISHER - INSULATION(RIGID) ® FLUSH FLOOR MTD,POKE THRU,VOICE RECPT Qp WALL MOUNTED,DUPLEX RECPT WALL MOUNTED,QUAD RECPT / F WALL MOUNTED FIRE VALVE WALL MOUNTED FIRE HOSE CABINET vzzzA METAL ® FLUSH FLOOR MTD,POKE THRU,AV RECPT FV ('.'',',:'.•!.',:..' PLASTER v WALL MOUNTED,VOICE/DATA RECPT I Project Name © FLUSH FLOOR MTD,POKE THRU,SYS WORKSTATION PANEL POWER INFEEDWALL MOUNTED,DATA RECPT FVC WALL MOUNTED FIRE VALVE CABINET IIMPIPM PLASTER/LATH 0 e City of Renton Phase II Activity Buildings /ADA Upgrades ___ 0 FLUSH FLOOR MTD,POKE THRU,SYS WORKSTATION PANEL VOICE INFEED ♦ WALL MOUNTED,VOICE RECPT = POWER AND COMMUNICATION NOTES GENERAL NOTES ABBREVIATIONS (CONT) ABBREVIATIONS 1. PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE 1. COMPLY WITH CODES,LAWS,ORDINANCES,RULES,AND REGULATIONS OF PUBLIC T R G A City of Renton LOCATIONS WITH OWNER. AUTHORITIES GOVERNING THE WORK. THK THICK RDR READER GA GAUGE ACCES ACCESSORY TLT TOILET RECES RECESSED GFRC GLASS FIBER REINFORCED ACOUS ACOUSTIC(AL) Activity Building 2. COORDINATE INSTALLATION OF TELECOMMUNICATIONS,DATA AND SECURITY 2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC TRAP TRAFFIC RECPT RECEPTACLE CONCRETE AFF ABBOVEVEFINISHED FLOOR SYSTEMS. AUTHORITIES GOVERNING THE WORK. TRANS TRANSPARENT REF REFER(ENCE) GFRG GLASS FIBER REINFORCED AL ALUMINUM GYPSUM ALT ALTERNATE City of Renton TRIO TREATED REEL REFLECTED GLASS FIBER REINFORCED 3. VERIFY EQUIPMENT SPECIFICATIONS,POWER AND INSTALLATION REQUIREMENTS 3. REVIEW DOCUMENTS,VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM TOG TONGUE AND GROOVE REFR REFRIGERATOR GFRP PLASTER ANNUNC ANNUNCIATOR Renton,'Washington WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. THAT WORK IS BUILDABLE AS SHOWN.REPORT ANY CONFLICTS OR OMISSIONS TO TYP TYPICAL READ REQUIRED GL GLASS ANDD ANODIZEDg THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN RESTS RESIST(ANT)(IVE) APPL APPLIANCE 4. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL,TELEPHONE AND OTHER QUESTION. V GR GRAD(E)(ING) EQUIPMENT. REINF REINFORCE(D)(ING)(MENT) GYP GYPSUM ARCH ARCHITECT(URAL) UNDRLAY UNDERLAYMENT RESIL RESILIENT AUTO AUTOMATIC 4. SUBMIT REQUESTS FOR SUBSTITUTIONS,REVISIONS,OR CHANGES TO ARCHITECT UTIL UTILITY RFG ROOFING H AVG AVERAGE 5. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE. FOR REVIEW PRIOR TO PURCHASE,FABRICATION OR INSTALLATION. UNO UNLESS NOTED OTHERWISE RM ROOM HD HEAD & AND 6. PROVIDE LIGHT SWITCHING IN CONFORMANCE WITH TITLE 24 REQUIREMENTS. FOR 5. COORDINATE WORK WITH THE OWNER,INCLUDING SCHEDULING TIME AND V RO ROUGH OPENING HDWD HARDWOOD B ROOMS OR AREAS GREATER THAN 100 SQUARE FEET PROVIDE DOUBLE SWITCHES LOCATIONS FOR DELIVERIES,BUILDING ACCESS,USE OF BUILDING SERVICES ANDVEH VEHICLE S HDWE HARDWARE CAL BLDG BUILDING 1524 Fifth Avenue VERT VERTIC WITH EACH SWITCH CONTROLLING 50%OF LAMPS PER FIXTURE. FACILITIES,AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING HM HOLLOW METAL FUNCTIONS AND OCCUPANTS. SCR SCRIBE HORIZ HORIZONTAL BOLLD BOLLARD Suite 300 7. MOUNT STANDARD WALL OUTLETS,SWITCHES AND THERMOSTATS AT HEIGHTS VIF VERIFY IN FIELD SECUR SECURITY HEATING,VENTILATING,AND AIR BD BOARD Seattle WA 98101 REQUIRED BY TITLE 24 AND ADA GUIDELINES,UNLESS OTHERWISE NOTED.WHEN 6. OWNER WILL PROVIDE WORK NOTED"BY OTHERS"OR"NIC"UNDER SEPARATE W SF SQUARE FEET HVAC CONDITIONING BLKG BLOCKING Gensler Telephone 206.654.2100 Facsimile 206.654.2121 THERMOSTATS AND LIGHT SWITCH OCCUR TOGETHER,INSTALL BOTH ALIGNED CONTRACT.INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS W/ WITH SGL SINGLE I BRDLM BROADLOOM HORIZONTALLY WITH CENTER LINE AT+3-2"ABOVE FINISHED FLOOR. SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION WC WATER CLOSET SHORG SHORING BU BUILT UP 7. COORDINATE TELECOMMUNICATIONS,DATA AND SECURITY SYSTEM WD WOOD SIM SIMILAR INFO INFORMATION C. B. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH,OR INSTALLATIONS. SST STAINLESS STEEL INSTRUM INSTRUMENT(ATION) CLUSTER OF OUTLETS OR SWITCHES,UNLESS OTHERWISE NOTED. WDW WINDOW INSUL INSULATION CAB CABINET STD STANDARD NTLKNTERLOCK(ING) CPT CARPET 8. MAINTAIN EXITS,EXIT LIGHTING,FIRE PROTECTIVE DEVICES,AND ALARMS IN W/O WITHOUT 9. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CONFORMANCE WITH CODES AND ORDINANCES. WT WEIGHT STL STEEL INT INTERIOR CEM CEMENT(ITIOUS) CAVITIES.DO NOT INSTALL BACK-TO-BACK. WTRPRF WATERPROOFING STRFR STOREFRONT 9. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. STRUCT STRUCTURAL INFILTR NFILTRATION CER CERAMIC 10. PROVIDE MATCHING COVER PLATES,RECEPTACLES AND RELATED ITEMS. SURF SURFACE j CLG CEILING PROVIDE ONE-PIECE TYPE GANG COVER PLATES,UNLESS OTHERWISE NOTED, 10. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. SUSP SUSPENDED COCOATING JAN JANITOR COIL G G COILING COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY. SYS SYSTEM(S) K CONC CONCRETE I A lou. Date&Issue Description By Check 11. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT. 11. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS GOVERN,IN CASE OF CONFLICT, KIT KITCHEN CONSTR CONSTRUCTION 01 06/25/07 KMS HS CONT CONTINUOUS(ATION) CLIENT REVIEW CONSULT THE ARCHITECT. L CONTR CONTRACT(OR) 02 08/21/07AS HS 12. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE,UNLESS LAV LAVATORY COV COVER CLIENT REVIEW OTHERWISE NOTED.MAINTAIN DIMENSIONS MARKED"CLEAR".ALLOW FOR DEMOLITION NOTES LB POUND CMU CONCRETE MASONRY UNIT 03 12/07/07 CZW HS THICKNESS OF FINISHES. £ BRITISH POUND(CURRENCY) D ISSUE FOR BID 13, COORDINATE AND PROVIDE BACKING FOR ANY AND ALL MILLWORK AND ITEMSLT LIGHT DBL DOUBLE - - - FINISH NOTES ATTACHED OR MOUNTED TO WALLS OR CEILINGS REGARDLESS OF G.C.OR OWNER COMPLY NG WITH APPLICABLEAETY PERSONS,SSPROPERTYTE AND FEDERAL CODES AND REGULATIONS LVLG LEVELING DEPT DEPARTMENT PERTAINING TO SAFETY OF AND ENVIRONMENTAL PROTECTION. LVR LOUVER DES DESIGN(ED) TO PROVIDE ITEMS NOTED. 1. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN,TRUE,AND FREE OF 2. PROVIDE AND MAINTAIN BARRICADES,LIGHTING,AND GUARDRAILS AS REQUIRED BY M DET DETAIL 14. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION,RELOCATE APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND MAX MAXIMUM DF DRINKING FOUNTAIN - - IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. WORKERS. MFD MANUFACTURED DIA DIAMETER CONDITIONS HAVE BEEN CORRECTED. MFR MANUFACTURER DIFF DIFFUSER 2. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW 15. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH,UNLESS 3 ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF MECH MECHANICAL DIM DIMENSION FINISHES. OTHERWISE NOTED. DUST,FUMES,AND SMOKE,ETC.TO OTHER PARTS OF THE BUILDING, ON COMPLETION, MET METAL DISP DISPENSER REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT MEMB MEMBRANE DIV DIVISION - 16. G.C.TO PROVIDE ADDITIONAL AIR FILTRATION ON SITE DURING CONSTRUCTION. SURFACES MEZZ MEZZANINE DN DOWN _ 3. PROVIDE STRAIGHT,FLUSH RESILIENT BASE AT CARPETED AREAS,AND COVED,TOP G.C.TO REPLACE EXISTING AIR FILTERS AS PART OF PROJECT SCOPE EACH AT SET RESILIENT BASE AT RESILIENT FLOORING,UNLESS OTHERWISE NOTED. DEMOLITION,FOLLOWING DRYWALL INSTALLATION AND AS PART OF FINAL 4. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED,RESTORE EFFECTED MIN MINIMUM $ DOLLAR(US CURRENCY) CLEANUP. AREAS AT NO COST TO THE OWNER. MISC MISCELLANEOUS DR DOOR MLWK MILLWORK DSCON DISCONNECT 17. PARK GROUNDS AROUND PROJECT SITE TO BE REPAIRED BACK TO MATCH 5 REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE,DEBRIS,RUBBISH,AND MOIST MOISTURE DWR DRAWER - ORIGINAL CONDITION.G.C.TO CLEAN GROUNDS OF CONSTRUCTION DEBRIS. OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. MOT MOTOR(IZED) OWNER TO RESTORE GROUNDS. E REFLECTED CEILING NOTES MTD MOUNTED - 18. OWNER TO PROVIDE AND INSTALL UPGRADED WATER SERVICE FROM EXISTING 6. REMOVE DESIGNATED PARTITIONS,COMPONENTS,BUILDING EQUIPMENT,AND FIXTURES N ELAST ELASTOMERIC AS REQUIRED FOR NEW WORK. ELEC ELECTRICAL METER TO BUILDING.G.C.TO MAKE CONNECTIONS OF NEW INTERIOR WORK TO NIC NOT IN CONTRACT EMBED EMBEDD(ED)(ING) 9olralynatu. 1. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE OF 20% POINT OF SERVICE. 7. REMOVE ABANDONED HVAC EQUIPMENT,INCLUDING DUCT WORK. NO NUMBER ENGR ENGINEER(ED) OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. NTS NOT TO SCALE ENTR ENTRANCE USE A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE FOOT TO DETERMINE THE 8. REMOVE ABANDONED ELECTRICAL,TELEPHONE AND DATA CABLING AND DEVICES, EQ EQUAL LATERAL FORCE. UNLESS OTHERWISE NOTED. 0 ORNA ORNAMENTAL EQUIP EQUIPMENT 2. WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE 9. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW OVFL OVERFLOW EXIST EXISTING PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM,THE FOLLOWING BRACING FLOOR FINISHES. OVHD OVERHEAD EXP JT EXPANSION JOINT METHODS MAY BE EMPLOYED, OPNG OPENING(S) EXPS EXPOSE(D) 2.1. PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO.12 GAUGE SPLAYED OPR OPERABLE EXT EXTERIOR F I Project Nam. IN FOUR DIRECTIONS 90 DEGREES APART,AND CONNECTED TO THE MAIN RUNNER P City of Renton Phase II Activity Buildings /ADA Upgrades WITHIN 2"OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE FAB FABRICATION NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING.PROVIDE THESE PTN PARTITION FD FLOOR DRAIN LATERAL SUPPORT POINTS 12 FEET ON CENTER IN EACH DIRECTION,WITH THE PEDTR PEDESTRIAN FE FIRE EXTINGUISHER Project Number FIRST POINT WITHIN 4'FROM EACH WALL. PBD PARTICLE BOARD FIRE EXTINGUISHER AND 2.2. ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM.ATTACH MAIN RUNNERS AND PNL PANEL FEC CROSS RUNNERS AT TWO ADJACENT WALLS;MAINTAIN CLEARANCE BETWEEN THE CABINET LAD FII.Name WALL AND THE RUNNERS AT THE OTHER TWO WALLS. POLYST POLYSTYRENE FHC FIRE HOSE CABINET PORT PORTABLE FIN FINISH A00-10 2.3. PROVIDE VERTICAL SUPPORTREQUIRED BUILDING CODES. IN ADDITION, PREFIN PREFINISHED FLDG FOLDING Description VERTICALLY SUPPORT ENDS OFF RUNNERS WITHIN 8"OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED BY A WALL. PREFAB PREFABRICATED FPLC FIREPLACE GENERAL NOTES 2.4. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE PLAM PLASTIC LAMINATE FR FIRE RAT(ING)(ED) STRUCTURE ABOVE. PLAS PLASTER FRMG FRAMING scala PLSTC PLASTIC FXD FIXED 3. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES.CENTER SPRINKLER PLYWD PLYWOOD FXTR FIXTURE HEADS,SPEAKERS,RECESSED FIXTURES,AND SIMILAR CEILING ELEMENTS IN PRTECN PROTECTION FLR FLOOR(ING) ACOUSTICAL UNITS,UNLESS OTHERWISE NOTED. FURN FURNITURE 4. FINISH HVAC DIFFUSERS,DRAPERY POCKETS,AND SPEAKER GRILLES TO MATCH - FWC FABRIC WALL COVERING A00.10 ADJACENT FINISH,UNLESS OTHERWISE NOTED. ®3007 Gensler - DISABLED ACCESS NOTES (CONT) DISABLEDACCESSNOTES LEVEL EQUIMENT SCHEDULE FINISH SCHEDULE 20. MOUNT FLUSH VALVE CONTROL NO MORE THAN 44"ABOVE THE FLOOR,ON THE SIDE IN BUILDINGS ANDGIVEN BE A COMMONPARTITIONS PAINT City of Renton OF THE TOILET WITH THE GREATEST SEPARATION FROM ADJACENT WALL OR OTHER THROUGHOUT,OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS,PASSENGER O CONTACT:IOAINT. WHO E,25312 /473 6SS o65EE Activity Building SURFACE. ELEVATORS OR SPECIAL ACCESS LIFTS. O� MILLS:FLOOR-BRACED RESTROOM PARTITIONS, SERIES 500,STAINLESS STEEL(BRUSHED FINISH) ) EXTERIOR PAINT:ICI,586 MANSARD STONE CONTACT:PRO-SPEC AGENCY,425.821.8863 P' 21. PROVIDE GRAB BARS ON EACH SIDE,OR ONE SIDE AND BACK OF WATER CLOSET. 2. FLOOR SURFACES SHALL BE SLIP-RESISTANT. CONTACT:PERRY WHITE,253.473.6765 21.1 GRAB BARS TO BE 33"ABOVE AND PARALLEL TO THE FLOOR. CID MILLS:URINAL SCREEN,MODEL#3 FLOOR MOUNTED, Pa EXTERIOR PAINT:SHERWIN WILLIAMS, City of Renton 21.2 SIDE BARS TO BE 42"LONG AND PROJECT 24"IN FRONT OF WATER CLOSET STOOL. 3. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE STAINLESS STEEL(BRUSHED FINISH) O #2328 MONTE CARLO GRAB BAR AT BACK TO BE 36"LONG. NOT LESS THAN 44"IN WIDTH. CONTACT:PRO-SPEC AGENCY,425.821.8863 CONTACT:800.321.8194 Renton,Washington 21.3 DIAMETER OF GRAB BARS TO BE 1-1/4"TO 1-1/2". RESTROOM EQUIPMENT CARPET 21.4 PROVIDE 1-1/2"CLEARANCE BETWEEN GRAB BARS AND WALL. 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2"IN 21.5 GRAB BARS(INCLUDING CONNECTORS,FASTENERS,SUPPORT BACKING, ETC.) HEIGHT.LEVEL CHANGES NOT EXCEEDING 1/4"MAY BE VERTICAL.BEVEL OTHERS WITH CID BABY CHANGING STATION:KOALA BEAR KARE, CARPET TILE:BLUERIDGE MODULAR,24X24 TILE,QUARTER TURNED SHALL SUPPORT A 250 POUND LOAD. A SLOPE NO GREATER THAN 1:2 KB100-01ST GREY c'1 STYLE:BARGELLO B150T,COLOR:2403 ELLIJAY 21.6 GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS, CONTACT:888.733,8399 CONTACT:BRIAN SPITZER,206.930.9673 21.7 GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR ABRASIVE 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH ® HAND DRYER:EXCEL DRYER,XLERATOR RECESS KITWALK-OFF MAT:BLUERIDGE MODULAR,24X24 TILE ELEMENTS. OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PROVIDE POWER PRE MANUF.SPEC. c'2 STYLE:CLEAN STEPSTRIPE C200T,COL:2259 SLATE 21.8 EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". PANIC BARS,PUSH-PULL ACTIVATING BARS,OR OTHER HARDWARE DESIGNED TO CONTACT:413.525.4531 CONTACT:BRIAN SPITZER,206.930.9673 PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING ® MIRROR:WILLOUGHBY INDUSTRIES,#FMR-1 1524 Fifth Avenue Suite 300 22. PROVIDE A CLEAR FLOOR SPACE 30"X 48"IN FRONT OF LAVATORY TO PERMIT A HARDWARE.MOUNT DOOR OPENING HARDWARE BETWEEN 30"AND 44"ABOVE FLOOR FRAMED SECURITY MIRROR REAR MOUNTED CERAMIC TILE FORWARD APPROACH. FINISH. CONTACT:R.S.JONES&ASSOC.,360.828.1104CM Seethe WA 98101 GRAB BAR:WILLOUGHBY INDUSTRIES,GB-42 ®DALTILE:SPECTRASTONE,#9317 WHITE,2"X2" Gensler Telephone 206.654.2100 GROUT:CUSTOMBUILDINGPRODUCTS,#333ALABASTER Facsimile 206.654.2121 23. MOUNT LAVATORIES WITH A MINIMUM CLEARANCE OF 29"FROM THE FLOOR TO THE 6. CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 30'AND 44"ABOVE THE GRAB BAR:WILLOUGHBY INDUSTRIES,GB-36 CONTACT:CHUCK HILL,206.767.2265 BOTTOM OF THE APRON.PROVIDE KNEE CLEARANCE UNDER THE FRONT LIP FLOOR. CM GRAB BAR:WILLOUGHBY INDUSTRIES,GB-18 ®DALTILE,KEYSTONES,D326 DAPPLE GRAY,2"X2" EXTENDING A MINIMUM OF 30'IN WIDTH WITH 8°MINIMUM WIDTH,AND SHALL BE A CONTACT:R.S.JONES&ASSOC.,360.828.1104 GROUT:CUSTOM BUILDING PRODUCTS,#335 WINTER GREY MINIMUM OF 9"HIGH FROM THE FLOOR A MINIMUM OF 17"DEEP FROM THE FRONT OF 7. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS CONTACT:CHUCK HILL,206.767.2265 THE LAVATORY. FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS,MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. 24. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET TANKLESS WATER HEATER MARMOLEUM HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF THE THE ABOVE STANDARDS.MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY ® BOSCH AQUASTAR:MODEL#1000P(POINT OF USE NATURAL GAS) <>ARMSTRONG:MARMORETTE,#19096 OBSIDIAN WRIST.THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 BE INCREASED NOT TO EXCEED 15 POUNDS. CONTACT:800.334.1494 CONTACT:KIM SHRADER,877.276.7876 EXT.8975 POUNDS.LEVER OPERATED,PUSH TYPE AND ELECTRONICALLY CONTROLLED INSTALL VENT TO EXTERIOR PER MANUFACTURER'S SPECIFICATIONS. MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS.SELF CLOSING ARE ALLOWED 8. THE BOTTOM 10"OF ALL DOORS(EXCEPT SLIDING AND AUTOMATIC)SHALL HAVE A (NOTE:LOCATE IN VANDAL FREE LOCATION;120V AC POWER WALL BASE IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A CONNECTIONS NEEDED) WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. <I>ROPPE:TS RPI93 BLACK-BROWN,6"BASE I A Ione Data&Issue Description By Cheek 25. INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. PROVIDE A 10"HIGH SMOOTH PANEL ON THE PUSH SIDE OF NARROW FRAME DOORS. CONTACT:JILL SHAW,206.282.3770 EXT.1102 01 __06/25/07 KMS HS CLIENT REVIEW 26. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 9. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 3'IN PLASTIC LAMINATE 02 08/21107 _ AS HS WIDTH AND NOT LESS THAN 6'-8"IN HEIGHT.DOORS SHALL BE CAPABLE OF OPENING AT ' FORMICA:STORM SOLIDZ#3505-11 CLIENT REVIEW LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE DOOR TYPE & HARDWARE CORRUGATED FINISH,(BASE CABINETS) _ 03 12/07/07 CZW HS_ DOORWAY IS NOT LESS THAN 32". CONTACT:REBECCA GAUDINA,206.999,2775 ISSUE FOR BID WILSONART:CANYON ZEPHYR,#4842-60 10. WHERE A PAIR OF DOORS IS UTILIZED,AT LEAST ONE OF THE DOORS SHALL PROVIDE A (COUNTERTOP) CLEAR,UNOBSTRUCTED OPENING WIDTH OF 32"WITH THE LEAF POSITIONED AT AN CONTACT:HAZEL GALANTI,206.321.3294 ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 11. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WITH 9'-0" 3'-0" ADDITIONAL DIRECTIONAL SIGNS,AS REQUIRED,VISIBLE FROM APPROACHING s- -- -} PEDESTRIAN WAYS. 12. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR.THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE A'zoa 1120: DIRECTION OF DOOR SWING OF AT LEAST 60"AND THE LENGTH OPPOSITE THE DIRECTION Ill OF DOOR SWING OF 44"AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 13. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 1/2"LOWER THAN THE THRESHOLD OF N, THE DOORWAY.CHANGE IN LEVEL BETWEEN 1/4'AND 1/2"SHALL BE BEVELED WITH A TYPE A TYPE B SLOPE NO GREATER THAN 1:2. ASSAABLCH:CURRIES ASSAABLOYCURRIES PLUMBING FIXTURES 447 SECURITY DOOR #747 SECURITY DOOR --- --- --- _- 14. TO ALERT THE VISUALLY IMPAIRED,MARK THE UPPER APPROACH AND THE LOWER 2°HOLLOW METAL FRAME,M TYPE 1-112"HOLLOW METAL FRAME,C TYPE TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING COLOR AT HARDWARE:BEST, HARDWARE:BEST, RESTROOM FIXTURES LEAST 2"WIDE,PLACED PARALLEL TO AND NOT MORE THAN 1"FROM THE NOSE OF THE #93K7R15D•S3 626 #93K7515D•S3 628 sw/sl.nawna STEP OR LANDING.THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP 0) WATER CLOSET:WILLOUGHBY MODEL ETF-1490-FM-12"-BS-FA-FV-FVT-AP- RESISTANT AS THE OTHER TREADS OF THE STAIR. HS BLACK-LF OD WATER CLOSET:WILLOUGHBY MODEL ETF-1490-FM-12"-BS-FA-FV-FVT-AP- 15. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15"ABOVE THE FLOOR OR -HC-HS BLACK-LF,ADA COMPLIANT WORKING PLATFORM. ® URINAL:ACORN DURA WARE MODEL NUMBER:2167-W-1-ADA-CFR-FV-I.5GPF 16. SANITARY FACILITIES LOCATED ON AN ACCESSIBLE FLOOR OF A BUILDING SHALL BE ADA COMPLIANT WITH#2898 FLUSH VALVE ACCESS COVER.STAINLESS STEEL. ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. CM LAVATORY:WILLOUGHBY INDUSTRIES,ES-1015-HC WITH 4"CENTER 17. ENTRY TO SANITARY FACILITIES: CONTACT:R.S.JONES&ASSOC.,360.828.1104 I Project Name 17.1. A.44"CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 10 OR MORE. CO FAUCET:TECHNICAL CONCEPTS,AUTOFAUCET#500484 City of Renton - Phase II Activity Buildings / ADA Upgrades 17.2. DOORWAYS TO HAVE A 32"CLEAR OPENING. CONTACT:800.551.5155 17.3. ON APPROACH SIDE,PROVIDE A 60"CLEAR LEVEL SPACE WHEN DOOR SWINGS TOWARD APPROACH AND 44"SPACE WHEN DOOR SWINGS AWAY FROM APPROACH. I Protect Number KITCHEN FIXTURES 18. TOILET ROOM ACCESSORIES ® SINK:JUST MANUFACTURING COMPANY, CAD Pile3 N00 18.1. MOUNT BOTTOM EDGE OF MIRRORS NO HIGHER THAN 40"FROM THE FLOOR. STYLIST GROUP,#01.-ADA-2037-A-GR 18.2. MOUNT TOILET TISSUE DISPENSERS WITHIN 12"FROM THE FRONT EDGE OF THE CONTACT:847.678.5150 A00-11 TOILET SEAT. m FAUCET:JUST MANUFACTURING COMPANY, I Description 18.3. MOUNT DISPENSING AND DISPOSAL FIXTURES(TOWEL,SANITARY NAPKINS, FAUCET GROUP,#J-1174-KS GENERAL NOTES CONT.AND SCHEDULES WASTE,COIN SLOTS,ETC.)WITH OPERATING PARTS NO HIGHER THAN 40"FROM CONTACT:847.678.5150 THE FLOOR. I scale 19. SINGLE ACCOMMODATION TOILET FACILITY - 19.1. WATER CLOSET TO HAVE A 28"CLEARANCE FROM A FIXTURE AND 32" FROM A WALL. 19.2. MINIMUM CLEAR SPACE IN FRONT OF WATER CLOSET TO BE 48". 19.3. A SPACE 36"X 48"IS PERMITTED IN FRONT OF EXISTING WATER CLOSET AO 0.11 _ ACCESSIBLE TO THE HANDICAPPED. 52007 Gensler City of Renton SECTION 00 50 00-AGREEMENT AND GENERAL CONDITIONS F. Resubmission: Unless corrected copies areC. Research/Evaluation Reports: Prepare written evidence,from a model code organization 0. Manufacturer Qualifications: A firm ex rienced in manufacturing products or ems similar to • • required for final ocmienl due to Architect's g systems Activit Building observance of noncompliance with provisions of the Contract Documents,initial submittal may acceptable to authorities having formation: that product complies with building code in effect for those indicated for this Project and with a retard of successful in-service performance. �// 1.1 The Agreement Form will be determined between the Owner and Contractor. Project Include the following information: E. Professional Engineer Qualifeations: A professional engineer who is legally qualified to practice in 1 1.2 TireGeneral C Contractoraie of the Contract for acted, a will be determined between the Owner and Contractor. serve as final submittal. 1.3 The is hereby specifically directed,as a condition of the Contract,to acquaint himself with the G. Transmittal: Package each submittal individual and appropriately for transmittal and handling. 1. Nome of evaluation organization. jurisdiction where Project is located and who is experienced in providing engineering services of 9 ype P 9 9 n9 Articles contained therein,and to notifyand appriseany o partiesTransmit each submittal using a transmittal form. Architect will discard submittals received from 2. Date of evaluation. the kind indicated. Engineering services are defined as those performed for inations of the all Subcontractors and the to ther g p City of Renton Contract of,and bind them to,its conditions. sources other than Contractor. J. Time period when report is in effect. system,assembly,or product that are similar to those indicated for this Project materiel, 1.4 No contractual adjuatmente stall be due as a result of failure on the part of the Contractor, 1. On an attached separate sheet,prepared on Contractors letterhead,record relevant 4. Product and manufacturers names. design,and extent. Subcontractors or other parties to the Contract to fully acquaint themselves with the Agreement and information,requests for data,revisions other than those requested by Architect on previous 5. Description of product. F. Mockups: Before installing portions of the Work requiring mockups,build mockups for each form Renton, Washington General Conditions. submittals,and deviations from requirements of the Contract Documents,including minor 6. Test procedures and results. of construction and finish required to comply with the following requirements,using materials 1.5 The General Condition.of the Contract may be amended by Supplementary Conditions, variations and limitations. Include the some label information as the related submittal. 7. Limitations of use. indicated for the completed Work. 1.6 The provisions of the General Conre lone and Division 01,General Requirements,appy to the Work specified H. Distribution: Furnish copies of final submittals to manufacturers,subcontractors,suppliers, D. Maintenance Data: Prepare written and graphic instructions and procedures for operation and 1. Build mockups in location and of size indicated or,if not indicated,as directed by Architect. in each Section of the Specifications. fabricators,installers,authorities havingjurisdiction,annecessary d others as forperformance of normal maintenance of products and equipment. Comply with requirements in Division 01 Section 2. Notify Architect seven days in advance of dates and times when mockups will be constructed. 1.7 Where conflicts occur concerning the Architect's duties and responsibilities between the General Conditions construction activities. Show distribution on tranmittal forms. Closeout Procedures.' 3. Demonstrate the proposed range of aesthetic effects and workmanship. and the Agreement between the Owner and Architect the Agreement shall take precedence. L Use for Construction: Use only final submittals with mark indicating action taken by Architect In E. Design Data: Prepare written and graphic information,including,but not limited to,performance 4. Obtain Architect's approval of mockups before starting work,fabrication,or construction. 1.6 If not otherwise included in the Owner-Contractor Agreement or specifically included in the biddingconnection with construction, and design criteria,list of applicable codes and regulations,and calculations. Include list of 5. Maintain mockups during construction in an undisturbed condition as a standard for judging documents,the Contractor shall obtain the Owner's insurance requirements prior to submitting a bid. J. Substitution requests are not allowed in the form of submittals. Substitution requests must be assumptions and other performance and design criteria and a summary of loads. Include load the completed Work. made in accordance with Division 01 Section"Product Requirements. diagrams if applicable. Provide name and version of software,if any,used for calculations. 6. Mockups may be incorporated into the Work,unless otherwise indicated,if undamaged at Include page numbers. Substantial Completion. F. Manufacturer's Instructions: Prepare written or published information that documents 1.6 QUAUTY CONTROL manufacturer's recommendations,guidelines,and procedures for installing or operating o product A. Contractor Responsibilities: Unless otherwise indicated,provide quality-control services specified 1524 Fifth Avenue 1.3 ACTION SUBMITTALS or equipment. Include name of product and name,address,and telephone number of and required by authorities having jurisdiction. Suite 300 SECTION 011000-SUMMARY A. General: Prepare and submit Action Submittals required by individual Specification Sections. manufacturer. 1. Testing and inspecting requested by Contractor and not required by the Contract Documents Seattle WA 98101 1. Number of Copies: Submit three copies of each submittal,unless otherwise indicated. G. Manufacturer's field Reports: Prepare written information documenting factory-authorized service or authorities having jurisdiction are Contractor's responsibility. 1.1 SUMMARY 2. Submit additional copies of each written report to authorities havingrsdiction,when Telephone 206E5421 00 Architect will return two copies. Mark up and retain one returned copy as a Project Record representatives tests and inspections. pdirectly 1° Gensler A Drawings and general provisions of the Contract,including General and Supplementary Conditions Document. H. Insurance Certificates and Bonds: Prepare written information indicating current status of they so direct. Facsimile 206.654.2121 and other Division 01 Specification Sections,apply to all Sections. The Contract Documents are B. Product Data: Collect information into a single submittal for each element of construction and insurance or bonding coverage. Include name of entity covered by insurance or bond,limits of 3. Provide quality assurance and control services required due to changes in the Work proposed complementary,and what is required by one shall be as binding as if required by all. type of product or equipment.Provide Product Data for every product incorporated into the Work. coverage,amounts of deductibles,if any,and term of the coverage. by or made by the Contractor. B. Conflicts or discrepancies among the Contract Documents shall be resolved in the following order 1. If information must be specialty prepared for submittal because standard printed data are not 1.5 CONTRACTOR'S REVIEW 4. Provide quality control services for Work done contrary to the Contract Documents,without of priority: suitable for use,submit as Shop Drawings,not es Product Data. A. Review each submittal and check for compliance with the Contract Documents. Note corrections prior notice,when so specified,or without proper supervision. 1. Amendments and revisions(such as Change Orders)of later date take precedence over those 2. Clearly mark each copy of each submittal to show which products and options ore applicable. and field dimensions. Mark with approval stamp before submitting to Architect. 5 Overtime expenses and schedule delays accruing as a result of executing quality control of earlier date; 3. Include the following information,as applicable: B. Approval Stamp: Stamp each submittal with c uniform,approval stamp. Include Project name services shall be the Contactor's responsibility and shell not be charged to the Owner. 2. the Agreement a. Manufacturer's installation instructions or recommendations. and location,submittal number,Specification Section title and number,name of reviewer,date of B. Manufacturers field Services: Where indicated,engage a factory-authorized service representative 3. the Supplementary Conditions; b. Wiring diagrams showing factory-installed wiring. 4. The General Conditions; 9 Contractor's approval,and statement with that submittal has been reviewed,coordinated, to inspect field-assembled components and equipment installation,including service connections. c. Printed performancelnge grams. checked,and approved for compliance with the Contract Documents. Report results inp writing. 5. Drawings and Specifications;Drawings govern Specifications for quantity and location. d. Operational range diagrams. 1.6 ARCHITECT'S ACTION C. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractors Specifications govem Drawings for quality and performance. In the event of ambiguity or e. Compliance with recognized trade association standards. responsibility, uali control services,includingretestingand reins f conflicts,the greater quantity and the better quality shall govern. f. Compliance with recognized testingagency standards. A, General: Architect will not review submittals that do not bear Contractor's approval stomp andprovidee quality-control petting, or construction 1.2 SPECIAL INSURANCE p g % will return them without action. that revised or replaced Work that foiled to comps with requirements established by the Contract g. Application of testing agency labels and seals. B. Action Submittals: Architect will review eachsubmittal,m properly executed ake marks to indicate Documents. Architect retains the right to require the use of a different testing agency for A Contractor's Commercial General Liability insurance shall contain no exclusion that would deny h. Notation of coordination requirements. corrections or modifications required,and return it.Architect will reject and return submittals not retesting ad roinspecting. coverage for any claim arising out of or contributed to by any fungus,mildew,mold,or resulting i. Volatile Organic Compound(VOC)contents,expressed in grams per liter,for paints, D. Associated Services: Cooperate with agencies performingrequired quality-control services,and allergens. If such exclusion exists and cannot be removed byendorsement,Contractor shall complying with requirements. Arcate a will stomp ash submittal with an action stamp and will P• g edag q Y �• coatings,adhesives,and sealants. mark stomp approprialey to indicate action taken,as follows: provide reasonable auxiliary services m requested. Notify agency sufficiently in advance of 1 0 law Dent 4loue Dseenptlon By Check submit proof of coverage for fungus,mildew,mold,or resulting allergens under c Pollution Legal C. Shop Drawings: Prepare Project-specific infomotion,drawn accurately to scale. Do not base 1. No Exceptions Taken. No further review of Submittal required. operations to permit assignment of personnel. Liabilityor Contractor's Pollution LiabilityP reg -- 01 06/25/07 KMS HS policy. Shop Drawings on reproductions of the Contract Documents or standard printed data. 2. Make Corrections as Noted. Incorporate corrections in Work;resubmittal is not required. If E. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and - -- - -------- 1.3 WORK UNDER OTHER CONTRACTS 1. Provide Shop Drawings for shop-fabricated items and custom-sized or custom-configured Contractor cannot comply with corrections as noted,revise to respond to exceptions and quality control services with a minimum of delay and to avoid necessity of removing and CLIENT REVIEW A Separate Contract: Owner will award separate contracts for performance of certain construction manufactured items. replacing construction to accommodate testing and inspecting. 02 08/21/07 AS HS operations at Project site. Those o notion maybe conducted simultaneous with work under 2. Preparation: Include the following resubmit. PQ 1 Ps yng information,as applicable: 3. Revise as Noted and Resubmit Revise as noted&resubmit for further review. 1.7 General: AND PROTECTION ion -- ------- - - this Contract. These contracts may include Security Systems,Telecommunication Systems,and a. Dimensions. A General: On completion of testing,inspecting,sample taking,and similar services,repair CLIENT REVIEW 4. Resubmit Properly. Submittal not reviewed because it does not contain Contractor's signature03 12/07/07 CZW HS 1. fixtures,furnishings and empty to the extent not ideonfibo in the Contract Documents. c. Fabrication ofd nproducts. damaged Patching.'tion and restore substrates and fnishea according to Division Ot Section indicating its review and approval,and/or is not in proper condition for review. Resubmit. 1. Contractorcshall provide empty conduits with a junction box where indicated on the Contract c. gin-and installation drowi s. 5. Not Reviewed, Submittal is not required by Contract Documents. Protect and Patching. ISSUE FOR BID Documents. de. Roughing-in and setting diagrams. 6. Received for Clients Record Only.Submittal not reviewed. B. Protect construction exposed by or for quality-control service activities. B. Cooperatefully with separate contractors elo work on those contracts may be carried out e. Wiring diagrams showing field-installed wiring,including power,signal,and control wiring. C. Informational Submittals: Architect review each submittal and will not return 8,or will reject C. Repair and protection are Contractor's responsibility,regardless of the assignment of responsibility -.-- -.- - smoothly,and without interfering with or delaying work under this Contract f. Seamingk manufacturing instructions, may for quality-control services. -- -- 1.4 OWNER-FURNISHED PRODUCTS g. Seaming diagrams. and return it if it does not comply with requirements. Architect will forward each submittal to A Owner will furnish items indicated as'By Owner"in Drawings or in a Responsibility Matrix.. The h. Templates and patterns. appropriate party. Work includes providing support systems to receive Owner's equipment and making plumbing, i. Schedules. D. Submittals not required by the Contract Documents will not be reviewed and may be discarded or --.- -- --- ---------- mechanical,and electrical connections. j. Compliance with specified standards. returned marked Not Reviewed'.' . 1. Owner will arrange for and deliver Shop Drawings,Product Data,and Samples to Contractor. k. Notation of coordination requirements. 2. Owner will arrange and pay for delivery of Owner-furnished items according to Contractor's I. Notation of imansions established by field measurement - Construction Schedule. 3. Delegated Design:Where performance requirements are indicated as Delegated Design; SECTION 01 40 00•QUALITY REQUIREMENTS 3. After delivery,Owner will inspect delivered items for damage. Contractor shall be present for provide engineering calculations with Shop Drawings stamped and signed by an engineer 1,1 SUMMARY - - ------ -- and assist in Owner's inspection. licensed to practice in the jurisdiction where Work is located. % 4. Number of Copies:Submit one bond nn p D A This Section includes administrative and procedural requirements for quality assurance and quality 4. If Owner-furnished items are damaged,defective,or missing,Owner will arrange for P print.Architect will review print,melee copies,and return control replacement. one copy and one original. B. Testingand inspecting services mayberequired to verifycompliance with requirements s fieri - -- --- - P 9 Pspecified 5. Owner will arrange for manufacturers field services and for delivery of manufacturer's D. Samples for Initial Selection: Where Drawings indicate"As Selected',submit manufacturer's color or indicated. These services do not relieve Contractor of responsibility for compliance with the - warranties to Contractor. charts consisting of units or sections of units showing the full range of colors,textures,and Contract Document requirements. 6. Owner will furnish Contractor the earliest possible deliverydate for Owner-furnishedproducts. pottems available. 1. Number:Submit one full set of available choices. Architect will return submittal with options 1. Specific tied peciy requirements for individual construction those activitiesisore specified ve in the Using Owner-furnished earliest possible delivery dates,Contractor shall designate deliveryP Sections that specify those activities. Requirements in those Sections may also cover selected. dates of Owner-furnished items Contractor's Construction Schedule. production of standard products. ---- - --- ----- 7. Contractor shall review Shop Drawings,Product DatatE. Samples for Verification:Data,and Samples and return them noting tion: For exposed finishes,fabrics and trims,prepare physical units of 2. Specified tests,inspections,and related actions do not limit Contractor's quality-control discrencies or antici tedproblems in use ofproduct. Examples of discrepancies or materials or Po are Dprocedures that facilitate compliance with the Contract Document requirements. problems include,but not limited to,coordination issues. products. 3. Requirements for Contractor to provide quality-control services required by Architect,Owner, 1. Samples: Submit full-size units or Samples of size indicated,prepared from the some --- ---_--- 6. Contractor is responsible for receiving,unloading,and handling Owner-furnished items at or authorities having jurisdiction are not limited by provisions of this Section. Project site. material to be used for manner specified,the Work,cured and finished in ecified,and physically 1.2 DEFISuali -sS 9. Contractor is responsible for protectingOwner-furnished items from damage duringstorageidentical with the product proposed for use,and that show full range of alar and texture P 9 A execution of thea Services:rkodActivities,aiactions,defects andaproceduresiperformed ns before and proposed _ and handling,including damage from exposure to the elements. variations expected. Samples include,but are small limited to,the following: partial sections execution of the Work to guard against defects and deficiencies and ensure that proposal of manufactured or fabricated components; cuts or containers of materials;complete 10.If Owner-furnished items are damaged as a result of Contractor's operations,Contractor shallconstruction complies with requirements. units of repetitively used materials;swatches showing calor,texture,and pattens;color range repair or replace them. B. execution of Services: eats,inspections,m procedures,edconstruction and relatedmsactions requg and after sets;and components used for independent testing and inspection. 1.5 PERMITS execution of the Work to evaluate that completed ti complies with requirements. 9a051gnaturo 2. Preparation; Attach label on unexposed side that includes the following: A. Contractor shall secure and pay for all permits and governmental fees,licenses and inspectionsServices do not include contract enforcement activities performed by Architect. a. Generic description of Sample. necessary for the proper execution and completion of the Work which are customarily secured b. Product name or name of manufacturer. C. Mockups: Full-size assembles erected on-site and used to dequalities of materials after execution of the Confront and which are legally required. and execution;to review construction,coordination,testing or operation; to to illustrate finishes and c. Sample source. B. If required by governmental authority,Owner will make application for permits and licenses usingmaterials;to verify selections make under Sample submittals;and to demonstrate aesthetic 3. Submit Samples for review of kind,color,pattern,and texture for final check M thele forms obtained and prepared by the Contractor and with all costs paid by the Contractor. characteristics with other elements and for a comparison of thea characteristics between effects. Mockups are not Samples. Mockups establish the standard by which Work will be c 1.6 TAKES pari judged. final submittal and actual component as delivered and installed. A. Contractor shall pay all sales,consumer,use and other similar taxes for the Work or portions a. If variation in color,potlem,texture,or other characteristic is inherent in the ptbdutt 1. nchmark Samples: A type of mockup used to illustrate the application and aesthetic effect thereof provided by the Contractor,that ore legally.acted at the time Bids are received, of finishes and coatings.Benchmark Samples establish the standard by which the Work will whether or not yet effective. represented by a Sample,submit at last three sets of samples that show the range of be judged. variations. D. Testingen An entityengaged to perform specific tests,inspections,or both. Testis b. Refer to individual Specification Sections for requirements for Samples that illustrate Agency: q°9y. 9 workmanship,fabrication techniques,details of assembly,connections,operation,and laboratoryGshall mean the some as testing agency. SECTION 01 33 00-SUBMITTAL REQUIREMENTS similar construction characteristics. 1.3 DELEGATED DESIGN 4. Number: Submit three sets of Som la, Architect will retain two Sample sets;remainder will A. Performance and Design Criteria: Where professional design services or certifications by a design 1.1 DEFINITIONS be returned. D p professional are specifically required of Contractor by the Contract Documents,provide products I Protect Name and systems complying with specific performance and design criteria indicated. A Action Submittals: Written and graphic information that requires Architect's responsive action. a Submit a single Sample where assembly details,workmanship,febriation techniques, City of Renton-Phase II Activity Buildings/ADA Upgrades B. Informational Submittals: Written information that does not require Architect's responsive action. connections,operation,and other similar characteristics are to be demonstrated. 1. written trequest indicated an arc not sufficient on perform services or certification required,submit a Submittals maybe for not complying with requirements. 5. Disposition: Maintain sets of approved Samples at Project site,available for quality-control for additional information to Architect. rejectedPY 9 R PP P 1 q u 1.4 SUBMITTALS 1.2 SUBMITTAL PROCEDURES comparisons throughout the tourse of construction activity. Sample sets may be used to A Delegated-Design Submittal: In addition to Slap Drawings,Product Data,and other required A Coordination: Coordinate preparation and processing of submittals with performance of determine final acceptance of construction associated with each set. I Prefect Number construction activities. a. Samples that may be incorporated into the Work are indicated in individual Specification submittals,ahproduct and systema tespecificallyec,signed and solod by the responsibletbe tedend rpcertified ,for 1. Architect reserves the right to withhold action on a submittal requiring coordination with other Sections. Such Samples must be in on undamaged condition at time of use. ash and indicatingttthe assigned to andCosystemssteor to designed or certified by a 32.7137.000 9 q n9 and professional,eriadiate. that deproductst eore in compliance with performance submittals until related submittals are received. b. Samples not incorporated into the Work,or otherwise designated as Owner's properly,are and design criteria indicted. Include list of codes,loads,and other factors used in performing I CAD File Neese B. Submittals Schedule: Within 30 days after the execution of the Agreement between the Owner the property of Contractor. these services. A00-20 and the Contractor submit to the Architect and Owner copies of the submittals schedule. F. Systems Submittals: Identify submittals for systems such as fire alarms or tile installation B. Permits,Licenses,and Certificates: For Owner's records,submit copies of permits,licenses, Arrange the following information in a tabular format: systems,on the transmittal and act upon the system singularly as a combined submittal. If tion re I Description 1. Scheduled date far first submittal. resubmission is required,resubmit entire system submittal. certifications,inspection ports,releases,jurisdictional settlements,notices,receipts for fee 2. Specification Section number and title. 1.4 INFORMATIONAL SUBMITTALSpayments,judgments,correspondence,records,and similar documents,established for compliance SHEET SPEC with standards and regulations bearing on performance of the Work. 3. Submittal category(action or informational). A General: Prepare and submit Informational Submittals required by other Specification Sections. 4. Name of subcontractor. 1. Number of Copies: Submit two copies of each submittal,unless otherwise indicated. 1.5 QUALITYYASSSUSURANCE and regulations on performance of the Work. A Fabricator Qualifications: A firm experienced and expert in producing products similar to those 5. Description of the Work covered. Architect will not return copies. indicated for this Project and with a record of successful in-service performance,as well as I 8501• 6. Scheduled date for Architect's final release ora approval. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity PPsufficient production capacity to produce required units. - C. ProcessingTime: Promptly submit Action Submittals in accordance with the accepted schedule, responsible for preparing certification. Certificates and certifications shall be signed by an P YB. Factory-Authorized Service Representative Qualifications: An authorized representative of as to cause no delayin the Work. Allow enough time for submittal review,includingtime for officer or other individual authorized to sign documents on behalf of that entity. 9manufacturer who is trained and approved by manufacturer to inspect installation of resubmittals. Time for review shall commence on Architect's receipt of submittal. B. For notarial properties required,provide product test reports or material certificates indicating this Projectciurer'e products that are similar in material,design,and extent to those indicated for 1. No extension of the Contract Time will be authorized because of failure to transmit submittals compliance with requirements. 1. Product Certificates: Prepare written statements on manufacturer's Iettemead certifyingthat Inst u enough in advance permanentof the Work to permit processing.uni C. Installer Qualifications: A firm or individual experienced in installing,mating,or assembling work D. Identification: Place a label or title block uniquely identifying each submittal. product complies with requirements. A00.20 q Y Y 9 similar in material,design,and extent to that indicated for this Project whose work has resulted 1. Provide a space approximately 5 inches by 6 inches on label or beside title block to record 2. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that in construction with a record of successful in-service performance. Architect's review markings. material complies with requirements. ■ E. Deviations. Highlight,encircle,or otherwise identify deviations from the Contract Documents on submittals. ©2007 Gensler City of Renton 1.7 PERFORMANCE SECTION 013000-TEMPORARY FACILITIES AND CONTROLS C. Basis-of-Design Product Specification: Where o specific manufacturer's product is named and B. Construction Layout: During the progress of the Work establish additional benchmarks,reference art. General: Employ skilled workers to perform cutting and patching and demolition work. Proceed Activity 1.1 SUMMARY accompanied by the words"basis of design;including make or model number or other lines and reference points and levels at each floor and as otherwise necessary for the guidance with cutting and patching and demolition work at the earliest feasible time,and complete without 4 Ct I v i t B u i I ding A This Section includesrequirements for temporary facilities and controls. designation,to establish the significant qualities related to type,function,dimension,in-service pli ry and ateinformationcndo each trade and f or Inc fielditverificationd construction ces tolerances. delay. Y _. 1. Provide and maintain all temporary facilities and controls necessary for the performance of performance,physical properties,appearance,and other characteristics for purposes of evaluating Calculate and measure required dimensions within indicated or recognized tolerances. 1. Cut existing construction to provide far installation of other components or performance of the Work. comparable products of other named manufacturers, 1.5 INSTALLATION other construction,and subsequently patch as required to restore surfaces to their original 2. Locate and install all temporary facilities and controls where acceptable to the local 1.3 PRODUCT REQUIREMENTS A. General: Locate the Work and components of the Work accurately,in correct alignment and condition. City of Renton authorities having jurisdiction and utility owner. A. General Product Requirements: Provide products that comply with the Contract Documents,that elevation,as indicated. 2. Remove all debris as the cutting and demolition work progresses in a manner that will 1 3. Remove and terminate,in a manner suitable to the local authorities having jurisdiction and are complete,undamaged,and unless otherwise indicated,that are new at time of installation. B. Comply with manufacturer's written instructions and recommendations for installing products in prevent spillage or damage to adjacent surfaces,areas in the building,and to the Owner utilityowner,at completion of Work or when otherwise directed. 1. Standard Products: Unless custom products or nonstandard options are specified,provideRenton, Washington 4. Unlss otherwise specified,pay all costs associated with the use,provision,and maintenance products of both quality andapplications cs ciod. occupiedsoportions of Owe is property tenant and plega Do not allow debris to accumulate on-site. type that have been used successfully in similar situations on C. Conduct construction operations so no port of the Work is subjected to damaging operations or Transport debris off Owner's legally dispose of it. of,temporary facilities and controls includingequal quality projects. 3. Except p ry power,water,and fuel(if any)consumed until loading in excess of that expected during normal conditions of occupancy. p for items or materials indicated to be reused,selvaged,reinstalled,or otherwise Substantial Completion. 2. Where products ore accompanied by the term"as selected,"Architect will make selection. D. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component indicated to remain Owner's property,removed materials shall become Contractor's property 1.2 PROJECT CONDITIONS 3. Where products are accompanied by the term"match sample;sample to be matched is securely in place,accurately located and aligned with other portions of the Work. and shall be removed from Project site. A. Use of Permanent Utilities: When each permanent utility is operational,it may be used for Architect's. 1.6 PROGRESS CLEANING B. Cutting and Demolition Work: Cut existing construction by sowing,drilling,breaking,chipping, construction purposes,if accepted,in writing,by the Owner. 4. Descriptive,performance,and reference standard requirements in the Specifications establish 9. General: Clean Project site and work areas daily,including common areas. Coordinate progress grinding,and similar operations,using methods least likely to damage elements retained or 1. The written request for permission for use of the system from the Owner shall include,as a "salient characteristics"of products. cleaning for joint-use areas where more than one installer has worked. Enforce requirements adjoining construction. minimum,the conditions and reasons for use and provisions for and effect on equipment B. Product Selection Procedures: Procedures for product selection include the following: strictly. Dispose of materials lawfully. 1. In general,use hand or small power tools designed for sawing and grinding,not hammering warranties. 1. Product Where Specification paragraphs or subparagraphs titled"Product"name a single B. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for and chopping. Cut holes and slots as small as possible,neatly to size required,and with 2. In the event that the Owner accepts the Contractor's use of the permanent utility for the product and manufacturer,provide the product nomad. proper execution of the Work. minimum disturbance of adjacent surfaces. balance of the Work,the Contractor shall be fully responsible far it,and shall pay all casts 2. Manufacturer/Source: Where Specification paragraphs or subparagraphs titled"Manufacturer 1. Remove liquid spills promptly. 2. Mechanical and Electrical Services and Utilities: Cut off ducts,pipo or conduit in wells or1524 Fifth Avenue for operation,power,restoration and maintenance of the permanent utility. or"Source"name single manufacturers or sources,provide a product by the manufacturer or 2. Where dust would impair proper execution of the Work,broom clean or vacuum the entire partitions to be removed. Cop or plug and seal remaining portionof ducts,apel or conduit Suite 300 1.3 INSTALLATION,GENERAL work area,as appropriate. to provide a watertight closure after cutting. from the source named that complies with requirements. Seattle WA 98101 A. Locate facilities where they will serve Project adequately and result in minimum interference with C. Installed Work: Keep installed work clean. Clean installed surfaces according to written 3. Removed and Salvaged Items:Remove and transport items to storage area designated by 3. Products: Where Specification paragraphs or subparagraphs titled"Products"introduce a list instructions of manufacturer or fabricator of performance of the Work. Relocate and modify facilities as required. product installed,using only cleaning materials Owner unless otherwise indicated on the Drawings. Telephone 206.654.2100 of names of both products and manufacturers,provide one of the products listed that specificcleaningcleaning repairadequateGensler Facsimile 206.654.2121 1.4 TEMPORARY unLnY INSTALLATION specifically recommended. If materials are not recommended,use 4. Removed and Reinstalled Items:Clean and items to functional condition for complies with requirements. A General: Engage appropriate local utility company to install temporary service or connect to materials that are not hazardous to health or property and that will not damage exposed intended reuse. Reinstall items in locations indicated. Comply with installation requirements 4. Manufacturers: Where Specification parogrophs or subparagraphs titled"Manufacturers surfaces. for new materials and existing service. Where utility company provides only part of the service,provide the remainder equipment Provide connections,supports,and miscellaneous materials with matching, alible materials and equipment with utilitycompanyintroduce a list of manufacturers'names,provide a product by one of the manufacturers D. Concealed Spaces: Remove debris from concealed spaces before enclosingthe space. necessaryto make item functional for use indicated. 9 PComply listed that complies with requirements. P P recommendations. PE. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from 5. Proceed with patching after construction operations requiring cutting are complete. 1. Arrange with utility company,Owner,and existing users for time when service can be 5. Basis of Design Products: Where paragraphs or subparagraphs titled"Basis of Design damage and deterioration at time of Substantial Completion. C. Patching: Patch construction by filling,repairing,refinishing,closing up,and similar operations interrupted,if necessary,to make connections for temporary services. Product(s)"are included.Provide either the specified product or a comparable product. F. Cutting and Patching: Clean areas and spaces where cutting and patching ore performed. following performance of other Work. Patch with durable seams that are as invisible as possible. 2. Provide adequate capacity at each stage of construction. Drawings and specifications indicate sizes,profiles,dimensions,and other characteristics that Completely remove paint,mortar,oils,putty,and similar materials. Provide materials and comply with installation requirements specified in other Sections of these B. Toilet,Water,and Drinking Water Facilities: The Contractor shall make arrangements with the are based on the product named. 1. Thoroughly clean piping,conduit,and similor features before applying paint or other finishing Specifications. Landlord or Property Manager for use of the existing toilet,water,and drinking water facilities. 6. Visual Matching Specification: Where Specifications require matching an established Sample, materials. 1. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration C. Ventilation and Humidity Control: select a product(and manufacturer)that complies with requirements and matches Architect's G. During handling and installation,clean and protect construction in progress and adjoining materials into retained adjoining construction in a manner that will eliminate evidence of patching and 1. Provide adequate ventilation in enclosed areas throughout construction period required to: sample. Architect's decision will be final on whether a proposed product matches already in place. Apply protective covering where required to ensure protection from damage or refinishing. a. protect Work and products against dampness and heat; satisfactorily. deterioration at Substantial Completion. 2. Floors and Walls: Where walls or partitions that are removed extend one finished area into b. prevent moisture condensation on surfaces; a. If no product available within specified category matches satisfactorily and complies with 1.7 STARTING AND ADJUSTING another,patch and repair floor and wall surfaces in the new space. Provide on even c. provide suitable ambient temperatures for installation and curing of finish materials; other specified requirements,comply with provisions of the Contract Documents on A. Start and test equipment and operating components to confirm proper operation. Remove surface of uniform finish,color,texture,and appearance d. provide adequate ventilating to meet health regulations for safe working environment; "substitutions"for selection of a matching product. malfunctioning units,replace with new units,and retest, a. Where patching occurs in a painted surface,apply primer and intermediate point coats e. prevent hazardous accumulations of dusts,fumes,mists,vapors or gases in areas 7. Visual Selection Specification: Where Specifications include the phrase as selected from 8. Adjust operating components for proper operation without binding. Adjust equipment for proper over the patch and apply final paint coat over entire unbroken surface containing the I A issue Date aIssue Description By Check occupied during construction, operation. patch. Provide additional coats until patch blends with adjacent surfaces. manufacturers colors,patterns,textures'or a similar phrase,select a product(and C. Test each 2. Provide local exhaust ventilating to prevent harmful dispersal of hazardous substances into piece of equipment to verify proper operation. Test and adjust controls and safeties. 3. Ceilings: Patch,and repair,existing ceilings as necessary to provide an even-plane surface 01 06125/07 KMS HS manufacturer)that complies with other specified requirements. Replace damagedand malfunctioning controls and equipment of uniform a -- ----- - --- atmosphere of occupied areas. p g W'p ppec aping 1.4 SUBSTITUTION REQUESTSCLIENT REVIEW 3. Dispose of exhaust materials in manner that will not result in harmful exposure to persons 1.8 PROTECTION OF protectionctand maintainnRUnTION 4. showingwand Landscaping:Patch and repair existing curbs and sod to their original condition, or property, A. Substitutions: Substitutions will be considered only under one of the following condition: A. Provide final conditions that ensure installed Work is without damage or no signs of construction. 02 0612.1/0.7 AS HS 1. That the specified product is not available due to lockout,strike,bankruptcy,product deterioration at time of Substantial Completion. D. Workmanship: If a wall,or ceilingthat has beenpatched is to be painted,the final 2 coats of . -- - 4. Provide ventilating operations at all times personnel occupy an area,when subject to P P: discontinuance,or Acts of God CLIENT REVIEW hazardous accumulations of harmful elements. B. Comply with manufacturer's written instructions for temperature and relative humidity. paint shall be applied to the entire wall,comer to comer,or the entire ceiling wall to wall. 5. Continue operation of ventilating system for as long os required after cessation of Work to 2. That the proposed product will match or exceed the quality of the specified product while 1.9 CORRECTION OF THE WORK 03 12107/07 CM HS either providing the Owner with a cost savings or expediting the Work. ---- ---- - assure removal of harmful elements. A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. ISSUE FOR BID 3. When a warranty of performance is specified and,in the judgment of the Contractor,the 6. In the event that the Owner accepts the Contractor's use of the permanent ventilation and Comply with requirements in Division 01 Section"Cutting and Patching." specified product will not provide the desired request f air conditioning systems for the balance of the Work,provide and maintain temporary filters B. Substitution Requests: Submit three copies of each request for consideration. Identify product 1. Repairing includes replacing defective pmts,refinishing damaged surfaces,touching up with to adequately filter air being distributed through the ductwork and air handling units to the or fabrication or installation method to be replaced. Include Specification Section number and matching materials,and properly adjusting operating equipment. supply outlets;disposable filter shall be placed in front of all exhaust registers to keep title and Drawing numbers and titles. B. Restore permanent facilities used during construction to their specified condition. construction dirt out of exhaust duct work. 1. Documentation: Show compliance with requirements for substitutions and the following,os C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired - ---- - D. Electric Power and Lighting Service: without visible evidence of repair. applicable: 1. Arrange with local electric utility for temporary electric service to the site. Provide all D. Repair components that do not operate propedy. Remove and replace operating components that installation and equipment for temporary lighting and a. Statement indicating why specified material or product cannot be provided. _ eq p po ry g ng power. The electrical service shall be cannot be repaired. -- - --of adequate capacity for all construction tools and equipment without overloadingthe b. Coordination information,including a list of changes or modifications needed to other E. Remove and replace - p0 ty P parts of the Work and to construction performed by Owner and separate contractors, D chipped,scratched,and or broken gloss or reflective surfaces. temporary facilities. that will be necessary to accommodate proposed substitution. a. Provide power distribution throughout the site as required to facilitate construction c. Detailed comparison of significant qualities of proposed substitution with those of the operations. Terminations shall be provided for each voltage supply complete with circuit Work specified. Significant qualities may include attributes such as performance,product breakers,disconnect switches and other electrical devices as required to protect the material content,product manufacture,weight,size,durability,service life,maintenance, 01 73 29•CUTTING AND PATCHING AND SELECTIVE DEMOLITION power supply system, visuol effect,sustainable design criteria,and specific features and requirements indicated. 1.1 SUMMARY - --- b. A temporary lighting system shall be furnished,installed and maintained by the Contractor d. Product Delo,including drawings and descriptions of products and fabrication and A This Section includes procedural requirements for cutting and patching,and selective demolition. as required to satisfy the requirements of security and safety. Provide general 1.2 DEFiNITIONS installation prochere applicable illumination for the entire project. Provide increased levels of illumination where the work A. Cutting: Removal of existing construction necessary to permit installation or performance of is being installed. e. Samples,where applicable or requested. other Work. f. List of similar installation for completed projects with project names and addresses and 2. All temporary equipment and wiring for power and lighting shall be in accordance with thenames and addresses of architects and owners. B. Patching: repair workrequiredto restore surfaces conditions a Fitting and to original ditifter ------ applicable provisions of the governing codes and regulations,the NEC,NEMA,and OSHA installation of other Work standards. Al temporary g. Material test reports from o qualified testing agency indicating and interpreting test po ry power and lighting shall be maintained to give safe working results for compliance with requirements indicated. C. Remove: Detach items from existing construction and legally dispose of them off-site,unless conditions,continuous service,and so as not to pose a threat to the Owner's property. indicated to be removed and salvaged or removed and reinstalled. Modifyand extend temporary power and lighting h. Research/evaluation reports evidencing compliance with building code in effect for Project, po ry g g systems as the Work progress requires. from a model code organization acceptable to authorities having jurisdiction. D. Remove and Salvage: Detach items from existing construction and deliver them to Owner ready E. Telephone Service: Provide temporary telephone service throughout construction period. Long for reuse. 1. Cost information,including a proposal of change,if any,in the Contract Sum. distance calls shall be paid for by the party making the call. A toy phone is not acceptable. j. E. Remove and Reinstall: Detach items from existing construction,prepare them for reuse,and _ 1.5 TEMPORARY SUPPORT FACILITIES AND PROTECTION j. Time value to be added to,m subtracted from,the Contract time of Completion. reinstall them where indicated. A. Project Identification and Temporary Signs: No Project identification,signs or advertisements will k. Benefit(s)to the Owns F. Existing to Remain: Existing items of construction that are not to be removed and that are not be permitted on the project site. 2. Architect's Action: If necessary,Architect will request additional information or documentation otherwise indicated to be removed,removed and salvaged,or removed and reinstalled. B. Construction Aids: Provide all items,such as lifting devices,all scaffolding,staging,platforms, for eveluotion.Architect will notify Contractor of acceptance or rejection of proposed 1.3 QUALITY ASSURANCE Seal/Signature runways,ladders;and all temporary flooring,as required by the various trades for the proper substitution. Substitution requests,if any,shall be submitted so as to allow a reasonable A. Structural Elements: Do not cut and patch structural elements in a manner that could change execution of the Work. Provide such construction aids with proper guys,bracing,guards,railings time for their consideration and shall not be justification for delay of the Work. their load-ca ce oci or load-deflection ratio. P Pe 9le en P ty and other safetydevices as required bythe governingauthorities and OSHA 1.5 QUALITY ASSURANCE B. Operational Elements: Do not cut andpatch operating elements and related co eq' pepe g components in a C. Elevator and Loading Dock Usage: The Contractor shall make all arrangements with the Landlord A General: NI bids shall be boxed on the products required in the Contract Documents. manner that results in reducing their capacity to perform as intended or that results in increased or Property Manager for the use of elevators as required for transporting material and workmen B. Compatlbillly of Option: If Contractor is given option of selecting between two or more products maintenance or decreased operational life or safety. to the work areas and for the disposal of rubbish and waste materials. for use on Project,product selected shell be compatible with products previously selected,even C. Visual Requirements: Do not otter,cut and patch construction in a manner that result in visual D. Security. Provide and maintain provisions for closing and locking the site to prevent unauthorized if previously selected products were also options. evidence of cutting and patching. Do not otter,cut and patch construction exposed on the 1.6 PRODUCT DELIVERY.STORAGE,MD HANDLING entrance,vandalism,theft,and similar violations of security. exterior or in occupied spaces in a manner that would,in Architect's opinion,reduce the E. Temporary Partitions: Erect and maintain dustproof partitions and temporary enclosures to limit A. Deliver,store,and handle products using means and methods that will prevent damage, aesthetic qualities of the site. Remove and replace construction that has been altered,cut and dust and dirt migration and to separate areas from fumes and noise. deterioration,and loss,including theft. Comply with manufacturer's written instructions. patched in a visually unsatisfactory manner. F. Temporary Fire Protection: Throughout the site,during construction,provide for fire protection 1. Inspect products on delivery to ensure compliance with the Contract Documents and to 1.4 PROJECT CONDITIONS and fire prevention in accordance with all applicable Federal,state and local codes and ensure that products are undamaged and properly protected. A. Owner may occupy portions of the site immediately adjacent to area where cutting,demolition regulations. 2. Store materials in a manner that will not endanger Project structure. and patching work is to be prosecuted. Conduct cutting,demolition,and patching work so 1.6 TERMINATION AND REMOVAL B. Storage: Provide a secure location and enclosure at Project site for storage of materials and Owner's operations will not be disrupted. IProject Name A. Termination and Removal: Remove each temporary focility when need for its service has ended, equipment by Owner's construction forces. Coordinate location with Owner. 1.5 MATERIALS City of Renton-Phase II AO*Buildings/ADA Upgrades when it hos been replaced by authorized use of a permanent facility,or no later than Substantial A. Patching Materials: Use patching materials identical to existing materials and which visually Completion. Complete or,if necessary,restore permanent construction that may have been match existing adjacent surfaces. delayed because of interference with temporary facility. Repair damaged Work,clean exposed 1.6 PREPARATION surfaces,and replace construction that cannot be satisfactoril repaired. SECTION 01 73 00•EXECUTIONI P YA General:er, Comply with the Landlord's t Property Musnge an Sprit rang elevator,tenant work Protect Number 1. Remove and dispose of temporary filters and thoroughly clean the interior of the air handling 1.1 SUMMARY letter,and the building rules and requirements for using and protecting elevators,stairs, units and ductwork prior to acceptance of the Work. Provide all new filters in heating, A. This Section includes general procedural requirements governing execution of the Work. walkways,loading docks,building entries,and other building facilities during cutting and patching 32.7137.000 ventilation and air conditioningsystems. 1.2 EXAMINATION 2. Replace all lamps of the peranent lighting system,to comply with the Contract Documents, A. Existing Conditions: The existence and location of utilities,and other construction indicated os operations. CAD File Name nts. at no cost to the Owner. existing ore not guaranteed. Before beginning work,investigate and verify the existence and C. Provide adequate fire protection in accordance workwkh local fire deportment ut ties a d 3. At Substantiol Completion,clean and renovate permanent facilities used during construction location of mechanical and electrical systems and other construction effecting the Work. C. (electrical,Exng plumes and WAG, Services:gas,Before prostartitection, relatingetc.)to existhting utilitiesandservices A00-21 period. Comply with final cleaning requirements in Division 01 Section"Closeout Procedures' verify points of connection of utility services. ordisrupt service t,tVeC, firebping,orOwner telephone, spaces,wit temporarilyfythec idiscontinuet,Owner, I 1. Before construction, the location andDescription 1.3 PREPARATION or service to the existing building,or occupied notify the Architect, A. Field Measurements: Take field measurements as required to fit the Work properly. Recheck and Landlord or Property Manager. SHEET SPEC CONT. measurements before installing each product. Where portions of the Work are indicated to fit to 1. Provide at least 72 Mara'notice to Architect,Owner,and Landlord or Property Manager,and SECTION 01 60 00-PRODUCT REQUIREMENTS other construction,verify dimensions of other construction by field measurements before obtain the Owner's and Landlord's or Property Manager's approval in writing before proceeding fabrication. Coordinate fabrication schedule with constructionprogress to avoid delayingthe Work. with this aspect of the Work PART 1 - GENERAL I sure 1.1 SUMMARY 8. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically D. Drilling and Cutting:Before starting work relating to drilling and the cutting of structural - A This Section includes the following administrative and procedural requirements for the selection of on Drawings. members,notify the Architect,Owner,and Landlord or Property Manager. Prior to drilling and cutting of existing structural concrete members locate reinforcing using non-destructive methods, products for use in the Project: 1.4 CONSTRUCTION LAYOUT 1. Product selection requirements. A. General: The Work to be performed under the Contract Documents shall be laid out solely by notify the Architect.Owner,and the Landlord or Property Manager where drilling and cutting 2. Product delivery,storage,and handling. the Contractor. Provide and pay for all construction layout work required for the Project. Under operations will sever or cut into a portion of the existing reinforcing. 3. Product substitutions. no circumstances will the Architect assume any responsibilities for laying out the Work. 1. Provide at least 72 hours.notice to Architect,Owner,and Landlord or Property Manager,and 1.2 DEF1NRIONS 1, Verify all dimension shown on the drawings. Do not scale Drawings to obtain requirSt obtain the Owner's and Landlord's or Property Manager's approval in writing before proceeding 1�oo.w A Products: Items purchased for incorporating into the Work,whether purchased for Project or dimensions. Notify the Architect in writing of any discrepancies found before proceeding or with this aspect of the Work. 1 taken from previously purchased stock. The term"product"includes the terms"material; continuing with the Work. "equipment,""system,"and terms of similar intent. B. Substitutions: Changes in products,materials,equipment,and methods of construction from those required by the Contract Document os proposed by Contractor. 42007 Gensler City of Renton SECTION 017410-CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, 1.1 SUMMARY Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. 1.6 REGIONAL MATERIALS 1.10 CONCRETE MIXING • • Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of A. Provide 10 percent of building materials(by cost)that are regionally manufactured materials. A. General: Either res mix or site mix concrete at Contractor's option. Activity `/ A. This Section includes requirements for waste reduction and for the recycling of non-hazardous, D / \Ct I Y I t B u I ding construction that must be completed or corrected before certificate will be issued. B. Of the regionally manufactured materials required by paragraph above,provide at least 50y recyclable,construction and demolition debris. C. Ready-Mixedoect Mixing:xConnply with ASTM C platforms.9Measure, 1. Reinspection: Request reinspection when the Work identified in previous inspections as percent(by cost)that are regionally extracted,harvested,or recovered materials. C. Pro' t Ste - 1.1. Reduce waste by minimizing factors that contribute to waste. Project-Ste n Mix on watertight 94194M. t bmae and ma concreteropmaterialsm- incomplete is completed or corrected. 1.7 LOW-EMITTING MATERIALS 2. Use reasonable and legal means to divert construction and demolition debris from landfills and concrete according to ASTM C 94/C 94M. Mix concrete materials in appropriate drum-type 1.4 LIST OF INCOMPLETE ITEMS(PUNCH UST) A. For interior applications use adhesives and sealants that comply with the following limits for VOC and incinerators by facilitating their recycling or reuse through a Contractor developed, batch machine mixer. Excessive mixing requiring the addition of water to preserve the required City ofRenton A. Preparation: Submit three copies of list. Include name and identification of each space and content: construction waste management program. consistency will not be permitted. Mix concrete to a consistency that can be readily placed area affected by construction operations for incomplete items and items needingcorrection 1. Wood Glues: 30 /L segregation. Renton, Washington 1.2 DEF1NTIONS 9 without including,if necessary,areas disturbed by Contractor that are outside the limits of construction. 2. Metal to Metal Adhesives: 30 A. Waste Reduction: Construction practices that achieve the most efficient use of resources and g/L. 1.11 FORMWORK 1.5 OPERATION AND MAINTENANCE MANUALS materials;uses water efficiently;avoids practices such os over-packaging,improper storage, 3. Adhesives for Porous Materials(Except Wood): 50 g/L. A General:abt Design,orsconstruct,,erect,shore,s brace,and maintainformwork cretMsg to ACI providing347R. orderingerrors,poor planning,breakage,mishandlingand contamination. A. Assemble three(3)complete sets of operation and of maintenance data indicating the operation and 4. Subfoor Adhesives: 50 /L. Fabricate forms to conform to the lines,dimensions and shapesofe concrete shownfor P 9 9 B. Construction and Demolition Debris:Solid wastes arisingfrom demolition or removal,excess or maintenance of each system,subsystem,and piece of equipment not part of a system. Include 5. Plastic Foam Adhesives: 50 g/L projections as required.Make forms clean and free iofn foreign material before placing concrete. unusable construction materials,packingmaterials for constructionproducts,and other materials operation and maintenance data required in individual Specification Sections and os follows: B. Preparation of Form Surfaces: Use non-staining mineral oil or form lacquer. 1. Operation Data: 6. Carpet and Carpet Pad Adhesives: 50 g/L. 9nq generated on site during the construction process but not incorporated into the Work. 7. VCT,Asphalt Tile,and Cove Base Adhesives: 50 g/L C. Dowels:Predrill holes into concrete,spaced 32 inches(813 mm)o.c.unless otherwise shown, C. Recyclable Materials:Construction and demolition debris that can be recovered and processed into a. Emergency instructions and procedures. P new products or materials. b. System,subsystem,and equipment descriptions,including operating standards. 8. Gypsum Board and Panel Adhesives: 50 g/L and slightly oversized to receive dowels. Insert s that into holes prior to placing concrete. a Operating procedures,including startup,shutdown,seasonal,and weekend operations. 9. Rubber Floor Adhesives: 60 g/L D. Appy bonding agent to existing concrete surfaces that are to receive new concrete. D. Non-Recyclable Materials:Construction and demolition debris not capable of being reused or 1.12 STEEL REINFORCEMENT d. Description of controls and sequence of operations. 0.Ceramic Tile Adhesives: 65 L reprocessed. p 9 A. Comply with CRSI's'Manual of Standard Practice'for fabricating,placing,and supporting wire E. Hazardous Materials:Construction and demolition debris that areregulated for disposal bylocal, e. Piping diagrams. 1.Multipurpose Construction on Adhesives: 70 g/L P mesh reinforcement. f. Noise and vibration adjustments. city,county,state,or Federal authorities. 2.Fiberglass Adhesives: 80 g/L. 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before 1524 Fifth Avenue 1.3 SUBMITTALS g. Effective energy utilization. 3.Structural GlazingAdhesives: 100 L. 2. Maintenance Data: 9/ placing concrete. Suite 300 A. Construction Waste Management Program:Submit the waste management program. The program 4.Wood Flooring Adhesive: 100 g/L 1.13 CONCRETE PLACEMENT Seattle WA 98101 shall include the following: a. Manufacturer's information,including list of spore parts. 9/ Comply measuring, gtransporting, placing 5.Contact Adhesive: 250 L. A. with recommendations in ACI 304R for main, and lacin 1. Identification of Contractor's staff responsible for enforcingconstruction waste management. b. Name,address,and telephone number of Installer or supplier. Telephone 206.654.2100 P 9 6.Plastic Cement Welding Compounds: 350 g/L concrete. Comply with ACI 309 for concrete consolidation. Gensler 2. Actions that will be taken to reduce solid wastegeneration. c. Maintenance procedures. B. Curbs: Place concrete into curb forms. Strike off top surfaces of all curbs true and level. Facsimile 206.654.2121 d. Maintenance and service schedules forpreventive and routine maintenance. 7.ABS Welding Compounds: 400 g/L. 3. Description of the specific methods to be used in recycling/reuse at the various construction Trowel smooth with steel trowel e. Maintenance record forms. 8.CPC Welding Compounds: 490 g/L and demolition debris generated,including the areas and equipment,to be used for C. Slabs: Deposit concrete oe hardened or in layers of such thickness that no new concrete will be f. Sources at spare ports and maintenance materials. 9.PVC Welding Compounds: 510 g/L processing,sorting,and temporary storage of debris. son concrete that has sufficiently tost cause seams or planes of etekto avoid If a g. Copies of maintenance service agreements. 20.Adhesive Primer for Plastic: 650 g/L 4. Characterization,including estimated types and quantities of the construction and demolition A. Copies of warranties and bonds, sectiongionnat be placed colon.Maim provide construction joints.rposition Deposit concretecto lac debris to begenerated. Include P21.2Sealants: 250 L. percentages of recyclable and non-recyclable debris. segregation at its foal location.Maintain reinforcing in proper during concrete placement. i. Cleaning. 22.Sealant Primers for Nonporous Substrates: 250 L 5. List of specific construction and demolition debris materials that will be salvaged for resole, P° 9/� 1. Consolidate concrete during placement operations so that concrete is thoroughly worked j. Control sequence. salvaged and reused,or recycled. 23.Sealant Primers for Porous Substrates:c775oatings g/L. around reinforcement,other embedded ems and into comers. k. Fuels,lubricants,tool,and other related items. B. For interior applications use paints and cootin s that complywith the followinglimits for VOC 2. Bringslab surfaces to correct level usingexistingfloor slab surfaces at either side of utility 6. Name(s)of landfill and incinerator to be used and the estimated costs for use,for PP 9 I. Identification systems. content and the followingchemical restrictions: trenches,and strike off. Use derbies to smooth surface free of humps or hollows. Do not construction and demolition debris that is unable to be recycled or reused. B. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and P 7. Identification of manufacturers'reclamation programs for materials such as carpet and ceiling index data in heavy-duty,3-ring,vinyl-covered,loose-leaf binders,in thickness necessary to 1. Flat Points and Coatings: VOC not more than 50 g/L. disturb slab surfaces prior to beginning finishing operations. 1.14 FlNISHINC UNFORMED SURFACES panels. accommodate contents,with pocket inside the covers to receive folded oversized sheets. Identify 2. Non-Flat Paints and Coatings: VOC not more than 150 g/L. 8. Identification of local and conal reuseprograms,includingnon-profit organizations such os 3. Anti-Corrosive Coatings: ADO not more than 250 L A. General: Comply with ACI 302.1R for screeding,restraightening,and finishing operations for reg P• 9 each binder on front and spine with the printed title OPERATION MID MAINTENANCE MANUAL,' ^g g/ concrete surfaces. Do not wet concrete surfaces. schools,local housing agencies,and organizations that accept used and excess construction Project name,and subject matter of contents. 4. Varnishes and Sanding Sealers: VOC not more than 350 g/L B. Trowel Finish: Apply a hard trowel finish to surfaces indicated and to floor and slob surfaces materials such as materials exchange networks and Habitat for Humanity. C. 1.4 FlNAL CLEANING 5. Stains: VOC not more than 250 g/L 9. Identification of local recycling facilites that will accept construction and demolition debris. 6. Aromatic Compounds: Paints and coatings shall not contain more than 1.0 percentexposed to view nore to be con with resilient flooring,carpet,ceramic or quarry tile set over a A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with Wu n9 by cleavage membrane,point,or another thin film-finish coating system.Consolidate concrete I Issue Date&Issue Description By Cheek 10.Identification of construction and demolition debris that cannot be recycled/reused with an local laws and ordinances and Federal and local environmental and antipollution regulations. weight total aromatic compounds. ex lanotion or pasurfaces no hand-trowelingadefectstot,free ofltrowel telegraph th,uniform in texture and appearance.system. P justification. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each 7. Restricted Components: Paints and coatings shall not contain acrolein,acrylonitrile,antimony, b - 01 06/25/07 KMS HS 1.4 QUALITY ASSURANCEGrind smooth e-surface sh: Apply would towethrough appliedinfloor covering weg, _. surface or unit to condition expected in an average commercial building cleaning and benzene,butyl benzyl phthalate,cadmium,di(2-eththalat)phthalate,di-n-butyl phthalate, C. Trowel and Fine-Broom Flniyh: Apply a partial trowel finish,stopping offer second troweling,to CLIENT REVIEW A. Waste Management Program:Prepare a program that minimizes waste and diverts construction maintenance program. Com with manufacturer's written instructions. di-n-octyl phthalate,1,2-dichlorobenzene,diethyl phthalate,dimethyl phthalate,elhylbenzene, and demolition debris from landfills and incinerators byfacilitatingtheir reuse or recycling.Name Plysurfaces indicated and to surfaces where ceramic tile is to be installed by either thickset or 1. Remove labels that are not meant to be permanent formaldehyde,hexavalent chromium,isophorone,lead,mercury,methyl ethyl ketone,methyl thin-set methods. Immediately after second troweling,and when concrete is still plastic,slightly 02 0521/07 AS HS the programs and facilities who will accept the construction and demolition debris,the condition a. Do not paint over or remove'UL'and similar labels,including mechanical and electrical isobutyl ketone,methylene chloride,naphthalene,toluene(methylbenzene), scarify surface with a fine broom. CLIENT REVIEW of the construction and demolition debris required by the waste material processors,the method nameplates. 1,1,1-trichloroethane,or vinyl chloride. 1.15 TOLERANCES proposed to provide the construction and demolition debris in suitable condition and in a quantity 03 12/07/07 CZW HS 2. Touch up and otherwise repair and restore marred,exposed finishes and refaces. Replace C. Do not use composite wood and agrifiber products that contain urea-formaldehyde resin. A. Comply with ACI 117. ---- -----ISSUE acceptable to the disposal sites and waste material processors who will receive them,and the finishes and surfaces that cannot be satisfactorily repaired or restored or that already show 1.8 REFRIGERANT REMOVAL 1.16 CONCRETE PROTECTION AND CURING ISSUE FOR BID impact on the project schedule. The Contractor shall be responsible for implementation of any evidence of repair or restoration. A. Remove CFC-based refrigerants from existing HVAC and refrigeration equipment indicated to A. Begin curing after finishing concrete,but not before free water has disappeared from concrete special programs involving rebates or similar incentives related to the recycling of waste. 3. Replace parts subject to unusual operating conditions. remain and replace with refrigerants that are not CFC based. Replace or adjust existing surface. -- Revenues or other savings obtained from sale,reuse,and recycling operations shall accrue to the 4. Replace disposable air filters and clean rmonent air filters. Clean equipment to accommodate new refrigerant as described in Division 23 Sections. Contractor, P P° pe exposed surfaces of9e B. Curing Methods: Cure unformed concrete for at least seven days by moisture-retaining-cover B. Disposal Sites and Waste Material Processors: Use only facilities with valid legal permits for diffusers,registers,and grills. B. Remove HCFC-based refrigerants from existing HVAC and refrigeration equipment indicated to curing,curing compound,or a combination of these as follows: recycling and write processing issued by the jurisdictions in which they are loafed. 5. Clean light fixtures,lamps,globes,and reflectors to function with full efficiency. Replace remain and replace with refrigerants that are not HCFC based. Replace or adjust equipment to 1. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for disposal,1.5 WASTE recGEMENT PROGRAM IMPLEMENTATION burned-out bulbs,and those noticeably dimmed by hours of use,and defective and noisy accommodate new refrigerant curing concrete,placed in widest practicable width,with sides and ends lapped at least 12 starters in lighting fixtures to comply with requirements for new fixtures. 1. Refer to Division 23 Sections for additional requirements. inches(300 mm),and sealed waterproof tapeor adhesive. Immediatelyrepair anyholes A. Distribution:The Contractor shall distribute copies of the Waste Management Program to the Job 1.9 CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT ) p 6. Leave Project clean and ready for occupancy. or tears duringcuringperiod usingcover material and waterproof Site Foreman,each Subcontractor,the Owner and the Architect. rP tape. - B. General: For the duration of the project implement and maintain waste management program. C. Comply with safety standards for Removecleve. st notmdischarge from volatile,oharmful,and or dangerous A. Comply with fitter media AAD Guideline for accordingOccupied Buildings under 52.2Cattreachn: 2. to Curing Compound:manufacturer's Apply uniformly in, continuoustinoperation of power spray or roller according ------- -materials into drainage systems. waste materials Project site dispose of 1. Install-Than media having a Mdu 8 nsto ASHRAE at each return-air inlet for doing ringpewritten instructions. Maintain continuity coatingand repair During the prosecution of the Work encourage the practice of efficient waste reduction when lawfully. the air-handling system used during construction. damage sizing,cutting,and installing products and materials. REMOVALduring curing period. C. Transportation:Arrange for the regular collection,transport from the site,and delivery of the 2. ReplaceV1aair accordingfilters immediately prior to occupancy. Replacement air filters shall have a 1. FORM rem construction wastes and debris to the designated recyclers,and waste material processors and MERV 13 to ASHRAE 52.2. A. Do not remove forms until the concrete has thoroughly hardened and has attained sufficient disposal sites. strength to support its own weight without bulging. PAIRS - D. Separation Facilities:The Contractor shall provide on-site instruction of appropriate handling,and SECTION 01 81 13.SUSTAINABLE DESIGN REQUIREMENTS 1.8 Remove reclan,salvage,reuse and retum methods to be used pa appropriate stages1.1 SUMMARY SECTION 033053-MISCELLANEOUS CAST-IN-PLACE CONCRETE A. Remove and replace concrete that does not complywith requirements in this Section, cy 9 g by all rhea at the ro nate P of the Project. Provide and designate an on-site area for the separation of construction and A. This Section includes general requirements for sustainable product selection and construction SECTION 03 30 53-MISCELLANEOUS CAST-IN-PLACE CONCRETE demolition debris for reuse and recycling. Provide containers and bins in the designated area to practices. 1.1 SUMMARY facilitate separation,storage and handling which are clearly and appropriately marked. Cut all 1.2 DEFINITIONS A. This Section specifies cost-in-place concrete for interior locations. items to lengths and sizes to ft within the containers or bins provided. Where there is sufficient A. Regionally Manufactured Materials: Materials that are manufactured within a radius of 500 miles 1.2 SUBMITTALS quantity of a specific recyclable debris item(for example;salvaged metal doors and frames or (800 km)from the Project location. A. Design Mixes: Submit concrete ma design at least 3 weeks prior to beginning of cast-in-place duct work),make arrangements for items to be bundled,banded or tied,and stack in a B. Regionally Extracted,Harvested,or Recovered Materials: Materials that are extracted,harvested, concrete Work. - designoted location for a special pick-up.Maintoin the separation facilities in an orderly condition. or recovered and manufactured within a radius of 500 miles(800 km)from the Project site. B. Qualification Data: Submit qualification data for Installer and testing agency. Separate construction and demolition debris at the project site by one of the following methods: 1.3 SUBMITTALS 1.3 QUALITY ASSURANCE 1. Source Separated Method:Construction and demolition debris,that is reusable and recyclable, A. Project Materials Coat Data: Provide statement indicating total cost for building materials used A. Installer Qualifications: An experienced installer,acceptable to the Architect,with not less than ore separated from non-recyclable debris and sorted into appropriately marked separated for Project Include statement indicating total cost of mechanical and electrical components. five years experience,who has completed concrete work on not less than three projects which containers or bins and then transported to the designated recycling facility for further B. Sustainable Design Action Plans: Provide preliminary submittals within 14 days of date were similar in material,design,and extent to that indicated for this Project and whose work has processing. Non-recyclable debris is transported to a landfill or incinerator, established for commencement of the Work indicating how the following requirements will be met. resulted in construction with a record of successful in-service performance. I Seel/Signature2. Co-Mingled Method:All construction and demolition debris is placed into containers or bins 1. Waste management plan complying with Division 01 Section'Construction Waste Management B. Source Limitations: Obtain each type of cement of the same brand from the same and then transported to a recycling facility where recyclable and salvageable materials are and Disposal.' manufacturer's plant each aggregate from one source,and each admixture from the same removed,sorted,and processed and the remaining waste is transported to a landfill or 2. Recycled Content: List of proposed materials with manufacturer. incinerator. ey p pa recycled content,indicating cost and recycled content for each moteriol. C. Standards:Comply with ACI 301,'Specification for Structural Concrete;and ACI 318,'Building 3. Regional Materials: List of proposed regionally manufactured materials and regionally Code Requirements for Structural Concrete;except os modified by the requirements of the extracted,harvested,or recovered materials,indicating cost and source for each material. Contract Documents. SECTION 01 77 00-CLOSEOUT PROCEDURES 4. Construction indoor air quality management plan. 1.4 FORMWORK a. Include Product Data for temporary filtration media and for filtration media used during A. Formwork: Use plywood,tempered concrete form grade hardboard,metal,plastic,paper,or other 1.1 SUMMARY occupancy. acceptable materials capable of producing an as-cast smooth finish. Provide form facing A. This Section includes administrative and procedural requirements for contract closeout. b. Include a brief description of the SMACNA approach to be employed. materials that produce a smooth,uniform texture on the surface of the concrete. 1.2 SUBSTANTIAL COMPLETION C. Sustainable Design Progress Reports: Concurrent with each Application for Payment,submit 1.5 STEEL REINFORCEMENT A. Preliminary Procedures: Before requesting inspection for determining date of Substantial reports comparing actual construction and purchasing activities with Sustainable Design action A. Steel Dowels: ASTM A 615/A 61516,Grade 60(Grade 420),deformed,#4 bars unless otherwise Completion,complete the following. List items below that are incomplete in request. plans, shown. I Prolan Name 1. Prepare o list of items to be completed and corrected(punch list),the value of items on D. Sustainable Design Documentation Submittals: B. Plain-Steel Welded Wire Fabric: 6 x 6-W2.9 x W2.9,complying with ASTM A 185 and fabricated the list,and reasons why the Work is not complete. 1. Water Consumption: Product Data for plumbing fixtures indicating water consumption. from as-drawn steel wire into flat sheets. City of Renton-Phase II Activity Buildings/ADA Upgrades 2. Submit specific warranties,workmanship bonds,final certifications,and similar documents. 2. Product Data for adhesives and sealants used on the interior of the building indicating VOC 1.6 CONCRETE MATERIALS 3. Obtain and submit releases permitting Owner unrestricted use of the Work and access to content A. Portland Cement ASTM C 150,Type I,II,or III. services and utilities. Include occupancy permits,operating certificates,and similar releases. 3. Product Data for interior points and coatings indicating chemical composition and VOC B. Normal-Weight Aggregates: ASTM C 33,uniformly graded,with coarse oggregates not exceeding 4. Prepare and submit Project Record Documents,operation and maintenance manuals,and content 3/4-inch(19-mm)nominal size. IProject Number similar final record information. 4. Product Data for carpet products indicating VOC content C. Water. Potable. 5. Submit test/adjust/balance records. 5. Product Data for composite wood and agrifber products indicating that products contain no 1.7 RELATED MATERIALS 32.7137.000 6. Complete final cleaning requirements,including touchup painting. urea-formaldehyde resin. A. Joint-Filler Strips: ASTM D 1751,asphalt-saturated cellulosic fiber,or ASTM D 1752 cork. I CAD File Name 7. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual 1.4 PRODUCT SELECTION,GENERAL B. Bonding Agent ASTM C 1059,Type I(Redispersoble),specifically restricted for use in interior A00-22 defects. A. Products shall comply with applicable Low-Emitting Materials requirements. work not subject to water immersion or high humidity,one of the following polyvinyl acetate B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of B. Select products for Project to meet or exceed specified target percentages of recycled content bayed products: I Descriptio„ request,Architect will either proceed with inspection or notify Contractor of unfulfilled and regional materials. 1. Superior Concrete Bonder,Dayton Superior Corp. requirements. Architect will prepare the Certificate of Substantial Completion often inspection or 1.5 RECYCLED CONTENT OF MATERIALS 2. Euco Weld,Euclid Chemical Co. SHEET SPEC CONT. will notify Contractor of items,either on Contractor's list or additional items identified by A. Provide building materials with recycled content such that post-consumer recycled content plus 3. Weld-Crete,Larsen Products Corp. Architect,that must be completed or corrected before certificate will be issued. one-hat of pre-consumer recycled content constitutes a minimum of 10 percent of the cost of 4. Everweld,LAM Construction Chemicals,Inc. 1. Reinspection: Request reinspection when the Work identified in previous inspections as materials used for the Project 1.8 WRING MATERIALS incomplete is completed or corrected. 1. The cost of post-consumer recycled content of an item shall be determined by dividing the A. Moisture-Retaining Cover: ASTM C 171,polyethylene film or white burlap-polyethylene sheet seam .. 2. Results of completed inspection will form the basis of requirements for Final Completion. weight of post-consumer recycled content in the item by the total weight of the item and B. Water. Potable. 1.3 FlNAL COMPLETION multiplying by the cost of the item. C. Clear,Waterborne,Membrane-Forming Curing and Sealing Compound: ASTM C 1315,Type 1, A. Preliminary Procedures: Before requesting final inspection for determining dote of Final 2. The cost of post-consumer recycled content plus one-half of pre-consumer recycled content Class A. Completion,complete the following: of on item shall be determined by dividing the weight of post-consumer recycled content 1.9 CONCRETE MIXES 1. Submit a final Application for Payment. plus one-half of pre-consumer recycled content in the item by the total weignt of the item A. Design concrete mixtures to comply with ACI 211.1. 2. Submit certified copy of Architect's Substantial Completion inspection list of items to be and multiplying by the cost of the item. B. Prepare mixes with a 28 day compressive strength of 4000 psi(27.6 MPa),and 4 inch(100 - completed or corrected(punch list),endorsed and dated Architect. The certified co of the 3. Do not include mechanical and electrical components in the calculation. A 00 22 p copy 4. Recycled content shall be defined accordingto the Federal Trade Commission's-Guide for the mm)slump,except as otherwise indicated in Drawings. list shall state that each item his been completed or otherwise resolved for acceptance. ec c ■ Use of Environmental Marketing Claims,16 CFR 260.7(e). 0)2007 Gensler SECTION OS 50 00•METAL FABRICATIONS 1.6 FINISHES City of Renton 2. Shop cut openings to maximum extent possible. Sand edges of cutouts to remove splinters 1.1 SUMMARY A. General: Comply with NAAMM's"Metal Finishes Manual for Architectural and Metal Products"for 1.3 PROJECT CONDT1ONS and burrs. A. This Section includes concealed metal fabrications supporting other Work. recommendations for applying and designating finishes. Protect finishes by applying o strippable. A. Environmental Limitations: Do not deliver or install woodwork until building is enclosed,wet work 3. Seal edges of openings in countertops with a coat of varnish. ACti'iIt Building i I d 1 n 1.2 PERFORMANCE REQUIREMENTS temporary protective covering before shipping. is complete,and HVAC system is operating and maintaining temperature and relative humidity at 4. Install glass to comply with applicable requirements in Division 0B Section"Glazing"and in __ y g A. Structural Performance:Delegated Design. B. Stainless-Steel Finishes: levels planned for building occupants during the remainder of the construction period. CAM's"Glazing Manual." For glass in wood frames,secure glass with removable stops. 1. Countertop and Vanity Framing: Provide countertop and vanity framing capable of 1. Brushed Stainless: No.4 finish. 1.4 MATERIALS 5. For trim items wider than available lumber,use veneered construction. Do not glue for withstanding the following structural loads without exceeding the allowable design working 1.7 INSTALLATION A. Wood for Opaque Field Finish:MDF or any closed-grain hardwood. width. City of Renton A. Provide anchorage devices and fasteners where necessary for securing to in-place construction. B. Wood Products:Mode with binder containing no urea formaldehyde. 6. Backout or groove backs of flat trim members and kerf backs of other wide,flat members, stress of the materials involved,including anchors and connections,or of exhibiting excessive deflections in any of the components making up the countertops and vanities: B. Prevent galvanic action and other forms of corrosion by insulating metals and other materials 1. Medium-Density Fiberboard: ANSI A208.2,Grade MD. except for members with ends exposed in finished work. Renton, Washington a. All deadloads. from direct contact with incompatible materials. 0.Canfiber Group Ltd.;Nlgreen MDF. 7. Assemble casings in plant except where limitations of access to place of installation require b. 500 pound live load placed on the countertop and vanity, C. Perform cutting,drilling,and fitting required to install ornamental metal. Set products accurately a. SierraPine Ltd.;Medite I. field assembly. c. Deflection M Midspan: L/1000 times span or 1/8-inch-(3-mm)whichever is in location,alignment,and elevation. 2. Fire-Retardant-Treated Medium-Density fiberboard: ANSI A2082,Grade MD. B, Plastic-Laminate Cabinets: 2. Concealed Framing:M Fabricate and installmeconcealed framing for Workmsuch as operable is less. D. Fit exposed connections accurately together with hairline joints or,where indicated,with uniform 0.CanFiber Group Ltd.;Nlgreen FR. 1. AWI Type of Cabinet Construction: Flush overlay. partitionsall-glassframingcapablesupporting reveals and spaces for sealants and joint fillers. b. SierraPine Ltd.;MediteFR. 2. Laminate Claddingfor Exposed Surfaces: High-pressure decorative of grade indicated. and entrances so that,when installed, is of su rtn all 3. Particleboard: ANSI A208.1,Grade M-2-Exterior Glue. DG deadloads and withstanding live loads imposed on it from supported Work and the operation E. Do not cut or abrade finishes that cannot be completely restored in the field, Return items with a. Horizontal Surfaces Other Than Tops: FIGS. such finishes to the shopfor required alterations,followed bycomplete refinishing,or a.Rodman Industries;ducts;ore-I. of doors and other moving parts. M W g protide new b. Postformed Surfaces: HGP. 1.3 QUALITY ASSURANCE units as required. b.Columbia Forest Products;PureBond Particleboard. c. Vertical Surfaces: VGS. A Welding: puolifprocedures andF. field Welding: Comply with applicable AWS specification for procedures of manual shielded metal 4. Strawboard: ANSI A208.1 Grade M-3. d. Edges: As indicated in Drawings or selected by Architect,one of the following: g y personnel according to AWS 21.1,'Structural Welding arc welding,for appearance and quality of welds,and for methods used in correcting welding a.Meodowood Industries,Inc.;MeadowBoard. 1) VGS Code--Steel' work. Weld connections that are not to be left os exposed joints but cannot be shopwelded b.Primeboand,Inc.,a division of Masonite;PrimeBoord Premium Wheat or PrimeBoord B. Certifythat each welder has satisfactorilypassed AWSqualification tests for welding 2) PVC tope,0.018-inch(0.460-mm)minimum thickness,matching laminate in color, g processes match is shipping size surfaces.s. Grind exposed welded joints smooth and restore finish to Supremeard: Wheat. pattern,and finish. 1524 Fifth Avenue involved and,if pertinent,has undergone recertification. match finish of adjacent 5. Hardboard: MA A135.4. 1.4 METALS 3. Materials for emiaxposed Surfaces Other Than Drawer Bodies: Thermoset decorative overlay. Suite 300 1.8 CLEANING AND PROTECTION 6. Softwood Plywood: DOC PS 1,Medium Density Overlay. a. Drawer Sides and Backs: Thermoset decorative overlay. Seattle WA 98101 A Ferrous Metals: A Unless otherwise indicated,clean metals by washing thoroughly with clean water and soap,rinsing C.Thermoset Decorative Overlay: Particleboard or medium-density fiberboard with surface of b. Grower Bottoms: Thermoset decorative overlay. 1. Steel Plates,Shapes,and Bars: ASTM A 36/A 36M. with clean water,and drying with soft cloths. thermally fused,melamine-impregnated decorative paper complying with LMA SAT-1. 4. Colors,Patterns,and Finishes: As indicated by manufacturer's designations in Finish Gensler Facsimile 206.854.2121 Telephone 206.654.2100 2. Steel Tubing: Cold-formed steel tubing complying with ASTM A 500,or hot formed steel B. Restore protective coverings that have been damaged during shipment or installation. Remove D.Clear Tempered Float Glass: ASTM C 1048,Kind FT,Condition A,Type I,Class 1,Quality q3; tubing complying with ASTM A 501. coverings only when other work to be performed of same location is complete. manufactured by horizontal(roller-hearth)process,with exposed edges seamed before tempering, Schedule. 3. Steel Pipe: ASTM A 53,Type S-Seamless,Grade A suitable for close coiling or cold 6 mm thick,unless otherwise indicated. C. Plastic-Laminate Countertops: bending,standard weight(Schedule 40)minimum,unless otherwise indicated or required to E.High-Pressure Decorative Laminate: NEMA LD 3.Provide products indicated in Finish Schedule. 1, High-Pressure Decorative Laminate Grade: FIGS,except provide HGP for postformed surfaces, satisfy performance requirements,black finish. F.Said-Surfacing Material(SSM): Provide material that meets or exceeds ISSFA-2-01 2. Colors,Patterns,and Finishes: As indicated by manufacturers designations in Finish 4. Slotted Channel Framing: Cold-formed metal channels 1-5/8 by 1-5/8 inches(41 by 41 performance standards,consisting of reacted monomers and resins,mineral fillers and pigments Schedule. mm)with flange edges returned toward web and with 9/16-inch-(14.3-mm-)wide slotted SECTION 064023-INTERIOR ARCHITECTURAL WOODWORK and manufactured in sheets of specific thiclmesses.SSM shall be solid,non-porous, 3. Edges: As indicated in Drawings or selected by Architect,ane of the following; homogeneous,hygienic,renewable,and,when o hcoble,mayfeature inconspicuous hygienic a. PVC T-mold matching laminate in color,pattern,and finish holes in webs at 2 inches(51 mm)o.t. Channels made from galvanized steel complying 1.1 SUMMARY °9 PPb. Same as laminate cladding on horizontal surfaces. with ASTM A 653/A 653M,structural quality,Grade 33(Grade 230),with 090(Z275)coating; A. This Section includes installation of woodwork fabricated by others. seams.SSM shall be free from conspicuous internal strengthening fibers.Provide products 4. Core Material at Sinks: Particleboard,or medium density fiberboard made with exterior glue, 0.079-inch(2-mm)nominal thickness. B. Interior architectural woodwork includes wood furring,blocking,shims,plywood counter subtops, indicated in Finish Schedule. or exterior-grade plywood. 5. Iron Castings: ASTM A 47,Grade 32510(ASTM A 478,Grade 22010)malleable iron or ASTM and hanging strips,unless concealed within other construction before woodwork installation. G.Adhesives,General: Do not use adhesives that contain urea formaldehyde. D. Solid-Surfacing-Material Countertops: 1.2 QUALITY ASSURANCE H.VOC Limits for Installation Adhesives and Glues: Use installation adhesives that comply with the A 48,Class 30(ASTM A 48M,Class 200)gray iron. 1. Said-Surfacing-Material Thickness: 3/4 inch(19 mm). A. QualityStandard: Unless otherwise indicated,complywith AWI'e"Architectural Woodwork Quoll following limits for VOC content when calculated according to 40 CFR 59,Subpart D(EPA Method 1.5 SKINT ty 24): 2. Colors,Patterns,and Finishes: As indicated by manufacturer's designations in Finish A Shop Primer for Ferrous Metal: Fast-curing,lead-and chromate-free,universal modified-alkyd Standards"for grades of interior architectural woodwork,construction,finishes,and other Schedule. primer complying with performance requirements in FS TT-P-664 and compatible with finish paint requirements. 1. Wood Glues: 30 g/L 3. Fabricate tops in one piece with shop-applied backsplashes and edges,unless otherwise systems indicated. 1.3 PROJECT CONDITIONS 2. Contact Adhesive: 80 g/L indicated. Comply with solid-surfacing-material manufacturer's written recommendations for taus D.I.a Issue Dw.aeper oe 0 check 1.6 MISCELLANEOUS MATERIALS A. Environmental Limitations: Do not deliver or install woodwork until building is enclosed,wet work 1.5 FIRE-RETARDANT-TREATED MATERIALS adhesives,sealers,fabrication,and finishing. I A. Fasteners: Zinc-plated fasteners with coating complying with ASTM B 633,Class Fe/Zn 5,of is complete,and HVAC system is operating and maintaining temperature and relative humidity at A. Fire-Retardant-Treated Lumber and Plywood: Materials impregnated with fire-retardant chemical E. Blind Frames for Doors and Cased Openings:Products fabricated from medium-density fiberboard. - 01 0.6/25/07 KMS__ HS type,grade,and class required by application indicated. levels planned for building occupants during the remainder of the construction period. formulations to comply with AWPA C20(lumber)and AWPA C27(plywood),Exterior Type or Taper edges for taping and floating into adjacent gypsum board for flush finished surface. - -- - - 8. Nonshrink,Nonmetallic Grout: ASTM C 1107,factory-packaged,nonstaining,noncorrosive, 1.4 MATERIALS Interior Type A. Use fire-retardant-treatment formulations that do not bleed through or 1.9 SHOP FINISHING CLIENT REVIEW nongaseous grout. A. Wood Products:Made with binders containing no urea formaldehyde, otherwise adversely affect finishes. Kiln-dry material after treatment. A. Finish architectural woodwork at fabrication shop. Defer only final touchup,cleaning,and 0208/21/07 __ AS HS 1. Medium-DensityFiberboard: ANSI A208.2,Grade MD. B. Fire-Retardant Particleboard: Panels rade from softwoodparticles and fire-retardant chemicals - -- - 1.7 FINISHESpolishing until afterpinstallation.necoCLIENT REVIEW A. Finish metal fabrications after assembly, Comply with NAAMM's"Metal Finishes Manual for 2. Particleboard: ANSI A208.1,Grade M-2-Exterior Glue. mixed together at time M panel manufacture with flame-spread index of 25 or less and B. Backpriming: Apply one coat of sealer or primer,compatible with finish coats,to concealed 3. Strawboard: ANSI A208.1 Grade M-3. smoke-developed index of 25 or less per ASTM E 84. 03 12107/07 CZW HS Architectural and Metal Products"far recommendations for applying and designating finishes. surfaces of woodwork Apply two coots to back of paneling. __._.._.-_. _.-.- 4. Hardboard: ANA A135.4. C. Fire-Retardant Fiberboard: ANSI A208.2 medium-densityfiberboardpanels made from softwood Shop prime ferrous-metal Rem. C. Shop priming:Shop prime the following components on all sides of all pieces: ISSUE FOR BID 1. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces by removing oil, 5. Softwood Plywood: DOC PS 1,Medium Density Overlay. fibers,synthetic resins,and fire-retardant chemicals mixed together at time of panel manufacture 1. Blind door frames. 6. Veneer-Faced Panel Products Hardwood Plywood): HPVA HP-1. with flame-spread index of 25 or less and smoke-developed index of 200 or less par ASTM Escheduled grease,and similar contaminants in accordance with SSPC-SP 1 "Solvent Cleaning;followed d y" ) 3. Case l efhe field painting.fld with SSPC-SP 3,"Power Tool Cleaning" C. AdhVOC s, for nDo not use adhesives that contain urea fion adhesives 84. 3. Closet shrives scheduled for field painting. 2. Apply a minimum of one coat of shop primer to uncoated surfaces of metal fabrications, C. VOC Limits for Installation content whenhes and Glues: Use installation adhesives that comply with the 1.6 CAGenINET HARDWARE AND ACCESSORIESand 1.10 INSTALLATION following limits for VOC calculated according to 40 CFR 59,Subpart D(EPA Method A. General: Provide cabinet hardware accessory materials for a complete installation of A. Condition woodwork to average prevailing humidity conditions in installation areas and examine - --- ---- except those to be field welded,and those to be embedded in sprayed-on fireproofing,or 24): architectural woodwork,except for items specified in Division 08 Section"Door Hardware.' masonry,unless otherwise indicated. Comply with SSPC-PA 1,"Point Application Specification P Pecand complete work as required,including removal of packing and backpriming before installation. No.1,"for shoppainting. 1. Wood Glues: 30 g/L. B. Hardware Standard: Comply with BHMA A156.9 for items indicated by referencing BHMA numbers B. Quality Standard: Install woodwork to comply with AWI Section 1700 for the same grade or items referenced to this standard. specified in this Section for of woodwork involved. 1.8 INSTALLATION 2. Contact Adhesive: 250 g/L Pec type A General: Provide anchorage devices and fasteners for securingmetal fabrications to in-place 1.5 INSTALLATION MATERIALS C. Frameless Concealed Hinges(European Type): C. Install woodwork level,plumb,true,and straight to o tolerance of 1/8 inch in 96 inches(3 mm 9p A. Furring,Blocking,Shims,and Hanging Strips: Softwood or hardwood lumber,kiln-dried to less 1. Provide 170 degree minimum opening capabilities. For end doors perpendicular to walls, in 2400 mm). Shim as required with concealed shims. construction. Perform cutting,drilling,and fitting required for installing metal fabrications. Set than 15 percent moisture content. provide 90 degree type. D. Scribe and cut woodwork to fit adjoining work,and refinish cut surfaces and repair damaged metal fabrications accurately in location,with edges and surfaces level,plumb,and true.Drill 1.6 FABRICATION 2. For doors 32-inches 800-mm high or kss,provide 2pair of hinges,add 1 2pair for holes for bolts to the exact diameter of the bolt. Provide screws threaded full length to the ( ) 99e / finish at cuts. A screw head. General: Complete fabrication to maximum extent possible before shipment to Project site. every additional 20-inches(500 mm). E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with Where necessary for fitting at site,provide allowance for scribing,trimming,and fitting. D. Pulls:As indicated countersunk,concealed fasteners and blind nailing os required for complete installation. Use fine -- - -- _---- -- - - B. Fit exposed connections accurately together to form hairline joints. Weld connections that are 1. Interior Woodwork Grades: E. Shelf Rests: BHMA A156.9,604013. finishing nails or finishing screws for exposed fastening,countersunk and filled flush with - not to be left as exposed joints but cannot be shop welded because of shipping size limitations. a. Custom Grade except as otherwise indicated. . woodwork F. Closet Rods and Flanges:Knape and Vogtand matching final finish if transparent finish is indicated. C. Field Welding: Comply with the following requirements: - ---- -- -- ---- - -- -- - - 1. Use materials and methods ChM minimize distortion and develop strength of base metals. 1.7 INSTALLATION 1. For spans up to 48 inches: No.KV 770-1 rod with 735 flanges. F. Standing and Running Trim: Install with minimum number of joints possible,using full-length 2. Obtain fusion without undercut or overlap. A. Condition woodwork to average prevailing humidity conditions in installation areas and examine and 2. For spans from 48 inches up to 84 inches: No.KV 770-5 rod with 766 flanges. pieces(from maximum length of lumber available)to greatest extent possible. Fill gaps,if any, 3. Remove welding flux immediately. complete work as required,including removal of packing and backpriming before installation. G. Adjustable Shelf Standards and Brackets for Wall-Hung Open-Shelving:Knape and Vogt. between top of base and wall with plastic wood filler,sand smooth,and finish same as wood _ 4. At exposed connections,finish exposed welds and surfaces smooth and blended so no B. Quality Standard: Install woodwork to comply with AWI Section 1700 for the same grade specified 1. Standards: Model No.87090 Extra Heavy Duty 87-187 Series;lengths as indicated. base,0 finished. roughness shows after finishing and contour of welded surface matches that of adjacent in this Section for type of woodwork involved. 2. Brackets: C. Blind Frames for Doors and Cased Openings:Install with minimum number of joints possible, surface. C. Install woodwork level,plumb,true,and straight to a tolerance of 1/8 inch in 96 inches. Shim o. Model No.186 LL ANO for 8-and 10-inch(200-to 250-mm)deep shelves. using full-length pieces(from maximum length of lumber available)to greatest extent possible. --- -- - -- -- -- ------ D. Touch up surfaces and finishes after erection. Clean field welds,bolted connections,and abraded as required with concealed shims. b. Model No,187 LL ANO for 12-to 24-inch(300-to 600-mm)deep shelves. Tape and fill joints with joint compound as for gypsum board work,as indicated in Division 09 areas and touch up paint with the some material as used for shop painting. D. Scribe and cut woodwork to fit adjoining work,and refinish cut surfaces and repair damaged 3. Shelf Rests: Model No.210 ANO End Rest and Model No.211 ANO Center Rest with Model Section"Gypsum Board". finish at cuts. No.129 RUB Rubber Cushions. H. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with H. Drawer Sides for Custom Grade Cabinetry: Unless noted otherwise,provide positive stop, aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered countersunk,concealed fasteners and blind nailing os required for complete installation. Use fine self-closing,side-mounted,full-extension,zinc-plated steel drawer slides with steel ball bearings. operation. SECTION 057000-DECORATIVE METAL finishing nils or finishing screws for exposed fostering,countersunk and filled flush with Products of Accuride,Inc. Faster wall cabinets through bock,near top and bottom,at ends and not more than 16 woodwork and matching final finish if transparent finish is indicated. 1. Pencil Drawer Slides: Partial extension type,Model No.2132. inches(400 mm)o.c.with No.10 wafer-head sheet metol screws through metal backinga Ieul/Signature 1.1 SUMMARY F. Cabinets: Install without distortion so doors and drawers fit openings property and ore accurately2. Box Drawer Slides: 1009 1. This Section includes custom ornamental metal items and trims. Pn g P PcrlY pound(45 kg)capacity minimum,up to 20 inches(500 mm)wide, metal framing or it securelyefinish. 1,2 METALS aligned. Adjust hardware to center doors and drovers in openings and to provide unencumbered Model No.3B325C,color zinc. I. Countertops: Anchor by screwing through comer blocks of bole cabinets or other A Stainless Steel: operation. 3. Lateral File Drawer Slides: 150 pound(68 kg)capacity minimum,up to 24 inches(600 supports into underside of countertop. Calk space between backsplash and wall with sealant 1. Fasten wall cabinets through bock,near top and bottom,at ends and not more than 16 mm)wide,Model No.4034 over-travel. 1. Tubing: ASTM A 554,Grade MT 304. inches o.c.with No.10 wafer-head sheet metal screws through metal backing or metal specified in Division 07 Section"Joint Sealants. 4. Lateral File Drawer Slides: 200 pound(90 kg)capacity minimum,up to 42 inches(1050 2. Pipe: ASTM A 312/A 312M,Grade TP 304. framing behind wall finish. 3. Sheet,Strip,Plate,and Flat Bar. ASTM A 666,Type 304. G. Countertops: Anchor securely by screwing through corner blocks of base cabinets or other mm)wide,Model No.3640. 4. Bars and Shapes: ASTM A 276,Type 304. supports into underside of countertop. Calk space between backsplash and wall with sealant 5. Keyboard Slide: Model No.2109,color zinc. 1.3 MISCELLANEOUS MATERIALS6. Refuse Cabinets: Model No.3600-201. specified in Division 07 Section'Joint Sealants." A. Welding Electrodes and Eller Metal: Type and alloy recommended by producer of metal to be I. Flipper Door Sides: For vertically mounted retracting cabinet doors up to 75 pounds(34 kg) welded for color match,strength,and compatibility in fabricated items. and 72 inches(1800 mm)tall,Model No.1432,zinc color,with hinge carrier strip. B. Fasteners: Same basic metal os fostened metal;concealed,unless otherwise indicated,with J. Silencers: Rubber,approximately 1/4-inch(6.4-mm)diameter,color compatible with adjacent Phillips flat-head screws for exposed fasteners,unless otherwise indicated. SECTION 06 40 26-INTERIOR ARCHITECTURAL WOODWORK finish. IProJ•n Name 1.4 FABRICATION,GENERAL K. Aluminum Sides for Sliding Glass Doors: Heavy duty track assembly consisting of upper guide, A. Form ornamental metal with true curves,lines,and angles. 1.1 SUMMARY shoe-H bar,lower track and rollers;clear anodized finish: City of Renton-Phase II AcUyify Buildings/ADA Upgrades B. Provide necessary rebates,lugs,and brackets to assemble units and to attach to other work. A. This Section includes interior woodwork for the following applications: No.0123A by C.R.Laurence Company,Inc. C. Clean and dress exposed welded joints. Standing and running trim for field finish. L. Door and Drawer Locks: D. Mill joints to a tight,hairline fit;cope or miter comers. Plastic-laminote cabinets. Pin and tumbler side bolt lock.two keys each. Prevent galvanic action and other forms of corrosion by insulating metals and other materials from Plastic-laminate countertops. Key all locks inside one room alike and provide masterkey for all locks in project. I Project Number direct contact with incompatible materials. Solid-surfacing-material countertops. Finish to match adjacent pull,or as selected by Architect. E. Comply with AWS for recommended practices in shop welding. Weld behind finished surfaces Wall-hung,adjustable open shelving. M. Grommets for Coble Passage through Countertops: Metal or plastic grommets and matching caps32.7137.000 without distorting or discoloring exposed side. Clean exposed welded and brazed joints of flux, Closet rods and shelves. with slot for wire passage,as selected by Architect,by Doug Mockett and Co.,Inc. I CAD File Nem. and dress exposed and contact surfaces. Blind frames for doors ad cased openings. N. Exposed Hardware Finishes: Complying with BHMA A156.18 for BHMA finish number indicated. 1.5 FABRICATION OF FORMED METAL Premium grade woodwork specified in another Division 06 Section. 1. Dark,Oxidized,Satin Bronze,Oil Rubbed: BHMA 613 for bronze base;BHMA 640 for steel A00.23 A. Preassemble formed-metal fabrications in shop to greatest extent possible.Form metal to profiles B.Interior architectural woodwork includes wood furring,blocking,shims,and hanging strips,unless base. I Description indicated,in maximum lengths to minimize joints. Produce flat,flush surfaces without cracking concealed within other construction before woodwork installation. 2. Bright Brass,Clear Coated: BHMA 605 for brass base;BHMA 632 for steel base, or grain separation at bends. Fold back exposed edges of unsupported sheet metal to form o 1.2 QUALITY ASSURANCE 3. Satin Chromium Plated: BHMA 626 for brass or bronze base;BHMA 652 for steel base. SHEET SPEC CONT. 1/2-inch-(12-mm-)wide hem on the concealed side,or ease edges to a radius M A.Installer Qualifications: Fabricator of woodwork. 4. Bright Chromium Plated: BHMA 625 for brass or bronze base;BHMA 651 for steel base. approximately 1/32 inch(1 mm)and support with concealed stiffeners. B.Quality Standard: Unless otherwise indicated,comply with AM's"Architectural Woodwork Quality 5. Satin Stainless Steel: BHMA 630. B. Increase metal thickness of formed metal fabrications,or reinforce with concealed stiffeners, Standards"for grades of interior architectural woodwork,construction,finishes,and other 1.7 INSTALLATION MATERIALS backing materials,or both,as needed to provide surface flatness equivalent to stretcher-leveled requirements. A. Furring,Blocking.Shims,and Hanging Strips: Softwood or hardwood lumber, I Scale _ standard of flatness and sufficient strength for indicated use. C. Fre-Test-Response Characteristics: Where fire-retardont materials or products are indicated, fire-retardant-treated where required or indicated,kiln-dried to less than 15 percent moisture 1. Support joints with concealed stiffeners as needed to hold exposed faces of adjoining sheets provide materials and products with specified fire-test-response characteristics as determined by content. in flush alignment. testing identical products per test method indicated by UI.,ITS,or another testing and inspecting 1.8 FABRICATION C. Where welding or brazing is indicated,weld or braze joints and seams continuously. Dress to agency acceptable to authorities having jurisdiction. Identify with appropriate markings of A. General: Complete fabrication to maximum extent possible before shipment to Project site. produce exposed surfaces in which joints are not visible. applicable testing and inspecting ogency in the form of separable paper label or,where required Where necessary for fitting at site,provide allowance for scribing,trimming,and fitting. D. Prevent galvanic action and other forms of corrosion by insulating metals and other materials by authorities having jurisdiction,imprint on surfaces of materials that will be concealed from 1. Interior Woodwork Grades:AWI Custom,except as otherwise indicated. from direct contact with incompatible materials. view after installation. a. Premium Grade at woodwork for transparent finish.See Division 06 Section"Premium A00.23 Grade Interior Architectural Woodwork. ®2007 Gensler City of Renton C. Sealed Joints: Form nonexponsion but movable joints in metal to accommodate elastomeric 1. Perform 10 tests for the first 1000 feet(300 m)of joint length for each type of exposed SECTION 07 21 00•THERMAL INSULATION sealant to comply with SMACNA recommendations. 1. Warranty Period: 20 years from date of Substantial Completion. exterior wall sealant and joint substrate. D. Expansion Provisions: Where lapped or bayonet-type expansionprovisions in the Work cannot be 1.5 MATERIALS,GENERAL 2. Perform one test for each 1000 feet(300 m ofjoint length thereafter m one testper Activity Building • 1.1 SUMMARY Da PDe Y type D ) 9t - used,forme anion of interrneshingA. Compatibility: Provide joint sealants,backings,and other related materials that ore compatible A. This Section includes concealed cotton-fiber building insulation and vapor retarders. expansion joints hooked flanges,not less than 1 inch(25 mm)deep, with one another and with joint substrates under conditions of service and a icatlan,as stated each floorsin testingeelevation. 1.2 QUALITY ASSURANCE filled with butyl sealant concealed within joints. Pa 8. Field adhesion of sealants shall take place with the sealant manufacturers representative A. Fire-Test-Response Characteristics: Provide insulation and related materials with the E. Conceal fasteners and expansion provisions where possible on exposed-to-view sheet metal by sealant manufacturers published data,and as substantiated by the manufacturer for each present fire-test-response characteristics indicated,as determined by testing identical products per ASTM flashing and trim,unless otherwise indicated. application through testing. 1. Test Method: Test joint sealants by hand-pull method described below: City of Renton E 84 for surface-burning characteristics,by UL or another testing and inspecting agency F. fabricate cleats and attachment devices from same material as accessory being anchored or B. VOC Content of Interior Sealants: Provide interior sealants and sealant primers that comply with a. Make knife cuts from one side of joint to the other,followed by two cuts approximately acceptable to authorities having jurisdiction, Identify materials with appropriate markings of from compatible,noncorrosive metal,and in thickness not less than that of metal being secured. the following limits for VOC content when calculated according to 40 CFR 59,Subpart 0(EPA 3 inches(75 mm)long at sides of joint and meeting cross cut at one end. Place a Renton, Washington applicable testing and inspecting agency. 1.6 WALL SHEET METAL FABRICATIONS Method 24): mark 1 inch(25 mm)from cross-cut end of 3-inch(75-mm)piece. B. Recycled Content: Provide cotton-fiber insulation with recycled content so postconsumer recycled A Openings flashing in Frame Construction: Fabricate through wall head,sill,jamb,base 1. Sealants: 250 g/L b. Use fingers to grasp 3-inch(75-mm)piece of sealant between cross-cut end and content plus one-half of preconsumer recycled content is not less than 40 percent. course/foundation,and similar flashings to extend 4 inches(100 mm)beyond wall openings. 2. Sealant Primers for Nonporous Substrates: 250 g/L. 1-inch(25-mm)mark;pull firmly at a 90-degree angle to the joint in the direction of C. ICC Evaluation Report:Provide products with current ICC Evaluation Reports.Insulation products Form head and sill flashing with 2-inch-(50-mm-)high end dams. Fabricate from the 3. Sealant Primers for Porous Substrates: 775 g/L side cuts and hold the sealant in this position for 10 seconds;following the 10 second provided shall be identical to those tested for the report. following material: C. Colors: For fully concealed joints,provide manufacturer's standard color of sealant which has time duration pull sealant at a 180 degree angle parallel to the joint and hold the 1.3 INSULATING MATERIALS 1. Stainless Steel: 0.0156 inch(0.4 mm)thick. the best overall performance characteristics for the application shown. For exposed joints provide sealant in this position for 10 seconds. Pull sealant away from joint to the distance A. General: Provide insulating materials that comply with requirements and with referenced 2. Galvanized Steel: 0.0217 inch(0.55 mm)thick custom colors to match Architect's samples of the adjacent substrates. recommended by sealant manufacturer for testing adhesion. standards and in sizes to fit applications indicated,selected from manufacturer's standard 3. Aluminum-Zinc Alloy-Coated Steel: 0.0217 inch(0.55 mm)thick. D. Manufacturers Representative: Do not use elastomeric sealant produced by any manufacturer c. For joints with dissimilar substrates,check adhesion to each substrate separately. Do thicknesses,widths,and lengths. 1.7 INSTALLATION,GENERAL who will not agree to send a qualified technical representative to the project site when requested, this by extending cut along one side,checking adhesion to opposite side,and then B. Cotton-fiber blanket insulation consisting of fibers manufactured from recycled cotton fabric. A. Examine substrates,areas,and conditions,with Installer present,to verify actual locations, for the purpose of rendering advice concerning the proper installation of manufacturer's materials. repenting this procedure for opposite side. 1. Unfaced Cotton Fiber Blanket Insulation: Acceptable according to ICC Evaluation Guideline for dimensions and other conditions affecting performance of work. 1.6 ELASTOMERIC JOINT SEALANTS 2. Record test results,and observations of joint and sealant conditions,in a Geld adhesion test 1524 Fifth Avenue Cotton Insulation;passing ASTM C 739;with maximum flame-spread and smoke-developed 1. Verity that substrate is sound,dry,smooth,clean,sloped for drainage,and securely A. General: Use self leveling compounds for horizontal joints in pavements and non-sag compounds log' indices of 25 and 50,respectively;passing ASTM E 136 for combustion characteristics. anchored. for all other areas except as shown or specified. 3. Repair joint sealants pulled from test area os recommended by sealant manufacturer. Suite 300 2. Product Bonded Logic,Inc.;UltraTouch. 2. Proceed with installation only after unsatisfactory conditions have been corrected. B. Silicone Sealants(Non-Sag): C. Sealants not evidencing adhesive failure from testing will be considered satisfactory. Remove Seattle WA 98101 1.4 VAPOR RETARDERS Joints sealants that fail to adhere tojoint substrates duringtestingor to complywith other B. General: Mchor sheet metal flashing and trim and other components of the Work securely in 1. Typical Exterior Wall Joints(Two-part Silicone Sealants):756 Silicone Building Sealant-HP Telephone 206.654.2100 A. Reinforced-Polyethylene Vapor Retarders: 2 outer layers of polyethylene film laminated to an place,with provisions for thermal and structural movement. Use fasteners,solder,welding rods, requirements. Retest foiled applications until test results prove sealants comply with indicated Gensler with Additive;pow Coming. Facsimile 206.654.2121 inner reinforcing layer consisting of either nylon cord or polyester scrim and weighing not less protective coatings,separators,sealants,and other miscellaneous items as required to complete requirements. / sq. (12g/ sq. perm2. Butt Glazing at Vision Glass(One-part Silicone Sealants):ASTM 0920,Type S,Grade NS, than 25 Ib 1000ft. k 100 m),with maximum permeance ratingof 0.0507 sheet metal flashing and trim system. Class 25;use NT,G,and A. (2.9 ng/Pax s x sq.m). 1. Torch cutting of sheet metal flashing and trim is not permitted. a. Cure System: Neutral-Cure,medium modulus,System which is compatible with and B. Vapor-Retarder Tape: Pressure-sensitive tape of type recommended by vapor-retarder C. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates,protect adherent to the two pad insulating glass edge seals,glazing accessories and metal SECTION 081113-HOLLOW METAL DOORS AND FRAMES manufacturer for sealing joints and penetrations in vapor retarder. against galvanic action by painting contact surfaces with bituminous coating or by other window frame materials being provided for the project. 1.5 INSTALLATION permanent separation as recommended by fabricator or manufacturers of dissimilar melals. 1.1 SUMMARY A. General: Install insulation to comply with insulation manufacturers written instructions applicable D. Install exposed sheet motel flashing and trim without excessive oil conning,buckling,and tool b. Color:As selected by Architect from manufacturer's full range. 0. This Section includes standard steel doors and frames and custom stone-clad steel doors and to products and application indicated. Extend insulation in thickness indicated to envelop entire marks. a. Products: frames. area to be insulated. Cut and fit tightly around obstructions end fill voids with insulation. E. Install sheet metal flashing and trim true to line and levels indicated. Provide uniform,neat 1) Dow Coming Corporation;795 Silicone Building Sealant. 1.2 SUBMITTALS Remove projections that interfere with placement seams with minimum exposure of solder,welds,and elastomeric or butyl sealant 2) Tremas;Spectrem 2. A. Construction Samples,approximately 18 by 24 inches(450 by 600 mm),representing the U. Installation of General Building Insulation: Apply insulation units to substrates by method F. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. C. Two Part Polyurethane Sealants(Non-Sag): required construction of custom doors and frames for Project indicated,complying with manufacturer's written instructions. If no specific method is indicated, Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. 1. Typical Exterior Wall Joints(Two-part Polyurethane Sealants):One of the following. 1. Doors: Show vertical-edge,top,and bottom construction;insulation;face stiffeners;and bond units to substrate with adhesive or use mechanical anchorage to provide permanent 1. Space cleats not more than 12 inches(300 mm)apart. Anchor each cleat with two a. Pecora Corporation;Dynatrol II. hinge and other applied hardware reinforcement. Include louver section and glazing stops if placement and support of units. fasteners.Bend tabs over fasteners. b. Sonnebom Building Products Div.,ChemRex,Inc.;Sonolastic NP-2?. applicable. 1. Install mineral-fiber blankets in cavities fanned by framing members according to the G. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space c. Tremco,on RPM Co.;Dymeric 240. 2. Welded Frames: Show profile,welded comer joint,welded hinge reinforcement,dust-cover following requirements: movement joints at a maximum of 10 feet(3 m)with no joints allowed within 24 inches(600 D. Two-Part Polyurethane Sealant(Self Leveling): ASTM C920,Type M,Grade P,Class 25;use T; boxes,floor and wall anchors,stops,and silencers. Include panel and louver sections and IL a. Use blanket widths and lengths that fill the cavities formed by framing members. N mm)of corner or intersection. Where lapped or bayonet-type expansion provisions cannot be one of the following: glazing stops if applicable. issue Date aleen Description By Check more than one length is required to fill cavity,provide lengths that will produce a snug used or would not be sufficiently watertight,form expansion joints of intermeshing hooked 1. Pecara Corporation;Urexpan NR-200. B. Certificate of Compliance for Fire Rated Doors: Provide copies of Certificate of Compliance for -- 01 06/25/07 KMS HS fit between ends. 2. Sonnebom BuildingProducts Do.,ChemRex,Inc.;Sonolastic IL 2 all fire rated door assemblies,all smoke and draft control door assemblies,and all temperature -- - -- ---_ _--- flanges,not less than 1 inchofsizes(25 mm)deep,filled with butyl sealant concealed within joints. P. pe CLIENT REVIEW b. Place blankets in cavities formed by framing members to produce a friction fit between 3. Tremco,an RPM Co.;THC 900. rise rated door assemblies. H. fasteners: Use fasteners of that will penetrate substrate not less than 1-1/4 inches(32 edges of insulation and adjoining framing members. E. Sealants for Contact with Food: Comply with 21 CFR 177.2600,NSF Standard 51,and ASTM 1.3 PERFORMANCE D REOE in er doors FORanddSfra DOORSoAND FRAMESrcladding 02 08/21/07 AS HS mm)for nails and not less than 3/4 inch eel mm)for wood screws. - - - - ---- -- --2. For metal-framed wall cavities where cavity heights exceed 96 inches(2436 mm)support 0920. A. Delegated Design:Engineer frames to carry stone shown in Drawings with 1. Metallic-Coated Steel: Use stainless-steel fasteners. CLIENT REVIEW unlaced blankets mechanically and support faced blankets by taping stapling flanges to 2. Stainless Steel: Use stainless-steel fasteners. 1. Dow Corning;786 Mildew Resistant Silicone Sealant deflection not to exceed that indicated in SDI 117,with no permanent set or fatigue during flanges of metal studs. F. Mildew-Resistant Silicone Sealant(use for joints at toilet fixtures,public toilet room countertops normal operation of the doors.Comply with ANSI/NAAMM-HMMA 861. 03 12107107 CZW HS I. Sejoints on elastomeric or butyl de Division as required for watertight Steal construction. Comply with - - OR BI -- ---- --- 3. for wood-formed construction,install mineral-fiber blankets according to ASTM C 1320. and vanities,aha at janitor closet mop receptor to wall transition): Complying with ASTM 0920, 1.4 QDALITY ASSURANCE ISSUE FOR BID 4. Stuff feces of cotton-fiber insulation into miscellaneous voids and recommendations of ASTM C 1193 and Division 07 Section"Joint Sealants." D cavity spaces where J. Soldered Joints: Clean surfaces to be soldered,removing oils and foreign matter. Pretin edges Type S(single component),Grade NS(non-seg),class 25,Use NT(non-traffic),Substrate uses A Steel Door and Frame Standard: Comply with the applicable provisions and recommendations of shown. Compact to approximately 40 percent of normal maximum volume equaling a density G,A and 0; and containing a fungicide for mildew resistance.One of the following: the following publications by Hollow Metal Manufacturers Association(HMMA)Div,of Nationalof sheets to be soldered too width of 1-1/2 inches(38 mm)except where preti�nned surface of approximately 2.5 lb/cu.ft.(40 kg/cu.m). 1. Dow Corning;786 Mildew Resistant Silicone Sealant. Association of Architectural Metal Manufacturers(NAAMM),unless more stringent requirements are would show in finished Work. indicated in the Contract Documents: C. Installation of Vapor Retarders: Extend vapor retarder to extremities of areas to be protected 2. GE Silicones;Sanitary SCS 1700. from vapor transmission. Secure inplace with adhesives or other anchorage W Do not solder IN TAaluminum ION sheet. _. Po g system as 3. Pecora Corporation;898 Silicone Sanitary Sealant. 1. HMMA"Hollow Metal Manual'. -- ---- - 1.8 WALL FLASHING INSTALLATION indicated. Extend vapor retarder to cover miscellaneous voids in insulated substrates,including 1.7 LATEX JOINT SEALANTS 2. HMMA 861 'Guide S ecificotions for Commercial Hollow Metal Doors and Frames those filled with loose-fiber insulation. A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture according D 1 to SMACNA recommendations and as indicated. Coordinate installation of wall flosning with A. Latex Sealant: Non-elastomeric,one part,non-sag,paintable latex sealant that is recommended B. Fire-Rated Door Assemblies: Assemblies complying with NFPA BO that are listed and labeled by a Seal vertical joints in vapor retarders over framing by lapping not less than two wall studs. installation of wall-opening components such as windows,doors,and louvers. for exposed applications on the interior. Complying with ASTM C 834,one of the following: testing and inspecting agency acceptable to authorities having jurisdiction,for fire-protection Fasten vapor retarders to framing at top,end,and bottom edges;at perimeter of wall 1. Pecora Corporation;AC-20+Silicone openings; and at la B. Openings Flashing in Frame Construction: Install continuous through wall head,sill,jamb,and Door indicated,based on testing according to NEPA 1997 UBC Standard 7-2'Fre Test of p joints. Space fasteners 16 inches(406 mm)as. 2. Tremco,om Building Products Div.,ChemRex,Inc;Sonolastic Sonolac. 2. Firmly attach vapor retarders to substrates with mechanical fasteners or adhesives as similar flashings to extend 4 inches(100 mm)beyond wall openings. 3. on RPM Co.;Tremflex 834. Door Assemblies",and UBC Standard 7-4'Fire Test eofs Window Assemblies",and UL 100 C. Clean exposed metal surfaces for uniform oxidation and weather exposure;neutralize flux "Standard for Positive Pressure Fre Tests of Door Assemblies'. Fire classification labels at all recommended by vapor-retarder mandurer' materials;clean off excess solder and sealants;and remove strippable films,if any. 1.8 JOINT-SEALANT BACKING doors with fire ratings greater than 20 minutes shall indicate the temperature rise developed on 3. Seal joints caused by pipes,conduits,electrical boxes,and similar items penetrating vapor A. General: Provide sealant backings of material and type that are nonstaining;are compatible with retarders with vapor-retarder tape to create an airtight seal between penetrating objects and joint substrates,sealants,primers,and other joint fillers;and are approved for applications the unexposed surface of the door offer the first 30 minutes of fire exposure. vapor retarder. indicated by sealant manufacturer Dosed on field experience and laboratory testing. 1. Provide metal labels permanently fastened on each door which is within the size limitations 4. Repair any tears or punctures in vapor retorters immediately before concealment by other B. Cylindrical Sealant Backings:One of the following preformed,compressible,resilient,nonstaining, sstoblished by the labeling authority having jurisdiction. 2. Temperature-Rise Rating: Where indicated,provide doors that hove a temperature-rise rating --- - - -- ----- - - work. Cover with vapor-retarder tape or another layer of vapor retarder. SECTION 07 92 00-JOINT SEALANTS nonwaxing,nonextrudirg backings of flexible plastic foam complying with ASTM C 1330,and of - -- type indicated below. Select shape and density of cylindrical sealant backings in consultation with of 450 deg F(250 deg C)maximum in 30 minutes of fire exposure. 1.1 SUMMARY the manufacturer for proper performance in specific condition of use in each case. 3. Provide fire rated door assemblies in compliance with 1997 UBC Standard 7-2,Pad 1 for A. This Section includes sealants for interior and exterior applications. 1. Type C: Closed-cell polyethylene foam material with a surface skin,which is nonabsorbent positive pressure. Sizes and configurations as shown on the drawings. Installed door --- - - - -- ---- -- - ---- SECTION 07 62 00-SHEET METAL FLASHING AND TRIM B. Single Subcontract Responsibilities: Refer to Division 08 Sections"All-Glass Entrances and to liquid water and gas,non-outgassing in unruptured state;one of the following: assemblies shall be in accordance with door manufacturers certified assembles. 1.1 SUMMARY Storefronts"for requirements applicable to single subcontract responsibility. e. HBR Closed Cell Backer Rod;Nomaco,Inc.. a. Test Pressure: After 5 minutes into the test,neutral pressure level in furnace shall be A. This Section includes the following: 1.2 QUALTIY ASSURANCE b. Sonnebom Sonolastic Closed-Cell Backer-Rod;ChemRex,Inc. established at 40 inches(1000 mm)or less above the silt - 1. formed wall flashing and trim. A. Installer Qualifications: Exposed sealant work(sealants used for air and weatherexls which are 2. Type B: Bi-cellular reticulated,polymeric foam material with a surface skin,nonoutgassing, 4. Provide fire rated door assemblies with smoke and draft control rating in compliance with 1.2 DUALITY ASSURANCE external to curtain wall systems at their perimeter,metal panel to panel joints,architectural with a density of between 24-48 kg/cubic meter per ASTM D1622 and minimum tensile 1997 UBC Standard 7-2 Part 2 at corridors,stairwells,and where required by applicable A. Sheet Meld Flashingand Trim Standard: Complywith SMACNA's"Architectural Sheet Meld precast toprecast,exterior stone claddingjoints) pby single(i.e.one)firm strength of greater than 200 kPa per ASTM 01623,and with water absorption less than 0,10 codes.Sizes and configurations as shown on the drawings. Installed door assemblies shall shall be lly a be in accordance with door manufacturers certified assemblies. Manual." Conform to dimensions and profiles shown unless more stringent requirements are specializing in the installation of sealants who has successfully produced work comparable to this gm/cc per ASTM 01016; one of the following: 1.5 MATERIALS indicated. project,in not less than three projects of similar scope to the satisfaction of the Architect,and o. SofRod;Monaco,Inc. B. Sealant Compatibility and Adhesion Testing: Use sealant manufacturer's standard test methods to whose work has resulted in construction with a record of successful in-service performance for a b. Sonolastic Soft Backer-Rod;ChemRex,Inc. A. Hot-Rolled Steel Sheets: ASTM A 569/A 569M,CS(commercial steel),Type B;free of scale, I8•alBigsceuro determine whether priming and other specific joint preparation techniques are required to obtain period of 10 years. Concealed sealant work(sealants which ore internal to metal framed curtain C. Bond-Breaker Tape: Polyethylene,TFE fluorocarbon,or other plastic tape recommended by pitting,or surface defects;pickled and ailed. Not less than 0.053 inch(1.3 mm)thick where rapid,optimum adhesion of joint sealants to joint substrates. wall systems,skylights,sloped glazing and providing en air seal)shell be the responsibility of the sealant manufacturer for preventing sealant from adhering to rigid,inflexible joint-filler materials frames are indicated to be built into exterior walls,hot dip galvanize after fabrication in 1.3 SHEET METALS subcontractor providing erection of the respective system. or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide compliance with ASTM A153/A153M,Class B. A. Stainless-Steel Sheet: ASTM A 240/A 240M,Type 304,No. 2D finish. Source Limitations: Obtain each type of joint sealant from a single manufacturer. self-adhesive tape where applicable. B. Cold-Rolled Steel Sheets: ASTM A 366/A 366M,CS(commercial steel),and ASTM A 568/A 5688, B. Zinc-Coated(Galvanized)Steel Sheet ASTM A 653/A 653M,090(Z275)coating designation; B. Preinstallation Conference: As soon os possible otter award of exterior joint sealant work,but no D. Weep and Vent Tubes:Clear plastic(PJC)tubing,minimum 1/4 inch(6.35 mm)inside diameter, free from scale,pitting,coil breaks,or other defects,exposed(matte)dull finish. structural quality,mill phosphatized for field painting. later than 2 weeks before the installation of the joint sealants,meet with Installer,Owner, and of length as required to extend between exterior face of sealant and open cavity behind. C. Inserts,Bolts,and Fasteners: Galvanized or cadmium plated steel. C. Aluminum-Zinc Alloy-Coated Steel Sheet: ASTM A 792/A 792M,Class AZ50 coating designation, Architect,installers of the substrate construction,and other work adjoining joint secants and 1. At window and curtain wall systems,where required by system designer,provide gutter 1. Expansion Bolts and Shields: FS FF-S-325,Group III,Type 1 or 2. Grade 40(Class AZM150 coating designation,Grade 275);structural quality with manufacturer's representatives of any other entities directly concerned with joint sealant performance. Conduct termination of tube with preformed nipples suitable for sealing to gutter. 2. Machine Screws: FS FF-S-92,carbon steel,Type III cross recessed,design I or II recess, standard clear acrylic coating both sides. conference at Project site to comply with the following: E. Cork Joint Filer: Resilient and nonextruding,ASTM 01752,Type II. style 2C flat head. 1.4 MISCELLANEOUS MATERIALS 1. Review foreseeoble methods and procedures related to sealing substrates,including but not 1.9 MISCELLANEOUS MATERIALS D. Filer. Sound deadening and heat retarding mineral fiber insulating material. A. General: Provide materials and types of fasteners,solder,welding rods,pmteclive coatings, limited to,the following: A. Primer.Material recommended,as verified through compatibility and adhesion testing,by joint 1.6 DOORS separators,sealants,and other miscellaneous items as required for complete sheet mate/Rushing a. Discuss substrates to be sealed,discuss as fabricated and installed condition of sealant manufacturer for the substrates indicated to be sealed. A. General: Provide flush-design doors,1-3/4 inches(44 mm)thick,of seamless hollow and trim installation. substrate,sealant application,flashing details,and other prepatory work. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and construction,unless otherwise indicated, Construct doors with sheets joined at their vertical Iprotece Name 8. and tri re: Wood screws,annular threaded nails,self-tapping screws,self rivets and b. Review joint sealant requirements:drawings,specifications,and other contract documents. sealant backing materials,free of oily residues or other substances capable of staining or edges by continuous welding the full height of the door,with no visible seams on their faces or DD 9 n9 a Review required submittals,both complete and incomplete harming joint substrates and adjacent nonporous surfaces in any woy,and formulated to promote vertical edges,and all welds ground and finished flush. City of Renton-Phase II Activity Buildings/ADA Upgrades boles,and other suitable fasteners designed to withstand design loads. d. Review weather and forecasted weather conditions and procedures for coin with optimum adhesion of sealants with substrates. 1. Exposed Fasteners: Heads matching color of sheet metal by means of factory-applied P coping wi p jointB. Core Construction: Provide one of the following core constructions welded to both door fates: tooting, unfavorable conditions. C. Reeking Tape: Nonstaining,nonabsorbent material compatible with joint sealants and which will 1. Steel-Stiffened Core: 0.032-inch(0.8-mm)steel vertical stiffeners extending full-door 2. Fasteners for Flashing and Trim: Blind fasteners or self-drilling screws,Basketed,with hex 2. Record discussion and furnish copy of recorded discussions to each attendee. not stain nor mar the finish of surfaces adjacent to joints to which it is applied. height,spaced not more than 6 inches(150 mm)apart and spot welded to face sheets a 1.3 PROJECT CONDITIONS 1.10 EXAMINATION Iprofen Number head. maximum of 5 irides(127 mm)as. Place filler between stiffeners for full height of door. A. Environmental Limitations: proceedinstallation ions: Do not with joint sea of lants under tie following A. Examine pcompliance w joints indicated to receive joint sealants,with Installer present,for complianith 3. Blind Fasteners: High-strength aluminum or stainless-steel rivets. 2. Continuous Truss-Form Inner Core: 0.013-inch-(0.33-mm-)thick steel reinforcement spot C. Sealin Tope: Pressure-sensitive,100percent solids,polyisobu an compound sealingtapewith conditions: requirements for joint configuration,installation tolerances,and other conditions affecting 32.7137.000 9 P tYl PD peva permitted by joint joint-sealantwelded to face sheets a maximum of 2-3/4 inches(69.9 mm)o.c.vertically and release-paper backing. Provide permanently elastic,nonx,nontoxic,nonstaining tape. 1. When ambient and substrate tem taro conditions are outside limits performance. Proceed with installation only after unsatisfactory conditions hove been I CAD File Name 9 D y 9 9corrected• horizontally. sealant manufacturer or are below 40 deg f(4.4 deg C). D. Elalant;of Sealant: ASTM C 920 and Division 07 Section"Joint Sealants',elastomeric polymer 1.11 PREPARATION C. Fire Door Cores: A continuous mineral fiberboard core permanently bonded to the inside faced A00-24 sealant;oft rade,class,and use classifications required to seal in sheet metal 2. When joint substratesions: are wet. the outer face sheet unless otherwise required to fire-protection and temperature-rise Ype,9eq jointsprovide B. Joint-Width Conditions: Do not proceed with installation of joint sealants ind where joint widths are A. Silicon Glazing Sealants: Refer to Division OB Section I Description flashing and trim and remain watertight. ratings indicated. less than those allowed by joint sealant manufacturer for applications indicated. B. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply E. Butyl Sealant ASTM C 1311,single-component,solvent-release butyl rubber sealant, D. Astragals: As required by NFPA 80 to provide fire ratings indicated. SHEET SPEC CONT. C. Joint-Substrate Conditions: Do not proceed with installation of joint sealants until contaminants with joint sealant manufacturer's written instructions. polyisobutylene plasticized,heavy bodied for hooked-type exponaion joints with limited movement. E. Top and Bottom Channels: Spot weld metal channel not less than thickness of foce sheet to F. Epoxy Seam Sealer. Two-part,noncorrosive,aluminum seam rasion joints compound. capable of interfering with adhesion are removed from joint substrates. C. Joint Priming(Elastomeric Sealants Only): Prime joint substrates with primers selected through Po Y W 9 Poface sheets not more than 6 inches(150 mm)a.c. 1.4 WARRANtt the reconstruction compatibility and adhesion testing. Apply primer to comply with joint sealant G Bituminous Coating: Cold-applied asphalt mastic,SSPC-Paint 12,compounded for 15-mil P1. Reinforce tops and bottoms of doors with inverted horizontal channels of some material as A General Warranty: Spatial warranties specified in this Article shall not deprive Owner of other manufacturer's written instructions. Confine primers to areas of joint-sealant hood;do not allow (0.4-mm)dry GENERALfilmww• thickness par coat. D I face sheet so flanges of channels are even with bottom and top edges of face sheets. (seal• rights Owner may have under other provisions of the Contract Documents and shall be in addition spillage or mi ration onto adjoining surfaces. F. Hardware Reinforcement: Fabricate accordingto ANSI M-HMMA 861 with reinforcing 1.5 FABRICATION, 9 1 •9 to,and run concurrent with,other warranties made by Contractor under requirements of the 1.12 INSTALLATION OF JOINT SEALANTS / ng plates A. General: Custom fabricate sheet metol flashing and trim to comply with recommendations in from same material as frame. SMACNA'sneral: 'Architectural Sheet Manual'that a design,dimensions,metal,and other Contract Documents. A. General: Comply with joint sealant monufocturer's written installation instructions for products apply 9B. Special Installer's Warranty: Written warranty,signed Installer agreeing to r or replace C. Head Reinforcement: Provide minimum 0.093-inch-(1219 comm-)thick,steel channel or angle characteristics of item indicated. Shopfabricate items wherepracticable. Obtains field Y 9 9 9 pa' and Silicone Gla indicated,unless more stringent 08 Section " apply. elastomeric joint sealant work which has failed to provide a weathertight system witMn specifiedstiffener for opening widths more than 48 inches installation of el measurements for accurate fit before shop fabrication. 1, Glazing Sealants: Refermto Divisionc 'Gnazing'for installation. warranty period. H. Electrical Requirements: Make provisions for electrical items specified elsewhere; B. fabricate sheet metal flashingand trim without excessive oil canning,buckling,and tool marks B. sealants Installations standard: Comply lich recommendations in ASTc C 1193 for use of joint 1. Warranty Period: Five years from date of Substantial Completion. arrange co wiring can be readily removed and replaced. .. and true to line and levels indicated,with exposededges folded back to form hems. sealants as applicable to materials,applications,and conditions indicated. g C. Special Manufacturers Warranties: Written warranties(weatherseol and stain resistance),signed by C. Tooling of Monsen Sealants: Tool exposed surfaces of sealants to the profile shown,or if none 1. Provide all cutouts and reinforcements required for red doors to accept security system A00.24 1. Seams for Other Than Aluminum: Fabricate nonmoving seams in accessories with flat-lock 9 9 W Pr 9 elastomeric sealant manufacturer agreeing to furnish elastomeric jointslightly sealants to repair or is shown,tool sli htl concave, components. seams. Tin edges to be seemed,form seams,and solder. replace those that fail to provide airtight and watertight joints,or fail in adhesion,cohesion, 1.13 FIELD QUALITY CONTROL abrasion-resistance,stain-resistance,weather resistance,or general durability or appear to A. Field-Adhesion Testing: field-test exterior wall joint-sealant adhesion to joint substrates as deteriorate in any other manner not clearly specified in the manufacturer's data as an inherent follows: quality of the material within specified warranty period. 2, 20117 Sweeter City of Renton B. Prime-Coat Touchup: Immediately after erection,sand smooth any rusted or damaged areas of 1.6 FABRICATION SECTION 0811 13•HOLLOW METAL DOORS AND FRAMES CONT. prime coot and apply touchup of compatible air-drying primer. 2. Locate lock and lotchsets in doors to match existing strike locations on existing door frames; 1. Finish Pointing: Refer to Division 09 Section'Pointing'. locate hinges in doors to match hinge locations on existing door frames. A General:Fabricate the entrances and storefronts to the designs,shapes,and sizes shown using 2. Doors with Electric Hinges and Pivots: Provide with metal conduit or racewayto permit 9 9' the materials specified and shown to produce assemblies which meet or exceed the performance Activity• Building 9 P C. Remove and replace defective work,including doors or frames that are warped,bowed,or 3, Metal Astragals: Premachine astragals and formed-steel edges for hardware for pairs ofrequirements. To thegreatest extentpossible complete fabrication,assemb g wiring from electric hinge or pivot to other electric door hardware. fire-rated doors. P y,finishing, otherwise defective. applicot'ans and other work before shipment to Project site. - a. Hinge Location: Center for doors less than 90 inches(2286 mm)toll or second hinge C. Openings; Cut and trim openings through doors to comply with applicable requirements of 1. Members:Use new members to match existing,identical in profile and finish and compatible from door bottom for doors greater than 90 inches(2286 mm);top or bottom electric referenced standards for kind(s)of door(s)required. Install light beads with fasteners spacedin connection details. City of Renton hinge locations shall not be permitted. for opening size and fire rating indicated.Install wood bead moldings with finish nails and B. Joints in Metal Work: All exposed work shall be carefully fitted and matched to produce I. Interior Steel Doors: SECTION 081218-INTERIOR ALUMINUM FRAMES countersink without striking bead. FII countersunk heads with putty matching wood bead color. continuity of line and design,with all joints,being accuratelyhedtofitted for hairline contact and rigidly Renton, Washington 1. Typical Interior Doors: Flush design with 0.042-inch-(1.06-mm-)thick cold-rolled 1.5 SHOP PRIMING 9 1.1 SUMMARY secured. Where additional rigidity or strength is required to satisfy the performance requirements stretcher-leveled steel face sheets and other metal components from hot-or cold-rolled A This Section includes extruded aluminum frames for doors andglazed openings for interior A. Doors for Opaque Finish: Shop prime faces and edges of doors,including cutouts,with one coat reinforce entrance components with aluminum or carbon steel steel sheets. po shapes,bars,and plates. locations. of wood primer/sealer as standard with door manufacturer. Surfaces shall be clean and dry C. Exposed Fasteners: Not permitted. 2. Custom Doors: Flush design with not less than 0.067-inch-(1.7-mm-)thick cold-rolled, 1.2 PRODUCTS before priming.Apply primer/sealer uniformly without bare spots,runs,or sags. D. Protection of Metals: Wherever dissimilar metals are in contact,except in the case of aluminum stretcher-leveled steel face sheets and other metal components from hot-or cold-rolled A Frames: Subject to compliance with requirements,provide one of the following: 1.6 DAMINATON in contact withgalvanized steel,zinc,separate such surfaces with a coatingof zinc rich primer, 1< P W ng: steel sheets. Provide where stone cladding is indicated. 1. Raw Altura;Solutions Series 375/487,with 1700 trim and head and jamb seals. A. Examine doors and installed door formes before hanging doors. bituminous point,or separation gaskets as the condition requires.Wherever aluminum comes in 1.7 FRAMES1. Verify that frames comply with indicated requirements for type,size,location,and swing contact with concrete surfaces separate such surfaces with a cootin of zinc rich primer, 2. Wilson Partitions,Inc.,Series 487 with 1-1/2'trim. Pa 9 A. Fabricate steel door frames,formed to profiles indicated,with full 5/8 inch(16 mm)stops,and 1.3 MATERIALS characteristics and have been installed with level heads and plumb jambs. bituminous paint,or separation gaskets as the condition requires. of the following minimum thicknesses. 2. Reject doors with defects. 1.7 ALUMINUM FINISHES A. Extruded Aluminum: ASIR B 221 (ASTM B 2218)alloy 6063-T5 or allay and temper required to B. Proceed with installation only For interior use,form frames from cold-rolled steel sheet of the following thicknesses: after unsatisfactory conditions have been corrected. A. General: Complywith NAAMM's'Metal Finishes Manual for Architectural and Metal Products'for suit structural and finish requirements. 1.7 INSTALLATION a. Openings up to and Including 48 Inches(1200 mm)Wide: 0.053 inch(1.3 mm). 1.4 COMPONENTS recommendations relative to applying and designating finishes. 1524 Fifth Avenue 0.067A. Hardware: Apply hardware to new doors in accordance with hardware manufacturers instructions b. Openings More Than Inches mm)Wide: end inch(1.7 with A. General: Provide interior aluminum frame components that comply with dimensions,profiles,andB. Finish:Match existing. Suite 300 c. Custom Doors:Not less than 0.065 inch(1.7 mm),and complying with performance relationships to adjoining work of components indicated on Drawings. and Division 08 Section'Door Hardware."For reparticleboards core doors drill pilot holes of proper 1.8 COATINGS FOR CONCEALED METAL SURFACES requirements. size for installing hinge screws. Adjust hardware items just prior to final inspection. Leave work A General: The following protective coatings shall be applied to surfaces of metals which ore to be B. Door Frames: Extruded aluminum,not less than 0.062 inch(1.6 mm)thick,reinforced forngSeattle WA 98101 8. Provide frames either sow mitered and full(continuously)welded,or machine mitered and fullin General completeoand proper Standard: Instal. 1.concealed in the construction: welded,on bock side at frame corners and stops with dges straight and true. Grind welds Glassnss and strikes with 0.125aluinch(n not mm)thick 0.0626e inch u6 plates. B. Door InstallationittStandards: Install doors iny locationsstarindicatednto complywithCoating CarbonmiS,ClHot dip galvanized,Bronze: Wheree with ASTM or carbona. Telephone 206.654.2100 C. Frames: Extruded aluminum, less than (1.6 mm)thick,designedforglass1. forGensler smooth and flush on exposed surfaces. manufacturer'sdardscon conflict written more tr ngt referencedhallapply.quality standard,and as indicated. Where 2. ore Coating for Aluminum,Carbon Steel,and aluminum rialssuch fsumason Facsimile 206.6542121 thickness indicated. standards conflict the more stringent shall C. Hardware Reinforcement: Fabricate reinforcements from same material as frame to comply with 9 are oo be in, contact with dip other or incontact withsels is incomatibile asm nentnry the following.Offset reinforcement so that faces of mortised hardware items are flush with D. Ceiling and Floor Tracks: Extruded aluminum,not less than 0.062 inch(1.6 mm)thick. C. Factory-Fitted Overs: Align in frames for uniform clearance at each edge,matching clearances or concrete,and where hot dip galvanizing of carbon steel is incompatible with component surface of the frame.Sizes are minimums for custom doors. E. Trim: Extruded aluminum,not less than 0.062 inch(1.6 mm)thick,glass stops and door stops specified for factory precuting,and to contact stops uniformly. Field cutting,fitting or trimming, parts because of galvanic action or component fabrication tolerances provide one of the without exposed fasteners. if required,shall be executed in a workmanlike manner. following: 1. Hinges and Pivots; 0.167 inch(4.2 mm)thick by 1-1/4 inches(32 mm)wide by 10 inches(254 mm). 1. Trim Profile: Flat-faced 1-1/2 inch wide by 1/2 inch deep(38 mm wide by 13 mm deep) 1. Clearances: Provide 1/8 inch(3.2 mm)of heads,jambs,and between pairs of doors. a. Bituminous Paint:Cold-applied,non-sagging,asphalt-mastic paint complying with 2. Strike,Surface Mounted Hold Open Arms,and Flushbolt Reinforcements: 0.093 inch(2.3 mm) snap-on trim with 90 degree return. Provide 1/8 inch(3.2 mm)from bottom of door to top of decorative floor finish or SSPC-Paint 12 requirements,except containing no asbestos. Apply in two coots for on 1.5 ACCESSORIES covering. Where threshold'e shown or scheduled,provide 1 4 inch(6.4 mm)from bottom overall minimum dry film thickness of 25 mils. thick by size as required by hardware manufacturer. / 3. Closer Reinforcements:0.093 inch(2.3 mm)thick onepiece channel bysize as required A Fasteners: Aluminum,nonmagnetic stainless-steel or other noncorrosive metal fasteners of door to top of threshold. b. Zinc Rich Primer. Organic zinc-rich primer,complying with SSPC-Paint 20. M by compatible with frames,stops,panels,reinforcement plates,hardware,anchors,and other items D. Field-Finished Doors: Refer to the following for finishing requirements: 1.9 PREPARATION hardware manufacturer, being fastened. A. Coordinate entrance and storefront work with the work of other Sections and provide items to be 4. Other Hardware Reinforcements: As required for adequate strength and anchorage. 1. Division 09 Section'Interior Painting," D. Electrical Requirements: Make provisions for installation of electrical items specified elsewhere; B. Glazing Gaskets: Manufacturer's standard extruded or molded plastic,to accommodate 6-mm- 1.8 ADJUSTING AND PROTECTION placed during the installation of other work at the proper time to avoid delays in the work. and 9-mm-thick glass. A. Reitan or replace doors that do not swingor1.10 INSTALLATION arrange so wiring con be readily removed and replaced. 9operate freely. 1. Provide all cutouts and reinforcements required for steel frames to accept security system C. Glazing: As specified in Division 8 Section"Glazing." A General: nCd storefronto with manufacturer's writtenoin tall damagedcags for componenting,ts. handling,fm and installingso components. D. Hardware: As specified in Division 8 Section'Door Hardware.' entrance and systems. Do not install components. Flt frame joints to produce hairline joints free of burrs and distortion. Rigidly secure nonmovement joints. Seal 2. Frames with Electric Hinges and Pivots: Provide welded on UL listed back boxes with metal E. Gaskets/Silencers: SECTION 08 41 13-ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS joints watertight.Clean excess joint sealants from finished surfaces. I A Immo use.&Issue DeeeNptron By Check conduit or raceway to permit wiring from electric hinge or pivot to other electric door 1. Door Openings: Provide vinyl or pile continuous gasket/silencer in Architect's choice of white, 1. Cut and trim componentports of the entrance and storefront work duringerection onlywith hardware. gray,or block. 1.1 SUMMARY the - 01 06125/07 KMS HS a. Hinge Location: Center for doors less than 90 inches(2286 mm)toll or second hinge 2. Glazed Units: Provide continuous vinyl gasket in Architect's choice of white,gray,or black. A This Section includes the modification of existing aluminum entrances and storefronts,including the approval of manufacturer or fabricator,and in accordance with his recommendations. _ -._ _ 1.6 FABRICATION items in conjunction with entrances and storefronts: Restore finish completely to protect material and remove all evidence of curing and trimming. CLIENT REVIEW from door bottom for doors greater than 90 inches(2286 mm);top or bottom electric 1. New louversglazed into existingstorefronts. Remove and replace members where cutting and trimming has impaired strength or hinge locations shall not bepermitted. A Fabricate all components to allow secure installation without exposed fasteners. 02 08/21/07 AS HS 9 2. Cuttingof existinggloss to accommodate new configuration of storefronts. appearance,as directed by Architect. - - - - --- - E. Jamb Anchors: Locate jamb anchors above hinges and directlyopposite on strike jamb as B. Fabricate frames with butt,mitered,or coped and continuously welded comers and seamless face 9 required to secure frames to adjacent construction. At metal tud partitions locate the additional joints. Provide concealed corner reinforcements and alignment clips for precise butt or mitered 3. Aluminum trim,flashings,and similar items. 2. Set components within the erection tolerances with uniform joints. Place components on CLIENT REVIEW jamb anchor below the tophinge. connections. 4. Pointing and coating. shims and fasten to supporting substrates using bolts and similar fasteners. Use stainless 903 12/07/07 CZW HS 1. 9• steel shims at structural connections only. U shaped shims at structural connections ore - - - -- --- 1. Metal-Stud Partitions: Metal channel stud zee anchor sized to match stud width,welded to C. Prepare frames to receive mortised and concealed hardware according to final door hardware 5. Internal steel and aluminum reinforcements. Y P back of frames,formed of some material and gouge thickness as frame. Provide at least schedule and templates provided by hardware suppler. 6. Internal and perimeter sealing,joint fillers,weeps,vents and gasketing systems. not permitted. Use aluminum,stainless steel,or high impact polystyrene shims at other ISSUE FOR BID 9 9 connections. the number of anchors for each jamb accordingto the followingheights: D. Reinforce frames to receive surface-applied hardware. Machine jambs and prepare for hardware, 7. Anchors,shims,fasteners,inserts,expansion devices,accessories,support brackets and j 9 attachments. 3. Do not erect components which are warped,deformed,bowed,dented,defaced or otherwise -- - - -- --- -------- - - a. Three anchorsper jamb upto 60 inches(1500 mm)in height. with concealed reinforcement plates,drilled and topped as required,and fastened when frame l 9 with concealed screws. 8. Glass and glazing. damaged as to impair its strength or appearance. Remove and replace members damaged b. Four anchors per jamb from 60 to 90 inches(1500 to 2250 mm)in height. 1.2 QUALITY ASSURANCE in the process of erection. E. Locate hardware as indicated and as required by fire-rating listing and labeling. c. Five anchors per jamb from 90 to 96 inches(2250 to 2400 mm)in height. A. Installer Qualifications:Subcontract the aluminum entrance and storefront work to a firm which is 4. Coat concealed surfaces of dissimilar materials,and any ferrous metal components,with a - - - F. Door Silencers: Continuous gasket at frame head and both jambs. heavycortin of bituminous dint,zinc richprimer or other separation in accordance with d. One additional anchor per jamb for each 24 inches(600 mm)or fraction thereof more G. Fabricate frames for glass to allow glass replacement without dismantling frame. specialized in the erection of entrances and storefronts and who has successfully installed work 9 P P than 96 inches(2400 mm)in height. H. Glazing Stops: Provide nonremovable stops on secure side of interior doors for glass,louvers, similar in design and extent to that required for the project,in not less than three projects of manufacturer's recommendations. Where aluminum components will contact concrete or F. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor,formed of and other panels in doors. Provide screw-applied,removable,glazing stops on inside of gloss, similar scope to the satisfaction of the Architect,and whose work hos resulted in construction masonry,protect against corrosion by pointing contact surfaces with bituminous paint same material as frame,0.093 inch(2.3 mm)thick,and punched with two holes to receive two louvers,and other panels in doom with a record of successful in-service performance for a period of 10 years. 5. No holes or slots shall be burned,cut into,or field drilled in any building framing member (2)0375 inch(9.5 mm)fasteners. Where floor fill or setting beds occur support frame by I. Clearances for Non-Fire-Rated Door Frames: Not mom than 1/8 inch(3.2 mm)at jambs and B. Standards: Comply with the applicable provisions and recommendations of the following standards without the written acceptance of the structural engineer. - adjustable floor anchors bolted to the structural substrate. Terminate bottom of frames at finish heads,except not more than 1/4 inch(6.4 mm)between pairs of doors. Not more than 3/4 below,where standards conflict the more stringent shall appy: B. Entrance and Storefront Framing: Install framing components plumb and true in alignment with --- -- -- -- ( ): established lines and grades without warp or rack of framing members. floor surface. inch(19 mm)at bottom. 1. Aluminum AssociationM C. Install glazing to comply with requirements of Division 08 Section'Glazing,'unless otherwise a. No.1 'Aluminum Standards and Data'. -- --- - - - ---S. Head Strut Supporta: Provide 3/8-by-2-inch(9-by-50-mm)vertical steel struts extending 1.7 ALUMINUM FINISHESindicated. from top of frame at each jamb to supporting construction above. Bend top of struts to A Anodic Finish: Class II,clear,complying with MMA 611. b. "The Aluminum Design Manual". D. Install perimeter sealant to comply with requirements of Division 07 Section'Joint Sealants; - provide flush contact for securing to supporting construction above by bolting,welding,or other B. Powder Coot or Baked Enamel:As standard for manufacturer,in color indicated in Drawings. 2. American Architectural Manufacturers Association(HAMA): suitable anchorage. Provide adjustable wedged or bolted anchorage to frame jamb members to 1.8 INSTALLATION a. MMA'Aluminum Curtain Wall Design Guide Manual,Volumes 1-9. unlessoledotheSeae indicated. E. Concealed Sealing Components: Apply sealant and gasket components which are integral the permit height adjustment during installation. Adapt jamb anchors al strata to permit adjustment. A Install frame plumb and square,securely anchored to substrates with fasteners recommended by b. MMA Aluminum Store Front act Entrance Design Guide Manual." entrance and storefront systems in strict accordance with the each component manufacturers H. Spreader Bars: Provide removable spreader bar across bottom of frames,tack welded to jambs frame manufacturer. c. AAMA 611 "Anodized Architectural Aluminum.' printed instructions. Before applying components remove all mortar,dust,dirt,moisture,and - - ----- -- _and mullions to serve as bracing during shipment and handling and to hold frames in proper B. Install frame components in the longest possible lengths;components up to 48 inches(1200 d. AMA 2603'Voluntary Performance Requirements and Test Procedures for Pigmented other foreign matter which will be deleterious to the intended performance of the component position until anchorage and adjacent construction have been completed. mm)long must be one piece. Fasten to suspended ceiling grid on maximum 48-inch I. Door Silencer Holes: Drill strike jamb stop to receive three silencers on single door frames and Organic Coatings"Specification on Extrudedonupminr Msealing onto td avoid pidripping,adropping or other unintended contact for two silencers on double door frames. Insert plastic plugs in holes to keep holes clear during manufamm)centers,using sheet metal screws or other fasteners approved by frame e. MMA 2605"Specification for Superior Performing Organic Coatings on Architectural of the sealOL components onto adjacent exposed surfaces. - manufacturer. 1.11 ERECTION TOLERANCES installation. Extrusions and Panels'. 1. Use concealed installation clips to ensure that splices and connections are tightly butted and A The entrance and storefront systems shall be fabricated and erected to accommodate the J. Plaster Guards and Removable Access Plates: Provide 0.016-inch-(0.4-mm-)thick plaster 3. American Institute of Steel Corotruction(RISC),"Steel Construction Manual'Current Edition. properly aligned. dimensional tolerances ofle the structural frame and surrounding cladding while providing the - - ------ --- - - - - guards or dust-cover boxes of same material as Imine,welded to frame at bock of hardware4. Steel Structures Painting Council(SSPC):"Steel Structures Painting Manual,Vol.2,Systems 2. Secure clips to mainother structural eion components and not to snap-in or trim members. following as installed tolerances. cutouts to close off interior of openings and prevent mortar or other materials from obstructing 3. Do not leave screws or other fasteners exposed to view when installation is complete. and Specifications'. hardware operation. Provide removable accessplates in the heads of frames to receive overhead Section P 1. Variation from theoretical calculated position as located in plan or elevation in relation to pe C. Install wood doors accordingto Division O8 Section'Flush Wood Doors'. 5. Federal Standard 16 CFR 1201,Consumer Product Safety Commission(CPSC):"Safety concealed door closers. established floors lines,column lines and other fixed elements of the structure,including gwllel 1.B FABRICATION D. After installation,remove protective wrappings from frames. Refinish or replace frames damaged Standard for Architectural Glazing Materials,"as published in the Code of Federal Regulations variations fromplumb,level,straight and member size: +/-0 inch max in any20'-0' pnature Pre9 9 during installation. Touch up marred areas so touchup is not visible from a distance of 48 (CFR). Comply with the applicable requirements of the laws,codes,ordinances and (+/-6 mm in any6 m) ran,column-to-column g A Fabricate doors and frames rigid,neat in appearance,and free of defects,warp,wave,and (/ bay,or(Icor-tee-floor height buckle. Accurately form metal to sizes and profiles indicated. Accurately machine,file,and fit inches(1200 mm). Remove and replace frames that cannot be refinished to satisfaction of the regulations of Federal and Municipal authorities having jurisdiction,wherever requirements 2. Alignment: Where surfaces abut in line,and where they meet at comers,limit offset from exposed connections with hairline Weld exposed joints continuous Architect. conflict the more stringent shall be required.Obtain approvals from all such authorities. As P° joints. po t y;grind,fill,dress,and a minimum provide safety glazing complying with ANSI 297.1 and testing requirements of 16 true alignment to 1/32 inch(.75 mm). make smooth,flush,and invisible. 3. Variation from angle,or plumb,shown: +/- 1/8 inch max in any 10'-0" (+/-3 mm in CFR Part 1201 for Category II materials. B. Exposed Fasteners: Provide countersunk flat heads for exposed screws and bolts,unless 6. Welding Standards: Welding shall be performed by skilled and qualified mechanics. Welding any 3 m)run or story height,non-cumulative. otherwise indicated. C. Hardware Preparation: Prepare doors and frames to receive hardware,including cutouts, SECTION 08 1418-FLUSH WOOD DOORS shall be performed in accordance with the applicable provisions of AWS D1.1 "Structural 4. Variation from slope,or level,shown:bay,n 1/8 inch max in any 20'-0" (+/-3 mm in reinforcement,mortising,drilling,and tapping,accordingto final hardware schedule and templates 1.1 SUMMARY Welding Code-Steel"and AWS D1.2,"Structural Welding Code--Aluminum." any 6 m)run or column-to-column non-emulative. P 1.12 ANCHORAGE provided by hardware supplier. Secure reinforcement by spot welding. Comply with applicable A This Section includes sold core Rush wood doors. C. Preinstallation Conference: Conduct conference at Project site to comply with requirements in A Anchorage of the entrance and storefront work to the structure and surrounding cladding shall be requirements of ANSI A115 Series specifications for door and frame re aration for hardware. 1. The integration of a securitysystem into the flush wood door work is required.The Division 01 Section'Project Management and Coordination."Prior to the start of the aluminum Pe P P 9 M in accordance with the accepted shop drawings. Factory reinforce doors and frames to receive surface-applied hardware. Factory drill and tap Contractor shall be responsible for the total and complete coordination of the security system entrance and storefront work,and at the Contractor's direction,meet at the site and review the 1.13 WELDING for surface-applied hardware,except at pushplates and kickplates provide reinforcing only. components into the Work. installation procedures and coordination with other work. Meeting shall include Contractor,Owner, A Weld with electrodes and by methods recommended by manufacturer of material being welded, 1. Locate hardware as indicated on the drawings or in Division 08 Section'Door Hardware or, 1.2 QUALITY ASSURANCE aluminum entrance and storefront installer,sealant installer,as well as any other subcontractors and in accordance with AWS D1.1 for concealed steel members. I Project Name N not indicated,accordingto HMIM 831,"Recommended Hardware Locations for Custom A Quality Standard: Com with AWI's"Architectural Woodwork Quality Standards Illustrated,8th or material technical service representatives whose work,or products,must be coordinated with t thoroughly 9 Ci of Renton•Phase II Activity Buildings/ADA Upgrades ty Comply ty B. Welds and adjacent metal areas shall be thorau h cleaned and coated with a single cwt of Hollow Metal Doors and Frames.' Edition,Version 1.0,Section 1300." the aluminum entrance and storefront work. bituminous paint. City 9 13 STEEL SHEET FINISHES 13 DOOR CONSTRUCTION 1.3 IDENTIFICATION,DELIVERY,STORAGE,AND HANDLING 1.14 FIELD QUALITY CONTROL A General: Clean,treat and prime surfaces of fabricated steel door and frame work,inside and A Low-EmittingMaterials;Provide doors mode with adhesives and composite wood products that do A General: Comply with the applicable provisions of MIM"Curtain Wall Manual 110"for the care A Testingen En e aqualified independent testingagency toperform field quality-control po pr Agency. 9a9 P 9 cY i b- out,whether exposed or concealed in the construction. not contain added urea-formaldehyde a resins. and handling of aluminum entrance and storefront work from shop to site. testingindicated.Conduct tests of each specified sample installation under the direction of the Po Yd Pec P Protect Number B. Surface Preparation: Clean surfaces to comply with SSPC-SP 1,-SONent Cleaning;remove dirt, B. Structural-Composite-Lumber-Core Doors: 1.4 MATERIALS testing agency in the presence of the Owner.Architect,the Contractor,various component oil,grease,or other contaminants that could impair 1. Structural Composite Lumber. WDMA I.S.10. A Glass and Glazing Materials: As specified in Division 08 Section"Glazing." manufacturers and fabricators and the Installer for eachsystem incorporated in the sam le 32.7137.000 p' point bond. Remove mill scale,shavings, Po% P film and rust,ifpresent,complyingwith SSPC-SP 3,'Power Tool Cleaning,' a. Screw Withdrawal,Face: 700 lbf(3100 N. B. Anchors and Fasteners: installation. filings, g ) CAD File Name C. FactoryPrimingfor Field-Painted Finish: 1. Material: Stainless steel. B. Water Spray Without Air Pressure Difference Test; After completing the installation of test areas Apply shop primer immediately after surface preparation b. Screw Withdrawal,Edge: 400 lbf(1780 N). P Y P n9 andpretreatment. 2. Anchor and Fastener Metal Aloy Types,Designations and Standards: Alloys as selected by indicated,but before the installation of interior finishes hasbegun,test storefronts em for A00.25 Apply o sufficient number of coats,baked on,to obtain uniformly smooth C. Doors for Opaque Finish: system fabricator to prevent corrasion resistance with the components fastened. Do not use water netr000n accordingto MMA 501.2 requirements. exposed surfaces. Touch up surfaces having runs,smears,or bare spots. 1. Grade: Custom. Pe self-drilling,self-tapping type fasteners. C. Repair or remove and replace Work that does not meet requirements or that is damagedDescriptionS 1. Shop Primer: Manufacturer's or fabricator's standard,fast-curing,corrosion-inhibiting,lead- 2. Faces for Interior Doors; Medium-density overlay. poi p q' by 3. Do not use exposed anchors and fasteners,except for hardware application. For hardware testing;replace to conform to specified requirements. SHEET SPEC CONT. and chromate-free,universal primer complying with ANSI A250.10 acceptance criteria; 3. Thickness:1-3/4 inch(45-mm)unless otherwise indicated. compatible with substrate and field-applied finish systemapplication,use dcar beingk fastened,Phps unl ssd machine screws finished to match framing pal' pp paint indicated. 4. Construction: AM Section 1300,PC-5 CE members or hardware being unless otherwise indicated. 1.10 INSTALLATION D. Wood Beads for Light Openings in Wood Doors: Manufacturer's standard flush designed,solid 4. Where fasteners are subject to loosening or tum out from thermal and structural movements, A General: Install doors and frames according to DHI A115.IG,the Architect reviewed shop wood,rectangular shaped,back beveled or quirked,beads matching veneer species of door faces. wind loads,or vibration,use self-locking devices. Seals drawings,and manufacturer's written recommendations and installation instructions. Include glazing compounds or tapes sized for bock bevel or quirk provided. Include finish nails C. Concealed Flashing: Dead-soft,0.018-inch-(0.457-mm-)thick stainless steel,complying with B. Apply hardware in accordance with hardware manufacturer's instructions and Division 08 Section for removable stops sized in accordance with wood door manufacturers recommendations. ASTM A 666,Type 304. 'Door Hardware." Drill and tapfor machine screws as required. Do not use self tapping sheet 1.4 FABRICATION eq be,9 1.5 SEALING MATERIALS metal screws. Adjust door installation to provide uniform clearance at head and jambs,and to A Factory fit doom to suit frame-opening sizes indicated. A. Concealed Sealing Materials: Al sealing materials concealed within the entrances and storefronts contact stops uniformly.Adjust hardware items just prior to final inspection. Leave work in 1. Comply with clearance requirements of referenced quality standard for fitting. Comply with shall be silicone,compatible with and adherent to each material it will be in contact with,as complete and proper operating condition. requirements in NEPA 80 for fire-rated doors. recommended by the manufacturer to fulfill performance requirements. 1.11 ADJUSTING AND CLEANING B. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with B. Exposed Seoling Materials: Al sealing materials exposed at entrance Ord storefront perimeter I/� A Final Adjustments: Check and readjust operating hardware items just before final inspection. DHI-WDHS-3 unless otherwise indicated to match existing frame hardware preparations. Comply joints in contact with adjacent cladding materials; 2 component silicone,refer to Division 07 A0o s25 Leave work in complete and proper operating condition. Remove and replace defective work, with final hardware schedules,door frame Shop Drawings,AWI Section 1300-0-20,DH A115-W Section'Joint Sealants." including doors or frames that ore warped,bowed,or otherwise unacceptable. series standards,and hardware templates. 1. Coordinate measurements of hardware mortise,in metal frames to verify dimensions and alignment before factory machining. ©2557 Gensler City of Renton 1.12 STOPS AND HOLDERS INSTALLATION,GENERAL SECTION 0B 71 00-DOOR HARDWARE A 1.7 Concealed Overhead Door Holders: Heavy duty,concealed mounting,full mortised,bronze bodied, 1.8 INSTALLATIONANSI The Installation Standards: Cparts of ANSI Al Series'Specifications for PART 1 - GENERAL slide track design,with heavy shock absorber spring providing 5 to 7 degree compression before A. Locate orad place louvers and vents level,plumb,and at indicated alignment with adjacent workomply withActivit B u i A. I dn i 1.1 SUMMARY deadetop,non-metal slide and shock blocks,110 degree maximum opening,complying with BHMA B. Protect galvanized and nonferrous-metal surfaces from corrosion or galvanic actor by applying a Installation of Ceramic Tile"that apply to types of setting and grouting materials and to methods y - A. This Section includes door hardware. A156.8 Type C11511 for hold open and Type C11541 for stop function. Provide stop,or told heavy coating of bituminous paint on surfaces that will be in contact with concrete,masonry,or indicated in ceramic tile installation schedules. VVV 1.2 SUBMITTALS open,functions as scheduled. dissimilar metals. B. TCNA Installation Guidelines: TCNA's"Handbook for Ceramic Tile Installation." Comply with TCNA p A. Door Hardware Schedule: Submit door hardware schedule prepared byor under the supervision of B. Floor Stops: Cost half dome design with rubber bumper,finish as scheduled.Provide C. Glazing:Com with storefront and gasket manufacturer's written instructions. installation methods indicated in ceramic tile installation schedules. City of Renton door hardware supplier. Coordinate the final Door Hardware Schedulwith doors,frame�nd manufacturer's standard riser heights as required for carpeted areas in conjunction with the floor D. Repair damaged fnishes so no evidence remains of corrective work. Return items that cannot C. Extend tile work into recesses and under or behind equipment and fixtures to form complete related work to ensure proper size,thickness,hand,function,and finish of door hardware. The bumpers scheduled, be refinished in the field to the factory,make required alterations,and refinish entire unit or covering without interruptions,unless otherwise indicated. Terminate work neatly at obstructions, Renton,Washington Architect's review of schedule shall neither be construed as a complete check nor shall it relieve C. Silencers for Wood Door Frames: BHMA A156.16,Type L03021;grey rubber,minimum 5/B by provide new units, edges,and corners without disrupting pattern or joint alignments. the Contractor of responsibility for errors,deviations,or omissions from the specified requirementsD. Accurately form intersections and returns. Perform cutting and drilling of tile without marring p ty asci 3/4 inch(16 by 19 mm); ofted for drilled-in application to frame,specifically doors,to visible surfaces. Grind cut edges of tile abutting trim,finish,or built-in items. Ft tile closely to provide complete door hardware for the project. absorb shock and reduce noise of door closing. Provide 2 silencers for each pair of doors,3 to electrical oafish,piping,fixtures,and other penetrations so plata,collars,or covers overlap 1.3 QUALITY ASSURANCE silencers for each single door. SECTION 09 26 00-GYPSUM BOARD AND SHAFT-WALL ASSEMBLIES tile. A. Installer Qualifications: An experienced installer who has completed door hardware similar in D. Silencers for Metal Door Frames: BHMA A156.16,Type L03011;grey rubber,minimum diameter E. Jointing Pattern: L tie ingrid pattern,unless otherwise indicated. Alin ants when adjoining material,design,and extent to that indicated for this Project and whose work has resulted in 1/2 inch(13 mm);fabricated for drilled-in application to frame,specifically designed to form an 1. PRODUCTS 9 % W9 1 1 g construction with a record of successful in-service performance. air pocket to absorb shock and reduce noise of door closing. Provide 2 silencers for each pair A Fire-resistance-rated assemblies: Tested per ASTM E 119. tiles on floor,base,walls,and trim are same size. Lay out tile work and center the fields in B. Supplier Qualifications: Door hardware supplier,who hos completed a minimum of three(3) of doors,3 silencers for each single door. B. SIC-rated assemblies: ASTM E 90 and classified per ASTM E 413. both directors in each space or on each cal area. Adjust to minimize tine cutting. Provide projects over the last 5 years which were similar in material,design and extent to that indicated 1.13 FABRICATION C. Stat framing. ASTM C 754 and ASIA C 645,not less than 540,hot-dip galvanized. uniform joint widths,unless otherwise indicated. D. Partition,soffit,and suspended ceiling framing: F. Lay out lite wainscots to next full the beyond dimensions indicated. for the project and which have resulted in construction with a record of successful in service A. Manufacturer's Nameplate: Provide each door hardware item without exposed manufacturers lb/sq. 1 G. Movement Joints: Locate movement joints and other sealant-filled joints during installation of performance,and who is or employs a qualified Architectural Hardware Consultant,available during labels,names,or designs. 1. Maximum deflection of 1/240 at 5ft.minimum; /360 at refit^9s orad file backing panels. setting materials,mortar beds,and tile. Do not naw-cut joints after installing fila. the course of the Work to consult with Contractor,Architect,and Owner about door hardware and B. Fasteners: Provide door hardware manufactured to comply with published templatesonrnre Ilene-ally 2. Flat strap and backing plate: 0.0312 inch minimum thickness. 9 1' 9 1524 Fifth Avenue keying. prepared for machine,wood,and sheet metal screws. Provide screws according to commercially 3. Tie wire:ASTM A 641,Class 1,soft temper,0.0625-inch-diameter wire. 1. Locate joints in file surfaces directly above joints in concrete substrata. Suite 300 4. Wim hangers: ASTM A 641,Coss 1,soft temper,0,162-inch diameter. 2. Prepare joints and apply sealants to comply with requirements in Division 07 Section"Joint C. Architectural Hardware Consultant Qualifications: A person who Is currently certified by the Door recognized industry standards for application intended. Provide Phillips oval-hood screws with 9 nnP Seattle WA 98101 and Hardware Institute as an Architectural Hardware Consultant and who is experienced in finished heads to match surface of door hardware iter beingattached, Machine screws and 5. Cost-in-place,expansion,and adhesive anchors in concrete fabricated from corrosion-resistant Sealants. materials capable of supporting a loadequal to five times that imposed byrang construction; H. Grout the to cora with requirements of ANSI A108.10,unless otherwise indicated. Telephone 206.654.2100 providing consulting services for door r this Project.installations that ore comparable in material, expansion shields shall be used for attaching hsing door concrete and masonry. Use P Por 9 Po 9 PyGensler design,and extent to that indicated for this throughbolts for renovation work only where existing blocking and reinforcements are testing per ASiTA E 488 or ASTM E 1512. I. Install crock isolation membrane to comply with MIST Al 10.10 and membrane manufacturer's Facsimile 206.654.2121 D. Source Limitations: Obtain each type and variety of door hardware from o single manufacturer, unknown. E. Supplementary framing around openings and as required far blocking,bracing,and support of written instructions for full floor coverage. unless otherwise indicated. 1. Concealed Fasteners: All new doors and door frames have been specified with adequate gravity and pullout loads of fixtures,equipment,services,heavy trim,furnishings,and similar J. Install waterproofing to comply with ANSI A106.13 and waterproofing manufacturer's written E. Regulatory Requirements: Comply with the following: blocking and reinforcement provisions to eliminate exposed throughbohting of hardware items. items that cannot be supported directly by framing. instructions to produce waterproof membrane of uniform thickness bonded securely to substrate. 1. Provide hardware items complying with the applicable provisions for accessibility and usability Doors installed with exposed throughboks will be rejected and replaced by the Contractor at F. Gypsum wallboard: ASTM C 36. 1. Do not instal tike over waterproofing until waterproofing has cured and been tested to by the disabled and handicapped in compliance with Americans with Disabilities Act(ADA), no cost to the Owner.Where through bolts are used on existing doors provide sleeves for G. Sag-resistant gypsum wallboard:ASIA C 36. Apply on ceiling surfaces. determine that it is watertight. "Accessibility Guidelines for Buildings and Facilities(ADMG)". each through bolt, H. Tile backing panels: K. For installations indicated below,follow procedures in ANS A108 Series tile installation standards 2. NFPA 101: Comply with applicable provisions for means of egress doors. 1.14 FINISHES 1. Glass-mat,water-resistant backing board: ASTM C 1178. for providing 95 percent mortar coverage. F. Preinstallation Conference: Conduct conference at Project site to comply with requirements in A. Standard: Comply with BHMA A156.18. I. Interior trim and jest treatment: ASTM C 1047 and ASTM c 475. 1. The floors in wet areas. Division 01 Section"Project Management and Coordination." B. Appearance of Finished Work:Finishes of the same designation,that come from 2 or more J. Acoustical sealant for exposed and concealed joints. 2. The floors composed of tiles 8 by 8 inches(200 by 200 mm)or larger. 1.4 COORDINATION sources,shall match when the items are viewed at arms length and approximately 2-feet apart. K. Isolation strip at exterior walls: adhesive-backed closed-cell foam gasket. L Install tile on floors with the following joint widths: Unless otherwise scheduled,match each hardware item in a single hardware set with the L Sound attenuation blankets:ASTM C 665,type I(blankets without membrane facing). 1. Ceramic Mosaic Tile: 1 16 inch(1.6 mm. A. Templates:orrFurnishs templates dooroo andn door hardware schedules,coordinatedinfabricators for the application of 9 / ) door hardware items with and frame details,to door opening fabricators and trades scheduled latch or lock set finish. Painting of BHMA 600(USP)surfaces is required and is 2. EXECUTION 2. Other The: s: recommended by tits manufacturer. performing door opening work to permit the preparation of doors and frames to receive the specked under Division 09 Section'Pointing.' A. Steel framing: ASTM C 754. M. Metal Edge Strips: Install at locations indicated or where exposed edge of file flooring meets B. Gypsum board: ASTM C 840 and GA-216. carpet,wood,or other flooring that finishes flush with topof the. specified door hardware. Where the door hardware item scheduled is not adaptable to the C. Designations:The abbreviations used to schedule hardware fnishes are generally BHMA(Federal R 9 1. Finish level 4: at panel surfaces that will be exposed to view,unless otherwise indicated. N. Install tile on walls with the following joint widths: finished size of door to eg members requiring door hadoor h,submit a item having r similar quee where indicated in parenthesis)designations. Comply with base material and finish 2, Level es at surfaces rereiligg ng, and semigloss oss enamels or dry-erose wallcovering,at 1. Ceramic Mosaic Tile: 1/16 inch(1.6 mm). lacus Date sIssue DeseHpnen By Cheek operator and quality to the Architect for review. Each door hardware item shall be fabricated to requirements indicated by the following: surfaces subject to severe lighting,and where noted. / (1.6mm). - 01 06/25107 KMS HS templates. 1. BHMA 600(USP): Primed for 2. Glazed Wall Tile: 1 16 inch 1.5 WARRANTY ( ) painting. G Acoustical sealant: ASTIR C 919. -_... 2. BHMA 626 US26D: Satin chromiumplated. 0. Apply grout sealer to grout joints in tile floors according to grout-sealer manufacturer's written ( ) CLIENT REVIEW A. General Warranty: Special warranties specified in this Article shall not deprive Owner of other instructions. As soon as grout sealer has penetrated grout joints,remove excess sealer and 3. BHMA 628(US28): Satin aluminum,clear anodized. rights Owner may have under other provisions of the Contract Documents and shall be in addition sealer that has gotten on file faces by wiping with soft cloth. 02 08/21/07 AS HS 4. BHMA 630(U532D): Satin stainless steel. --- -- - __---- ---- - -- to,and run concurrent with,other warranties made by Contractor under requirements of theSECTION 093000.TILING 1.8 FLOOR RLE INSTALLATION SCHEDULE 5. Aum.: Aluminum, CLIENT REVIEW Contract Documents. A. Interior floor installation on crack-suppression membrane over concrete;thin-set mortar;TCNA B. Special Warranty: Written warranty, by agreeing repairrep1.15 PREPARATION SECTION 09 30 00-TWNC pe y executed manufacturer a rain to or ace F122. 03 12/07/07 CZW HS A. Hardware for fire door assembles shall be installed in accordancerdance with NFPA 80. Hardware for 1,1 SUMMARY ISSUE FOR BID components of door hardware that fail in materials or workmanship within specified warranty1. Thin-Set Mortar. Latex-Portland cement mortar. nod. Failures include,but are not limited to,the following: smoke control door assembles shall be installed in accordance with AlNFPA 105. Install hardware A. This Section include the following: Pe• g: 2. Grout: Polymer-modified unscnded grout. for non-labeled and non-smoke door assembles in accordance DHI A115(for steel doors and 1. Ceramic tile. 1. Faulty operation Mf door hardware. 1.9 WALL TILE INSTALLATION SCHEDULE C. WCHEDU Period for Manual Closer;: Ten years from date of Substantial Completion forma,DHI A115-fram series for wood doors,and hardware manufacturers installation instructions 2. Waterproof membrane for thin-art the installations. A. Interior wall installation over glass-mat,water-resistant backer board;thin-set mortar,TCNA 1.6 SCHEDULED DOOR HARDWARE for doors and frames fabricated from other than steel or wood. 3. Crack-suppression membrane for thin-set tile installations. W245 A. General: Provide door hardware for each door to comply with requirements in this Section,door 1.16 INSTALLATION 4. Joint seolonts installed as part of the installations. 1. Thin-Set Mortar. Latex-port and cement mortar. hardware sets are keyed to each scheduled door in the door and frame schedule,and the Door A. Mounting Heights: Mount door hardware units at the following heights,unless specifically indicated 5. Metal edge strips installed as part of tile installations. ----__--_ _-- _- ey 2. Grout Polymer-modified unsanded grout. Hardware Schedule in the Drawings. 1. the drawings or required to comply with governing regulations: 1.2 PERFORMANCE ratof REQUIREMENTS n9 B. Interior wall and shower-receptor installation;thin-set mortar; waterproof membrane at floor 1. Door Hardware Sets: Provide quantity,item,size,frisk or color indicated,and named 1. Locks and Latches:inches38 inches(956 mm)to center of lever from finish floor. A. Static Coefficient of Friction: For tile installed on walkway duct surfaces,provide products with the over gloss-mot,water-resistant backer board;TCNA 8420 and TCNA W245. manufacturer'sproducts.No substitutions will be considered. 2. Butt Hinges: 10 (254 mm)to bottom of lowest hingefrom finish floor, 5 inches following values as determined by testing identical products per ASTM C 1028: 1. Thin-Set Mortar. Latex-Portland cement mortar. 1. Level Surfaces: Minimum 0.6. 2. The hardware suppler shall review each hardware set and compare it with the door types, mm)to top of upper hinge from top of door,space intermediate hinge equally 2. Step Treads: Minimum 0.6. bete 2. Grout: Polymer-modified unaanded grout. details,and sizes as shown and verify each hardware item for function,hand,backset,and between lower and upper hinges. 3. Ramp Surfaces: Minimum D.B. method of fastening through shop drawing submittals. B. Inatoll each door hardware item to comply with manufacturer's written instructions.Install overhead 1.3 TILE PRODUCTS 1.7 HINGES AND PNOTS surface closers for maximum degree of opening obtainable. Place on room side of corridor A. ANSI Ceramic The Standard: Provide Standard grade tike that complies with ANSI A137,1, A. General Hinge and Pivot Characteristics: Where door jamb or trim projects to such an extent doors,stair side of stair doors,secondary corridor side of doors between corridors.Where cutting 'Specifications for Ceromic Tile;for types,compositions,and other characteristics indicated that the width of leaf specified will not allow the door to clear such frame or trim,furnish and fitting ore required to install door hardware onto or into surfaces that are later to be 1. product: As indicated in schedule on Drawings. - hinges and pivots with leaves of sufficient width to clear. Hinges and pivots shall be template finished,coordinate removal,storage,and reinstallation of surface protective trim units with 1.4 ACCESSORY MATERIALS hinges conforming to BHMA A156,1 and in accordance with door and frame material requirements. finishing work specified in Division 09 Sections. s. Do not install surface-mounted items until -- _-- --- -- -- B. Heavy Weight,Ball Baring,5 Knuckle,Stainless Steel:Complying with BHMA A156.1 A5111. finishes hove been completed on substrates involved. A. Waterproofing and Crack-Suppression Membranes for Thin-Set The Installations: Manufacturers C. Butt Hinge and Offset Pivot Hinge Quantity: Provide the following,unless otherwise indicated: C. Do not install permanent key cylinders in Inks until the time of preliminary acceptance by the standard product that complies with ANSI A118.10,selected from the following. 1. Two Hinges: For doors with heights up to and including 60 inches(1524 mm). Owner. Owner will permanent key all lock cylinders. Turn system over to Owner for sole 1. Chlorinated-Polyethylene-Sheet Product Nonplasticized,chlorinated polyethylene faced on 2. Three Hinges: For doors with heights of greater than 60 inches(1524 mm)to and including possession and control. both sides with nonwoven polyester fabric,0.030-inch(0.76-mm)nominal thickness. 90 inches(2286 mm). 1.17 FIELD QUALITY CONTROL a. Product: Noble Company(The);Nobleseal IS. ,. A. Independent Architecturol Hardware Consultant: Owner will engage a quaffed independent 2. Polyethylene-Shat Product: Polyethylene faced on both sides with fleece webbing, ------ ----___-- -_--- __---- 3. Four Hinges: For doors with heights greater than 90 inches(2286 mm)to and includingArchitectural Hardware Consultant to perform inspections and to prepore inspection reports. 0.008-inch(0.203-mm)nominal thickness. 120 inches(3048 mm). 1. Independent Architectural Hardware Consultant will inspect door hardware and state in each o. Product Schluter Systems L.P.;KERDI. 4. Provide 4 hinges,plus 1 hinge for every 30 inches(750 mm)of door height greater than report whether installed work complies with or deviates from requirements,including whether 3. Fabric-Reinforced,Fluid-Applied Product: System consisting of liquid-latex rubber,with a 120 inches(3048 mm). door hardware is properly installed and adjusted. VOC content of 65 g/L or less when calculated according to 40 CFR 59,Subpart D(EPA D. Butt Hinge Sizes: 4-1/2 inches(114 mm)h,x 4 inches(102 mm)or 4-1/2 inches(114 B. 1.18 ADJUSTING Method 24),and fabric reinforcement. mm)w.for doors up to and including 36 inches(914 mm)in width;5 inches(127 mm)h.x A. Adjust and check each operating iter of door hardware and each door to ensure proper a. Products: I Seel/Signature 4 inches(102 mm)or 4-1/2 inches(114 mm)w.for doors greater than 36 inches(914 mm) operation or function of every hardwore component. Replace hardware components that cannot 1) Custom Building Products;Trowel&Seal Waterproofing and Anti-Fracture Membrane. in width, be adjusted to operate as intended. Adjust door control devices to compensate for building 2) LATICRETE International Inc.;Laticrete 9235 Waterproof Membrane. E. Hinge Characteristics: Full mortise type with square corners. All butt hinges are to hove stack pressures and final operation of forced air mechanical equipment and to comply with 3) NAPE Corporation;PRP M19. P non-rising pins. All butt hinges shall be furnished with button tips. referenced accessibility requirements. 1.5 BERING AND GROUTING Matton;P LS F. Fasteners: Package all hinges and pivots with machine and wood screws as required by door 1.19 CLEANING AND PROTECTION and frame construction. B. Clean adjacent surfaces soiled by door hardware installation.Clean hardware components as A. Manufacturers: 1.8 LOCKS AND LATCHES necessary to restore proper Fnish.Provide protection during the progress of the work and 1. Custom Building Products. A. Bored Lock and Latch Sets: Extro heavy duty,commercial,cylindrical bodies complying with maintain conditions that ensure door hardware is in perfect working order and without damage or 2. UTICRETE International Inc. BHMA A156.2 Series 4000,Grade 1. Furnish cylindrical type,field reversible,lock and latch sets deterioration at time of Substantial Completion. 3. MAPEI Corporation. with deadlocking brass or stainless steel latch bolts having a minimum 1/2 inch(13 mm)throw B. Source Limitations: For each tile installation,obtain compatible formulotions of setting and grouting materials containing latex or ales additives from a single manufacturer. together with guard(auxiliary)latch added to bo R,2-3/4 inches(70 mm)backset. All lock and C. Latex-Portland Cement Mortar(Thin Set): ANSI A118.4. latch sets,to be furnished complete with heavy gage steel zinc dichromate coated cylindrical SECTION 08 Icy 00-LOUVERS AND VENTS 1. Prepackaged dry-mortar mix combined with liquid-latex additive. bodes,trim,2-1/4 inches(57 mm)by 1-1/8 inches(28.6 mm)beveled square cornered 1.1 SUMMARY 2. For wall applications,provide nonsagging mortar. I Project Nernstfronts,and 6 pin tumbler key in lever core. Provide wrought steel box strikes for each lock and D. Polymer-Modified Tile Grout ANSI A118.7. A. This Section includes building standard fixed,formed-metal louvers to be glazed into existing latch set with curved lips of sufficient length to protect frames. Provide plated cast zinc leversstorefront system. 1. Polymer Type: Dry,redispersible form,prepackaged with other dry ingredients. City of Renton-Phase II Activity Buildings I ADA Upgrades with plated wrought brass or bronze roses. 1.2 PERFORMANCE REQUIREMENTS 2. Colors: As selected from manufacturer's full range. 1. Best Access Systems;9K Series as indicated in Drawings. A. Thermal Movements: Provide louvers that allow for thermal movements resultingfrom a 1.6 MISCELLANEOUS MATERIALS 1.9 CYLINDERS AND KEYING A. Cylinders:Full faced cylinders with square shouldered(not tapered)compression rings,6 pin temperature change(range) Project Number )of 120 deg F(67 deg C),ambient;180 deg F(100 deg C), A Elastomeric Sealants: Elastomeric sealants of base polymer and characteristics indicated that cylinders,standard threaded,keyed into building system,with cams to suit lock functions, material surfaces,by preventing buckling,opening of joints,overstressing of components,failure comply with applicable requirements in Division D7 Section'Joint Sealants." Provide cylinders for installation into all locks. of connections,and other detrimental effects. 1. Use sealants that have a VOC content of 250 g/L or less when calculated according to 40 32.7137.000 1. Manufacturer;Best Access Systems. 1,3 SUBMIRALS CFR 59,Subpart D(EPA Method 24). 19 I CAD Fila Nemo B. Keying System: Final keying by Owner. Provide 4 blank keys for each lack for the Owner's A. Shop Drawings: Include plans,elevations,sections,details,and attachments to other Work. 2. and,rt,Mildew-Resistant Silicone: ASTM C 920;Type S Grade NS;Class 25;Uses NT,G, convenience in making additional keys. 1. Verify louver openings by field measurements before fabricator and indicate measurements on A,and,as applicable to nonporous joint substrates indicated,0;formulated with fungicide, A00-26 1. Construction Keyed Cylinders: Provide construction keyed cylinders in locks during construction ShopS Drawings. intended for in-service exposure of high humidity and extreme temperatures. I Description and as may be necessary for security or as may be requested by the Owner. Upon 1A LOUVERS a. Products:D completion of the construction phase,construction keyed cylinders shall be voided A. Louvers:RSubject to compliance with requirements,provide building standard louver. 1) Dow Coming Corporation;Dow Coming 786. SHEET SPEC CONT. 1.5 FABRICATION,ON, rsGENERALto 2) Silicones;Sanitary1700. mechanically without the removal of the cylinders from the locks. AlI construction keyed A. Fabricate toucan fid in ming openings of sizes indicated,with allowance mode for fabrication and cylinders shall be individually keyed as required and subject to a single master key. 3) Pecora Corporation;P600 898 Sanitary Silicone Sealant. installation tolerances,adjoining material tolerances,and existing storefront system. 1.10 STRIKES4) Tremco,Inc.;Tromsil 600 While. A. Strikes for Locks and Latches: All strikes for locks and latches shall be provided by the Ink B. Join glazing flange members to each other and to louver blades with fleet welds,threaded 3. Multipart,Pourable Urethane Sealant for Use T: AS114 C 920;Type M;Grade P;Class 25; Sale and latch manufacturer unless otherwise specified or scheduled,refer to Article'Locks and fasteners,or both,as standard with louver manufacturer,concealed from view. Uses T,M,A,and,as applicoble to joint substrates indicated,0. 4. 1.6 LOUVER SCREENS a. Products: Latches'. A. General: Provide screen at interior face of each exterior louver. 1,11 PROTECTNE TRIM UNITSB. Louver Screening: 1) axon Corporation;NR-200 Urexpan. P P (1.3mm) 1. Bird Screening: Aluminum,1/2-inch-(12.7-mm-)square mesh,0.063-inch(1.6-mm) 2) Tremco,Inc.;THC-900. A. stainlessain and Mel, Plates: Fabricate d ss(83 Iota fromec minimum 0.050 inchBHMA thick, B. Troweloble Undedayments and Patching Compounds: Lotex-modifed,portend cement-based steel,heeled top and 2 sides(B3E),square cameo,complying with A156.6,and wire. formulation provided or approved by manufacturer of tile-setting materials. fastened with oval head Phillips fasteners countersunk into plate surface. 1.7 INSTALLATION ACCESSORIES A00.26 B. Sze: Furnish kick and armor plates sized 2 inches(51 mm)less than door width. Furnish A. Glazing Gasket: As standard for storefront system. C. Metal Edge Strips: Angle or L-shape,nicksl silver or stainless steel;ASTM A 666,300 Series kickplates in 12 inches(305 mm)heights,furnish armor plates in 48 inches(1219 mm)heights B. Elastomeric Sealant:Non-sag exterior sealant compatible with gaskets and approved by Landlord, exed-ed material. unless otherwise indicated. Provide protective plates with cutouts for locks,louvers and windows See Division 07 Section'Joint Sealants'. D. Grout Sealer. Manufacturer's standard silicone product for sealing grout joints that does not to the extent indicated. Mount protective plates flush with bottom of door. change color our appearance of grout. (G2007 Gensler City of Renton SECTION 09 30 33-DIMENSION STONE TILE E. Lay out tiles on substrates or on an adjacent surface to establish placement of individual tiles D. Alkalinity and adhesion testing: perform tests recommended by manufacturer. Proceed with 1.5 EXTRA MATERIALS ACt I Y I t Building for balance of color and pattern variations. A. Furnish extra materials described below that match products installed and that are packaged with 1.1 SUMMARY installation only after substrates pass testing. Y A This Section includes dimension stone file and elated setting materials a lied to floors and walls, 1. Notify Architect seven days in advance of dates and times when layout will be done. E. Perforin moisture tests recommended b manufacturer. Proceed with installation only after protective covering for storage and identified with labels moue ling contents. .- g PP 2 Architect may relocate specific stones with other stones of some type and will determine final Y y 1. Carpet Tle: Full-size units equal to 5 percent of amount installed for each type indicated, 1.2 PERFORMANCE REQUIREMENTS substrates pass testing. location of each the within indicated patterns. but not less than 10 yd. B 7 sq. A Physical Properties of Stone for Flooring: F. Use trowelable leveling and patching compound to fill crocks,holes,and depressions a substrates. sq. ( m). 3. Identify each tile with a temporary number marked on face of tile that corresponds with an 1 6 CARPET TILE Cityof Renton 1. Absorption:Not more than 4 percent,per ASTM C 97. G. Do not install resilient products until they are the same temperature as the space where they are 2. Density:Not less than 140 pounds per cubic fat,per ASTM C 97. identical number marked on a layout drawing,and obtain Architect's approval before starting to be installed. A. Products: Subject to compliance with requirements,provide products indicated in Finish Schedule. Tile installation. 3. CompreesRe Strength:Not las than 6000 psi,per ASTM C 170. H. Swap and vacuum clean substrates to be covered by resilient products immediately before B. Critical Radiant Flux Classification:ion: Class I,not lea than 0.45 w/sq.cm per ASTM E 648. erten, Washington 4. Abrasion Resistance:Not less than 12,per ASTM C 241. F. Field-Applied Temporary Precative Looting: Where indicated under file type or needetl to prevent installation. After cleaning,examine substrates for moisture,alkaline salts,carbonation,and dust. C. VOC Limits: Provide carpet that complies with the following limits for VOC content when tested 5. Flexural Strength:Not less than 1200 psi,per ASTM C 880. grout from staining or adhering to exposed file surfaces,praoot them with continuous film of Proceed with installation only after unsatisfactory conditions have been corrected, according to ASTM D 5116: temporary protective coating,taking care not to coatunexposed d tile surfaces. B. Static Coefficient of Friction: For stone tile installed on walkway surfaces,provide products withI. Install wall base in lengths as long as practicable without gaps at seams and with tops of 1. Total VOCs: 0.5 mg/sq.m x h. 1.10 INSTALLATION,GENERAL the following values as determined by testing identical products per ASTM C 1028: adjacent pieces aligned. 2. 4-PC(4-Phenylcyclohexene): 0.05 mg/sq.m 0 h. 1. Level Surfaces: Minimum 0.6. A. Installation Methods: Comply with TG's'Handbook for Ceramic Tile Installation'for TCA J. Tightly adhere wall base to substrate throughout length of each piece,with base in continuous 3. Formaldehyde: 0.05 mg/sq.m x h. 2 Step Treads: Minimum 0.6. designations indicated. contact with horizontal and vertical substrates. 4. Styrene: 0.4 mg/sq.m x h. 3. Ram Surfaces: Minimum 0.8. B. Installation Standards: Comply with parts of ANSI A1011 Series'Specifications for Installation of1.7 ACCESSORIES RampK. Do not stretch wall base during installation. 1.3 QUALITY ASSURANCE Ceramic Tile"applicable to installation methods and setting and grouting materials indicated. L On masonry surfaces or other similar irregular substrates,fill voids along top edge of wall base A. Self-Leveling Underloyment: Latex-modified,hydraulic-cement--based formulation provided by or A Source Limitations for Stone Tie: Obtain each variety of stone,regardless of tile size and finish, C. Extend tile work into recesses and under or behind equipment and fixtures to form a complete with manufacturer's recommended adhesive filler material. recommended by carpet tile manufocturer.See Division 03 Section'Cement-Based UnderlaymenP. from the same location in a single quarry. covering without interruptions,unless otherwise indicated. Terminate work neatly at obstructions, M. Job-formed comers: B. Carpet Adhesives: Water-resistant and nonstaining,high solids,low VOL emitting formulations B. Mockups: Install mockups to verify selections made under sample Submittals and to demonstrate edges,and comers without disrupting pattern or joint alignments. 1. Outside comers: use straight pieces of maximum lengths possible. Form without producing that ore specifically recommended the carpetmanufacturer,as verified through compatibility aesthetic effects and qualities of materials and execution. D. Accurately form intersections and returns. Perform cutting and drilling of file without marring discoloration(whitening)at bends. Shave back of base at points where bends occur andPecs Yg � ab 1524 Fifth Avenue visible surfaces. Fit tile closelyto electrical outlets, P9 and adhesion testing for thecarpet:intended substrate and application,and that comply with flammability 1. Install mockups for each tile pattern and type indicated,of at least 48 by 48 inches. piping,futures,and other penetrations so remove stripsSuite 300 2. Approved mockups maybecome rt of the completed Work if undisturbed at time of plates,collars,or covers overlap tile. Where cut edges will be visible offer installation,finish to removinging more to length the base that are only deep enough to produce a snug requirements. VOCim for installedovdd ps Po P Pfit without mon than half wall base thickness. 1. Limits: Provide adhesives that comply with the following limits for VOC content when Seattle WA 98101 Substantial Completion. match factory-fabricated edges. 2. Inside corners: use straight pieces of maximum lengths possible. Form by cutting an tested according to ASTM D 5116: Telephone 206.654.2100 1.4 EXTRA MATERIALS E. Lay the in grid pattern,unless otherwise indicated. Align joints when adjoining tiles on floor, inverted v-shaped notch in toe of wall boss at the point where comer is formed. Shove a. Total VOCs: 10.00 mg/sq.m x h. Gensler U Facsimile 206.654.2121 A Furnish extra materials described below that match products installed and that ore packaged with base,walls,and trim are the same size. Loy out the work and center the fields In both back of base where necessary to produce a snug fit to substrate. g/q protective covering for storage and identified with labels describing contents. directions in each space or on each wall area. Adjust to minimize tile cutting. N. Use stair-tread-nose filler to fill stair nosing substrates that do not conform to tread contours. b. Formaldehyde: 0.05 mg/sq.m x h. 1. Tile and Trim Units: Full-size units equal to 3 percent of amount installed for each stone, F. Expansion-and Control-Joint Installation Method: Comply with TCA EJ171. 0. Reducer strips: install reducer strips at edges of floor coverings that would otherwise be c. 2-Ethyl-1-Hexonol: 3.00 mg/sq.m a h. variety,and size indicated,but not less than 16 square feet for each pattern. G. Butter backs of tiles with setting material before setting,and place tiles before back buttering exposed. 1.8 INSTALLATION 1.5 DIMENSION STONE TLE and setting bed hove skinned over. A. Comply with CRI 104,Section 13,'Carpet Modules(Ties).' A Stone:As indicated in Finish Schedule. H. Movement Joints: Locate movement joints and other sealant-filled joints during installation of 1. Granite: ASTM C 615. setting materiels,mortar beds,and tile. Do not cow-cut joints after installing tiles. 2. Limestone: ASTM C 568,Classification II(Medium-Density)or III(High-Density). 1. Locate joints in tie surfaces directly above joints in concrete substrates. SECTION 09 85 18.13-LINOLEUM FLOORING 3. Marble:AS11A C 503,Classification as indicated by product selected. 2. Prepare joints and apply specified sealants to comply with requirements in Division 7 Section SECTION 09 91 23-INTERIOR PAINTING B. Edges: Square. 'Joint Sealants.' 1.1 SUMMARY C. Module Size: As indicated. a. Use Multipart,Pourable Urethane at horizontal traffic surfaces. A This Section includes linoleum floor tie and sheet floor coverings. 1.1 GENERAL D. Nominal Re Thickness:As indicated. 1.11 STONE FLOOR TILE INSTALLATION 1.2 PROJECT CONDITIONS A Surface preparation,priming,and finish coats specified in this section are in addition to shop E. Joint Width:Match existing,unless otherwise recommended by stone supplier in writing. A Concrete Slab Substrates: For floor tike installed with dry-set or latex-portland cement mortars, A Maintain temperatures within range recommended by manufacturer,but not less than 70 deg F(21 deg C) priming and surface treatment specified in other sections. 1.6 SETTING AND GROUTING MATERIALS provide concrete substrates that comply with flatness tolerances specified in referenced ANSI A108 or more than 85 deg F(29 deg C),in spaces to receive floor tib during the following time periods: B. Include field painting of exposed bare and covered pipes and ducts(including color coding), A Manufacturers: Subject to compliance with requirements,provide products by one of the Series of tile installation standards for installations indicated. 1. 48 hours before inrtallction. hangers,exposed steel and iron supports,and surfaces of mechanical and electrical equipment following: 1. Use trowelable leveling and patching compounds per tile-selling material manufacturer's 2. During installation. that do not have a factory-applied final finish. J. 48 hours after installation. C. Do not paint prefinished items,concealed surfaces,finished metal surfaces,operating parts,and 1. Custom Building Products. written instructions to fill crocks,holes,and depressions. B. Ater postinstallation Main tem tures within ran recommendedleave Deals Al wwue Dgertptlon By Check 2. Latcrete International,Inc. 2. Remove protrusions,bumps,and ridges by sanding or grinding. ss Pen •n101 Fera 9e degaCmmen by manufacturer,but not labels.R 3. Hopei Corporation. B. Interior floor installation on crack-suppression membrane over concrete;thin-set mortar-,TCA Co than s55pace deg F fc3 deg C)or more than to5 adto F(35 C). 1.2 PRODUCTS 01 CLIENT _ KMS HS C. Close apace to traffic during 4g floor tefocl veoo, A. 1.Providepremiumifont line low-VOC architecturalproducts of one of the following: B. Source Limitations: For each dimension stone file installation,obtain compatible formulations of 1122. D. Close sparse to traffic for 48 hours after floor covering insWiotion. CLIENT REVIEW setting and grouting materials from a single manufacturer. 1. Thin-Set Mortar: Latex-porfland cement mortar E Install Boor coverings after other finishing operations,includingpainting,hove been completed. 1. Benjamin Mmoore&Co. gg p01 g p 2 Frazee Paint Company 02 7 AS HS C. Setting Materials: 2. Grout: Polymer-modified unsanded grout. 1.3 LINOLEUM FLOOR COVERING 3. ICI Dulux Paint Centers 1. Portland Cement Modem ANSI A108.1C for wet or cured mortar bed installation. 1.12 STONE TILE WALL INSTALLATION A Products: Subject to compliance with requirements,provide products indicated CLIENT REVIEW ted in Finish Schedule. 4. Kelly-Mare Paint 2 Thin-Set Mortar. ANSI A118.4,latex Portland cement. A. Adhesive Installation: TCA W242,except use water-cleanable epoxy adhesive instead of organic B. Tile: Solidified mixture of I oleum cement binder(linseed oil and pine,fossil,or other resins or rosins, Co03 12/07/07 CLV'1 HS_ D. Water-Cleanable Epoxy Adhesive: ANSI A118.3,water-cleanable,tile-setting epoxy adhesive,with adhesive(epoxy adhesive over gypsum board on metal studs). or equ'nalent oxidized oleoresinous birder)and ground cork,wood flour,mineral tillers,and pigments 6. She lin-Willa,Inc. - - --- -- a VOL content of 65 g/L or less when calculated according to 40 CFR 59,Subpart 0(EPA 1.13 INSTALLATION TOLERANCES bonded to c fibrous or other suitable backing so Shot backing a partially embedded in mixture. Patterns 6. Sherwin-Williams ReferCo. ISSUE FOR BID Method 24). A Variation from Plumb: For vertical joints,external comers,and other conspicuous lion,maximum and cobra extend through entire war-layer thickness. B. Colors and sheens: to finish schedule. 1. Where indicated colors ore not available in first-line low-VOC products,add compatible --- -------- --- --" 1. Setting Adhesive:ANSI A118.3,water-cleanable epoxy. 1/8 inch in 8 feet(3 mm in 2400 mm). C. Shat Floor Covering: ASTM F 2034. -- -- - D. Seaming Method: Standard. pigments from other lines.VOC content of resulting point shall not exceed 50 g/L for flat or E. Cementitious Grout Materials: Provided or approved by manufacturer of latex mortar materials. B. Variation in Level: For horizontal joints and other conspicuous line,do not exceed 1/4 inch in E Thickness: 0.10 inch(2.5 mm),minimum. 100 g/L for non-flat finish. 1. Grout for Joints 1/8 inch(3.2 mm)and Narrower. ANSI A118.6 unsanded latex-portland 20 feet(6 mm in 6 m),or 1/2 inch(12 mm)maximum. F. Critical Radiant Flux Claeificatbn: Class I,not less than 0.45 W/sq.cm per ASTM E 648. C. Provide block fillers,primers,and finish-coot materials that are compatible with one another and cement. C. Variation in Surface Plane of Flooring: Do not exceed 1/8 inch in 10 feet(3 mm in 3 m)from 1.4 INSTALLATION MATERIALS with the substrates indicated under conditions of service and application,as demonstrated by 2. Grout for Joints Wider than 1/8 inch(3.2 mm): ANSI A118.6 sanded latex-portland level or slope indicated when tested with a 10-foot(3-m)straightedge. A Adhesives: Water-resistant type recommended by floor covering manufacturer for products and substrate manufacturer based on testing and field experience. cement. 0. Variation in Plane between Adjacent Units(Upping): Do not exceed the followingdifferences conditions indicated. D. Provideoended bytu an premiumuerrrst line ionhiteccute.finishes that are oatformulated and 3. Colors: As indicated by manufacturer's designation. between faces of adjacent units as measured from a straightedge parallel to the tiled surtace: 1. Use adhesives that comply with the following limits for VOC content when calculated according to 40 recommended by manufacturer for application indicated. Provide finish coats that are compatible - 1.7 ACCESSORIES 1. Units with Polished or Honed Faces: 1/64 inch(0.4 mm). CFR 59,Subpart D(EPA Method 24): with primers used. A Uncoupling System Membranes for Thin-Set Re Installations: Manufacturer's standard product 2. Units with Sand-Rubbed Faces: 1/32 inch(0.8 mm). a. OCT and Asphalt Tie Adhesives: 50 g/L E. All int must complywith all applicable local,state and federal air qualitymandates, that complies with ANSI x116.10,selected from the following. ) B. Metal Edge Strips: Estmded aluminum with mill finish,of width shown,of height required to protect 1.3 EXECUTION VP 3. Units with Thermal-Finished or Natural-Cleft Faces: Depth of finish or 3/16 inch(5 mm), 1. Chlorinates-Poyethylene-Sheet Product: Nonplasticized,chlorinated polyethylene faced on both exposed edge of floor covering,and b maximum available lengths to minimize running pints. A. Examine substrates in compliance with POCA 4 whichever is less. Pi P sides with nonwoven polyester fabric,0.030-inch(0.76-mm)nominal thickness. 1.5 INSTALLATION,GENERAL B. Review other actions in which primers are provided to ensure compatibility of the total system E. Variation in Joint Width: Do not vary joint thickness more than 1/16 inch(1.6 mm)or A Move floor coverings and installation materials into spaces where they will be installed at least 72 hours in - a. Product: Noble Company(The);Noblesal TS. for various substrates. one-fourth of nominal joint width,whichever is less. 1. Do of installation. 2 Polyethylene-Shat Product: Polyethylene faced on both sides with fleece webbing, C. Remove hardware and ndrdware accessorii,plata,machined surfaces,lighting fixtures,and 1.14 Remove AND PROTECTING 1. Do not install floor coverings until they arc come temperature w apace where theyare to be 0.008-inch(0.203-mm)nominal thickness. A. Remove and replace material that is stained or otherwise damaged or that does not match installed. similar items already installed that are not'd be painted. If removal is impractical or impossible a. Product: Schluter Systems LP.;KERDI. adjoining tile. Provide new matching units,installed as specified and in a manner to eliminate B. Scribe and at floor coverings to butt natty and tighty to vertical surface,permanent fixtures,and because of size or weight of the item,provide surface-applied protection before surface B. Elastomeric Sealants: Elastomeric sealants of base polymer and characteristics indicated that evidence of replacement. built-in furniture including cabinets,pipes,outlets,edgings,thresholds,and musings. preparation and pointing.After completing painting operations in each space or area,reinstall comply with applicable requirements in Division 7 Section Joint Sealants.' B. Clean stone tiles after setting and grouting is complete;use procedures recommended by stone C. Extend floor coverings into toe spaces,door mals,closets and*miler openings. items removed using worker skilled in the trades invoked. 1. Use sealants that hove a VOC content of 250 g/L or less when calculated according to 40 producer and grout manufacturer for types of application indicated. D. Mointoin reference markers,hole,or openings that are in place or marked for future cutting by repeating D. Clan and prepare surfaces to be painted according to manufacturers'written instructions for CFR 59,Subpart D(EPA Method C. sealer to cleaned stone tile flooring, on fkor coverings as marked on substrata. Use chalk or other nonpermanent marling device. each particular substrate condition and as specified. pa 24). Apply according to sealer manufacturer's written instructions. E Adhere floor coverings to substrates using a full spread of adhesive applied to substrate to produce a E. Mix and prepareaccording 2 One-Part,Mildew-Resistant Silicone: ASTM C 920 Type S;Grade NS;Class 25;Uses NT,G, paint materials to manufacturer's written instructions. completed installation ea open imperfections tone,rating and puckering at joints,telegraphing of adhesive A,and,as applicable to nonporous joint substrates indicated,0;formulated with fungicide, spreader marks,and other surface impertecfons F. Apply paint according to manufacturers written instructions. Use applicators and technique best intended for in-service exposures of high humidity and extreme temperatures. F. Perform the followingsuited for substrate and type of material being applied. a. Products: SECTION 09 61 23•CONCRETE FLOORING TREATMENT and other immediately after or completing floor covering installation: G. Minimum coatingthickness: a paint materials no thinner than manufacturer's recommended 1. Remove adhesive and other edngehth from floor covering surfaces. apply 1) Dow Coming Corporation;Dow Corning 786. 2. Sweep and vacuum floor coverings thoroughly. spreading rate to achieve dry film thickness indicated. Provide total dry film thickness of the 1.1 SUMMARY 3. Dom m floor coverings GE Silicones;Sanitary 1700. A. Section Includes: D- op to remove marks and soil. entire system as recommended by manufacturer. Provide a minimum of one prime cat plus I swualpnsturs 3) Pecora Corporation;Pecoro 898 Sanitary Silicone Sealant. 1. Sealing existing concrete floors. a. Do not wash floor coverings until after Ame period recommended by manufacturer. two finish coots,unless otherwise indicated. 4) Tremco,Inc.;Tremsil 600. 1.2 WxLtlr ASSURANCE G. Protect floor coverings from man,marks,indentations,and other damage from construction operations H. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. A Mock-up: Prior to installation of reit of this section,apply coatiand placement of equipment and fixtures during remainder of correWdlon period. Use protection methods Before find installation of equipment, int surfaces behind rmanent fixed equipment or 3. Multipart,Pourable Urethane Sealant for Use T: ASTM C 920;Type N;Grade P;Class 25; ng sample at location directed by orM iP P° Pe y acceptable to the Architect,using f recommended in writing by manufacturer. furniture withprimey Uses T,M,A and,as applicable to joint substrates indicated,O. Db g speci ed materials and illustrating finish and workmanship to be s cat only. expected in the competed work. Retain mock-u that hoe been a 1.6 Loy INSTALLATION Paint interior surfaces of ducts with a flat,none ruler black paint where visible through registers a. Products: We D D approved by the Architect until the work A Loy out file from abler markt established with principal walls,discounting minor offsets,so file at I. pe poi g eg' lox been completed and accepted. or grille. 1) Pecoro Corporation;NR-200 Urexpan. opposite edges of morn aro of equal width. Adjust as necessary to aerie using cul width that equal 1. Configuration: Approximately incorporated fat by 4 ifeetntoJ. Apply first coat to surfaces that have been cloned,pretreated,or otherwise prepared for painting 2) Tremco,Inc.;THC-900. less than one-half tile at perimeter. 2. Acceptable mock-up may be into the final work. as soon as practicable after preparation and before subsequent surface deterioration. 1. Lay tiles rgoon p re with room axis in indicated. b. Color. As selected by Architect from manufacturer's full range. 1.J SEALING COMPOUNDpattern by selecting tiles from cartons b same 1. Do not apply succeeding coots until previous cat has cured as recommended by C. Sealer for Floors: Colorless,slip-and stain-resistant seder,not affecting color or physical A Nigh Solos,Penetrating,Noe-Yelowing,V.O.C.-Complbnt Sealer:Euclid Chemical Comparyc Euco Diamond B. Match file 1a color and rg sequence as manufactured and packaged,if so numbered. Discard broken,cracked,chipped,or deformed tiles. manufacturer. If ending is required to produce a smooth,even surface according to properties of stone surfaces as recommended by stone file manufacturer for application indicted. Hard. 1.7 SHEET FLOOR COVERING INSTALLATION manufacturers written instructions,send between applications. 1. Manufacturers: Subject to compliance with requirements,provide products by one of the 1.4 EXAMINATION A Unroll sheet floor covert and allow them to stabilize before cutting and fitting. 2. Omitprimer over metal surfaces that have been shopprimed and touchup painted. following: A Inspect substrate and conditions under which the wok of this section wit be performed,as verity that Pap l a. American Olean Tile Company. inetollotion properly may commence. Do not proceed with the work until unsatisfactory conditions have B. Lay out sheet floor coverings as follows: 3. If undercoats,stains,or other conditions show through final coat of paint,apply on t b. Bostik. been resolved fully. 1. Mointcin uniformity of floor covering direction. coats until paint film is of uniform finish,color,and appearance. Give special attention to I Project Name 2. Minimize number of seam&plow seams in inconspicuous end low-traffic arae,at least 6 inches ensure that edges,corners,crevices,welds,and sed fasteners receive a dryfilm a. Custom BuildingProducts. 1.5 PREPARATIONexpo (152 mm)away from parallel joints in floor covering substrates. thickness equivalent to that of flat surfaces. City of Renton-Phase II Activity Buildings/ADA Upgrades d. Hil b Filar Treatments. A Clean substrate,removing projections and wbscences detrimental to the work;comely with reammendatone of manWocturer of products to be installed for proper preparation praceduns. J. Match edge of floor...ins for cola shading of seems. 4. Allow sufficient time between successive cats to permit proper drying. Do not recent e. RISK Stone Care Products. 4. Avoid cross same. B. Mask off or a indicated protect oepcent surface mut scheduled to receive produces of this section. surfaces until paint has dried toe,where it feels firm,and does not deform or feel stlnot f. Summitville Ties,Inc. C. Grind concrete as indiated in Finish Schedule. 5. Eliminate deformations that result from hanging method used during drying process(stove bar mars). under moderate thumb pressure,and until application of another cat of paint does not D. Trowelable Undedoyments and Patching Compounds: Latex-modified,poniard cement-based 1.6 APPLICATION cause undercoat to lift or lose adhesion. IProject Number formulation provided or approved by manufacturer of tile-setting materials. A General: Com with manufacturers irstrurtions, SECTION 09 6813•TILE CARPETING 1.8 STONE TILE FABRICATION jay except wsere more stringent requirements ore shown m K. At the end of each workday,remove empty cans,rags,rubbish,and other discarded paint 32.7137.000 apecifcd,and except where project conditions require extra precautions or provisions to ensure SECTION 09 68 13-TILE CARPETING materials from project site. A General: Fabricate tiles that are free of cracks,seams,starts,and other defects impairing their satisfactory performance of the work 1.1 SUMMARY L. Ater work of other trades is complete,touch up and restore damaged or defaced painted ICAD File Name function for use indicated. 1.7 PROTECTION A This Section includes carpet tile and installation. surfaces. Comply with procedures specified in PDCA P1. A00-27 B. Facial Dimensions: Vary from specified dimensions by not more than plus or minus 1/64 inch A General: Institute protective procedures and install protective materials as required to ensure that work of 1.2 DELIVERY,STORAGE,AND HANDUNG (0.4 mm)for tiles with polished or honed faces;or plus or minus 1/32 inch(0.8 mm)for tiles this section will be without damage or deterioration at substantial completion. A Comply with CRI 104,Section 5,'Storage and Handling.' I Description with sand-rubbed,natural-cleft,or thermal-finished faces. 1.3 PROJECT CONDITIONS SHEET SPEC CONT. C. Thickness of Stone Tiles with Smooth Finish: Vary from specified thickness by not more than A General: Comply with CRI 104,Section 6.1,'Site Conditions;Temperature and Humidity' plus or minus 1/32 inch(0.8 mm). SECTION 09 6513•RESILIENT WALL BASE AND ACCESSORIES B. Environmental Limitations: Da not install carpet tile until wet work in spaces is complete and D. Thickness of Stone Tiles with Natural-Cleft or Thermal Finish: Vary average thickness of each tile 1.1 PRODUCTS dry,and ambient temperature and humidity conditions ore maintained at the levels indicated for from specified thickness by not more than plus or minus 1/16 inch(1.6 mm). A. Products: refer to finish schedule. Project when occupied for its intended use. I Scale E. Backs of Pieces: Dress smooth and flat. B. Trowelable leveling and patching compounds: latex-medrfied,Portlandcement approved by C. Do not install carpet file over concrete slabs until slabs have cured and ore sufficiently dry to 1.9 PREPARATION resilient product manufacturefor applications indicated. bond with adhesive and concrete slabs have pH range recommended by carpet tile manufacturer. A Remove coatings,including curing compounds and other substances that contain soap wax,oil, C. Adhesive: water-resistant type recommended by manufacturer to suit resilient products and D. Where demountable partitions or other items are inA anted for installation on top of carpet tile, and silicone,that am incompatible with tile-seting materials. substrate conditions indicted. install carpet tile before installing these items. B. Fill cracks,holes,and depressions with troweloble leveling and patching compound according to D. Stair-tread-nos filler: two-part epoxycompound recommended 1.4 WARRANTY tile-settingmaterial manufacturer's writers instructions. P Po by resilient tread manufacturer to fill nosing substrates that do not conform to tread contours. A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to replace carpet C. Remove piles Eons,bumps,and ridge by sanding or grinding. 1.2 EXEs tile that does not comply with requirements or that foils within 10 years from dote of Substantial A�0 s D. Preblend tiles from at least 3 different cartons prior to installation. 27 A Prepare substrata accordingto manufacturer's written recommendations. Completion. B. Prepare concrete substrates for stair accessories according to ASTM F 710. 1. Warranty does not include deterioration or failure of carpet tile from unusual traffic,failure of C. Verify that substrata ore dry and free of curing compounds,sealers,and hardeners. substrate,vandalism,or abuse. Failures include,but em not limited to,more than 10 percent loss of face fiber,edge raveling,snags,runs,and delamination. ©2007 Gensler City of Renton SECTION 10 28 00-TOILET,BATH,AND LAUNDRY ACCESSORIES SECTION 17 87 43-INTERIOR LANDSCAPING ACCESSORIES 1.1 SUMMARY 1.1 SUMMARY Activity B U I I d i ng A This Section includes the following: 1. Washroom accessories. A. This Section includes natural stone pebbles(mineral mulch). 2. Underlavatory guards. 1.2 DEFINITIONS 1.2 WASHROOM ACCESSORIES A Refer to ALCA's'Guide to Interior Landscape Specifications'for definitions of terms used'm this City of Renton A Products: Subject to compliance with requirements,provide products indicated in Drawings. Section. 1.3 UNDERLAVATORY GUARDS 1.3 SUBMITTALS Renton, Washington A Available Manufacturers: Subject to compliance with requirements,manufacturers offering products A Samples:For mulch;not less than 10 lb.(4.5 kg)of each type indicated. that may be incorporated into the Work include,but are not limited to,the following: 1.4 MULCH 1. Plumberee Specialty Products,Inc. A. Mineral Mulch: Hard,durable stone,washed free of loam,sand,clay,and other foreign 2. TCI Products. substances,of the following type,size range,and colon 3. Truebro,Inc. 1. Type: Rounded riverbed gravel or smooth-faced stone. B. Underlavatory Guard: 2. Sizes and Colors:As indicated by supplier's designations in Drawings. 1. Description: Insulating pipe covering for supply and drain piping assemblies,that prevent 1.5 INSTALLATION OF MULCH direct contact with and bums from piping,and allow service access without removing A. Place mineral mulch within bed as shown in Drawings.Fill bed to top of edging. coverings. 8. Fine grade the mineral mulch to eliminate high and low areas. 2. Material and Finish: Antimicrobial,molded-plastic,white. 1.4 FABRICATION A. Keys: Provide universal keys for internal access to accessories for servicing and resupplying. 1524 Fifth Avenue Provide minimum of six keys to Owner's representative. Suite 300 1.5 INSTALLATION A Install accessories according to manufacturers'written instructions,using fasteners appropriate to SeattleleWA 4 210 substrate indicated and recommended by unit manufacturer. Install units level,plumb,and firmly Gensler Telephone 206.654.2100 Facsimile 206.654.2121 anchored in locations and at heights indicated. SECTION 10520-FIRE-PROTECTION SPECIALTIES 1.1 SUMMARY A. This Section includes portable fire extinguishers and fire-protection cabinets. B. See Division 9 Section"Pointing'for field-painting fire-protection cabinets. 1.2 QUALITY ASSURANCE A NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10,'Standard for Portable Fire Extinguishers.' B. Fire Extinguishers: Listed and labeled for type,rating,and classification by an independent testing agency acceptable to authorities having jurisdiction. 1.3 COORDINATION A. Coordinate size of fire-protection cabinets to ensure that type and capacity of fire extinguishers indicated are accommodated. 1.4 MATERIALS lacus Date&Issue Description By Check A. Cold-Rolled Steel Sheet: ASTM A 366/A 366M carbon steel,commercial quality,stretcher leveled, - 01 06125/07 __KMS HS temper rolled. CLIENT REVIEW 1.5 PORTABLE FIRE[xI1NGUISHERS 02 08/21107 AS HS A Manufacturers: Subject to compliance with requirements,provide products by one of the -- ----- --- following: CLIENT REVIEW 1. J.L Industries,Inc. 2. Larsen's Manufacturing Company. 03 12/07/07 CZW HS 3. Potter-Roemer;Div.of Smith Industries,Inc. ISSUE FOR BID B. General: Provide fire extinguishers for each cabinet and other locations indicated. C. Multipurpose Dry-Chemical Type: UL-rated 4-A:60-B:C,10-lb(4.5-kg)nominal capacity,in _--- _ enameled-steel container. 1.6 F1RE-PROTECTION CABINETS A. Manufacturers: Subject to compliance with requirements,provide products by one of the following: 1. J.L.Industries,Inc. 2. Larsen's Manufacturing Company. 3. Potter-Roemer;Div.of Smith Industries,Inc. B. Fire Protection Cabinet: 1. Cabinet Construction: Provide manufacturer's standard box(tub),with trim,frame,door,and hardware to suit cabinet type,trim style,and door style indicated. Weld joints and grind smooth. Miter and weld perimeter door frames. a. Cabinet Metal: Enameled-steel sheet. 2. Cabinet Type: Suitable for fire extinguisher. 3. Cabinet Mounting: Surface-mounted. ---- - - ----- --- - 4. Cabinet Trim Style: Fabricate cabinet trim in one piece with corners mitered,welded,and ground smooth. 5. Cabinet Trim Material: Manufacturer's standard steel sheet,factory primed for field painted finish. 6. Door Material: Manufacturer's standard steel sheet,factory primed for field painted finish. 7. Door Style: Flush,opaque,no gloss. 8. Door Construction: Fabricate doors according to manufacturer's standards,of materials indicated,and coordinated with cabinet types and trim styles selected. a. Provide minimum 1/2-inch-(13-mm-)thick door frames,fabricated with tubular stiles and rails,and hollow-metal design. b. Provide inside latch. 9. Door Hardware: Provide manufacturer's standard door-operating hardware of proper type for I SeaUSIgesturs cabinet type,trim style,and door material and style indicated. Provide either lever handle with cam-action latch,or exposed or concealed door pull and friction latch. Provide concealed or continuous-type hinge permitting door to open 180 degrees. 10.Identification: Provide lettering to comply with authorities having jurisdiction for letter style, color,size,spacing,and location. Locate as directed by Architect. a. Identify fire extinguisher in cabinet with the words-FIRE EXTINGUISHER'applied to door. 1) Application Process: Vinyl letters. 2) Lettering Color: Block. 3) Orientation: Vertical. 1.7 FINISHES A Steel Cabinet and Door Finishes: 1. Provide manufacturer's standard baked-enamel paint for interior of cabinets and doors 2. Finish for exterior of doom and frames:Primed for field finish. Protect Name B. Surface Preparation: Clean surfaces of dirt,oil,grease,mill scale,rust,and other contaminants that could impair point bond using manufacturer's standard methods. City of Renton-Phase II Activity Buildings I ADA Upgrades C. Steel,Factory Priming for Field-Painted Finish: Apply manufacturer's or fabricator's standard, fort-curing,lead-and chromate-free,universal primer shop primer immediately after surface preparation and pretreatment. Project Number D. Steel Baked-Enamel Finish: Immediately after cleaning and pretreating,apply manufacturer's standard two-coat,baked-enamel finish consisting of prime coat and thermosetting topcoat. 32.7137.000 Minimum dry film thickness of 2 mils(0.05 mm). I CAD PIIe Name 1. Color and Gloss: As selected from manufacturer's standard. 1.8 INSTALLATION A00-28 A. Examine fire extinguishers for proper charging and tagging. Remove and replace damaged, I DeecrpIlon defective,or undercharged units. B. Install in locations and at mounting heights indicated or,if not indicated,at heights acceptable SHEET SPEC CONT. to authorities having jurisdiction. 1. Prepare recesses for cabinets as required by type and size of cabinet and trim style. 2. Fasten mounting brackets to structure and cabinets,square and plumb. 3. Fasten cabinets to structure,square and plumb. I Seale C. Adjust cabinet doors that do not swing or operate freely. D. Refinish or replace cabinets and doors damaged during installation. A00.28 012007 Gensler 4'-0" INSULATE HOT WATER of Renton PIPES AND DRAIN TO �� 3'-0"MIN. 3'-0"MIN. 3'-0"MIN. / / PREVENT CONTACT Mil 11.1 LINE OF REQUIRED / 1'-6' -6"MIN / CLEARANCE ,i,-,--,_ .2 3 ii.... �g a MIRROR :J" oMEI Activity Building ' �'� DLIII Cityof Renton • ��.-- ' �LII,',' ,,I 4 0 d Renton, Washington Q IN\ \‘ I: z " NOTE:X=1'•0"IF DOOR HAS BOTH ?4 \\ C-� ACLOSERANDALATCH } \ KNEE CLEARANCE 8"MIN AX TOE CLEARANCE --) MI 1'-5"MIN.DEPTH - —` 4'-0"MIN. \ 1'-5"MIN. i, 1524 Fifth Avenue "' raiiaoi,- iairiaaiooiairrar} Suite Seattle 300 101 5'-0"MIN. CLEARnil - NOTE:X=3'-0"MINIFY=5'-0"; Tele hone 2 6 6548211 00 4'-0"MIN. FLOOR Telephone SPACEI X=3'6"MIN.IFY=4'-6". Gensler Facsimile 206.654.2121 4'-0" 4'-6"MIN. °I 3'-0"MIN. 1 1/4"TO 1 112" 1 1/2" N 110 ,f. P-6 } 3'-0"MIN. 1'-7"M' \ \ 2-0" 1'-0" IN. 1'-0"MI P-0" 3'-6"MIN. -- 4'-0"MIN. TOILET PAPER MIN.aivi o __- v111110 " NOTE:Y=4'-0"MIN.;Y=4-6 MIN SINK OR VANITY i 7 :: i IFDOORHASACLOSER� 4-0" x itM o z u SCALE: 11r..1.-o" o m — `' GRAB BAR N �. A The Dets&The Description By Check M \ irai loop -_ 0.1 06125107 CLIENT REVIEW_-_ KMS HS o EQUIPMENT PERMITTED IN ?‹. \ ` 02 _OSI21107 AS HS SHADED AREA _ NOTE: IF MIN.; S. CLIENT REVIEW Y=4'-0"MIN.IF DOOR �---- HAS A CLOSER 03 12/07/07 - CZW HS ISSUE ISSUE FOR BID SINGLE USER TOILET SCALE: 1/2"=1'-0' 1 O /1'-5"TO 1'-7" /,� 4 (i ��i� z ��v* ,-F\- �' NOTE:Y 3'-6"MIN.; ' al en Y=4'•0"MIN.IF DOOR '� / V A A HAS A CLOSER - KNEE CLEARANCE 8"MIN. // I1IAXTOE CLEARANCE // 4 10"MAX. 2'•6" A \ 4'-0"MIN. 0 / 4'•0"MIN. / / a 1'-5"TO 1'-7" CLEAR / 2'-8"MIN. 2 FLOOR A = 0 SPACE z_ \ w O 4'-0"MIN. (1 V I— — I -- Seel/Signature V L' 2'-0"MAX. �" m ? / X - 3-0"MIN. �- 4 u.0 0 DRINKING FOUNTAIN 8 REACHRANGES5 CLEALE:ARANCES 2 SCALE: 1/2"=1'-0' Project Name X :I:1:R::n-Phase II Activity Buildings/ADA Upgrades 1'-0" N CL RWIDTH ANYA OUNTCv / Y /� � ❑ , 2 ;., � © Lobby 42.„.."MAX. IaMr �� O \ GADFlle Name m A00-40 ? l� I � Oca CC iii cs IDescription ,Ill ; TYPICAL INFORMATION �A � l N\IaV,� Saa XIS THE 1'-0"MINIMUM HANDRAIL EXTENTION / / /, \ REQUIRED AT EACH TOP RISER -\--I Y IS THE MINIMUM HANDRAIL EXTENTION OF V-0"PLUS a - THE WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH A00.40 BOTTOM RISER. • 12 HANDRAIL EXTENSIONS 9 PROTRUDING OBJECTS 6 THRESHOLDS 3 SCALE: 1/2"=1'-0'a $GALE: 1/4" SCALE: FULL ®3007 Gensler KEY NOTES 0 ELECTRICAL PANEL AND THERMOSTAT TO City of Renton O BE RELOCATED Activity Building 2 REMOVE EXISTING RESTROOM PARTITIONS 0 REMOVE EXISTING PLUMBING FIXTURES City of Renton ®REMOVE EXISTING DOOR AND FRAME Renton,Washington C)EXISTING STORAGE ROOM TO REMAIN ©REMOVE EXISTING MILLWORK 0 DEMO FINISH AND LEAVE FRAMING. PREP TO FUR OUT NEW WALL II 1' D ■ ■ — _ -- -_-0 _ - - - - 2 O REMOVE PORTION OF EXISTING EXTERIOR O -7,=,,,,,,, —= 5 E — dH —= WALL TO RECEIVE NEW HOLLOW METAL 1524 Fifth Avenue E Q E='•= E DOORS AND FRAMES. SEE SHEET A02.01 Suite 300 O Seattle WA 98101 \ 41) g REMOVE AND COORDINATE RECYCLING OF Telephone 206.654.2100 k.kh \ . m EXISTING CARPET WITH NEW CARPET Gensler Facsimile 206.654.2121 SUPPLIER. 1111 ( 10 REMOVE EXISTING PLASTIC LAMINATE _ PANELS ON EXISTING WALLS. PREPARE E E WALLS TO RECEIVE NEW FINISHES. III ilk 11 EXISTING FLOOR REGISTERS TO BE REMOVED. E ® III C.C. TO PROVIDE NEW GRILLEWORK ON FACE OF i ® I I NEW MILLWORK AND CONNECT TO EXISTING Q = CO HVAC SYSTEM, / 1 EXISTING FLOOR REGISTERS TO BE REMOVED. PE ` / \ ©C.C. TO PROVIDE NEW GRILLE TO BE BRUSHED I A Issue Date&Issue Description 9y Check i 0 Si O ALUMINUM. 01 06125/07 KMS 0 0 If CLIENT REVIEW HS_ Q 13 EXISTING HOSE BIB TO BE REMOVED AND 02 08121/07 AS HS RELOCATED TO CLEAR NEW EXTERIOR DOOR. CLIENT REVIEW -� 7 � � 14 EXISTING DOOR TO REMAIN. 03 12107/07. CZW HS ISSUE FOR BID I r 15 EXISTING DOOR FRAMES AND WINDOW FRAMES TO - N— I REMAIN, PREP TO RECEIVE NEW FINISH. U I I r__� 7� O I C� J�_le 1 \© 0 I I Ot® N., \'n © ® ' tl III `� O \ ,\ , p I I - © ,iII I � 1 er .aIr I I hE _ -.C1.. 1 I L J 1 le: `\ 1 il= I s�_� J I----I I J JJ r,_,tJ_—� I F -- \A 6� F 1 O \ B S �`\1\ `..- 1 J 12 12 — © I __Z�_]F f^�I 12 ---� I Ic—= 2C c—� � " I I 7 __ SHEET NOTES Seal/Signature I .C , , i y O �`�y7 ti ] ■ I ``� 4 �\ / �- - ] 1. REMOVE EXISTING ELECTRICAL NOT IN USE. y Q y 1 COORDINATE W/ELECTRICAL CONTRACTOR. lip 14 14 2. REMOVE EXISTING FLOOR FINISHES TO STRUCTURE. 14 PREP TO RECEIVE NEW FINISHES. 3. REMOVE EXISTING LIGHT FIXTURES AT RESTROOMS AND KITCHEN. Project Nam. 4. CLEAN ALL INTERIOR AND EXTERIOR SURFACES TO City of Renton-Phase II Activity Buildings/ADA Upgrades RECEIVE NEW FINISHES. 5. CAP PLUMBING BELOW SLAB, IN ACCORDANCE W/ IPropel Numb.r B PHILLIP ARNOLD PARK, DEMOLITION PLAN A KENNYDALE PARK, DEMOLITION PLAN 1 APPLICABLE PLUMBING CODES&PREP TO RECEIVE 32.7137.000 SCALE: 1/4"=1''0" SCALE: 1/4"=1'-0" CONCRETE FLOOR PATCH. I CAD FII.Nam. 6. CAP EXISTING DUCTWORK UNDER A01-01 FLOOR SLAB, RE–ROUTE FOR NEW DESIGN. I Descriptio" COORDINATE W/NEW EQPT. AND FIXTURE LOCATIONS. DEMOLITION PLAN FIRST FLOOR 7. EXISTING WATER SERVICE TO BE RE–ROUTED TO ACCOMMODATE NEW FIXTURE LAYOUT; ISeal. GC TO LOCATE & CONNECT TO EXISTING DRAIN & SUPPLY LINE. 0 2' 4' 8' 16' B. GC TO REMOVE EXISTING EXIT SIGNS&REPLACE WTH NEW A01 .01 ©2007 Gensler KEY NOTES City of Renton O RELOCATED ELECTRICAL PANEL AND THERMOSTAT, FINAL LOCATION TBD BY OWNER.G.C.TO COORDINATE WITH OWNER. Activity Building O NEW DOOR TO MATCH EXISTING.SEE SCHEDULE FOR DOOR TYPE AND HARDWARE ON SHEET A00.11 City of Renton O DOOR OPENINGS TO BE INFILLED(KEYED)TO MATCH Renton, Washington EXISTING SO AS TO SHOW NO VISIBLE SIGNS OF CONSTRUCTION.SEE 1/A9.01 O RETROFIT 5"FLOOR DRAIN TO MATCH,ZURN 5'•0" 5'-0" 6-0" ZS415S-SQ6-VP.COORDINATE WITH EXISTING PLUMBING. 5O FINISHES ARE EXISTING TO REMAIN (E)STORAGE Qp+40" 0+40" +40" q ---: �+40 yT- 1:1) -a ©ACCESS PANEL FOR FLUSH VALVE AT PUSH BUTTON. 1524 Fifth Avenue Suite 300 104 .0/..,,,,� +6p 98101 / 0 REFRIGERATOR PROVIDED BY OWNER.G.C.TO VERIFY Seattle WA 4.210 zj� 7 Telephone 206.654.2100 13 C U CLEARANCE WI DOOR. Gensler Facsimile 206.654.2127 0 NEW ELECTRICAL OUTLET.CENTER ON WALL BETWEEN N1 5 OPENINGS 0 P-LAM MILLWORK TO BE PROVIDED AND INSTALLED BY X , - G.C..G.C.TO COORDINATE ELECTRICAL WITHIN 2" n E c `. 10 SPACE BETWEEN WALL AND BACK OF CABINET.CUT OUT ELECTRICAL AS NEEDED.COORDINATE W/ARCHITECT. �E �—j ® I I OFFICE O 103 I ® _ 10 SEE DETAIL 41 Al2.03 FOR FLOORING TRANSITION. 4 1 QUARTER TURN CARPET TILE PER MANUFACTURERS 5'-0112" 13 a - /- DIRECTIONS I A issue Date& Detrition By Check -- P Ot 0625/07 _ KMS HS ___ �— 17 2 WATER HEATER LOCATION.WATER HEATER TO BE CLIENT REVIEW © _ MOUNTED ON EXT.WALL,VENTED TO OUTSIDE PER - - - - \ (E)MEETING ROOM 02,. 08/21/07 AS HS - -, MANUFACTURERS'SPECIFICATIONS. }?'\ rn�, I 100 I CLIENT REVIEW 3 ALL INTERIOR DOORS AND FRAMES TO BE PAINTED P-3 03 12/07/07 CZW HS 11? ®0 / ® ON BOTH SIDES. ISSUE FOR BID f® 0 SEE 11Al2.03 FOR FLOORING TRANSITION DETAIL. _- WOMEN'S -- m 15 PHILLIP ARNOLD WALLS TO BE REPAINTED P-1. 102 / A ® KENNYDALE EXISTING BRICK WALLS TO REMAIN AS —- — -- LJ EXISTING. 6 (") j C p --ACIO Al2.03 Q \- 16 ®' i® 16 NEW DOOR THRESHOLD,REFER TO DETAIL 71 Al2.03. © �\ \ - '1-' A \ ® . 13 '1' E- '� 17 NEW EXTERIOR HOSE BIB LOCATION.G.C.TO VERIFY — — — A/9.01 ,,..• N------ T \ LOCATION WITH OWNER. o e 2A a\\:,,,,,_ © ® T I 18 NEW DOOR THRESHOLD. 6 IF A11.01 REFER TO 9/Al2.03 MEN'S Al2.03 ®13 14 1' — T 101 I 4 d \ �® - c> I 1 <- T X --- t 1/-(2j) 411i51 , licl&I C7,,,,__, -.‘,0 EXTERIOR CETE - u_ s 'tslsnetun FLATWORKBOYNOTHERS 6 �i m\ SHEET NOTES I L' `J 1 I ILI I _ I I� ZJ — 1. REFER TO SHEET Al2.02 FOR PARTITION DETAILS. f 5'-0112" 3'-1" 2. FOR ADDITIONAL GENERAL NOTES AND LEGENDS, 16 16 REFERENCE A00.00 THROUGH A00.40. +6" A09./1 3. ALL PARTITIONS SHALL BE PAINTED P-1 AND RECEIVE BASE,B-1 UNLESS NOTED OTHERWISE. +6" 4.CONTRACTOR TO PROVIDE BLOCKING FOR ALL I Project Name EQUIPMENT/ACCESSORIES MOUNTED ON WALL. City of Renton-Phase II Activity Buildings I ADA Upgrades 5. REFER TO Al2.03 FOR FLOORING TRANSITION DETAILS. 6. PLUMBING PIPE&FITTINGS IN RESTROOMS TO BE ABS OR APPROVED EQUAL I Project Number 7.INTERIOR AND EXTERIOR PAINT TO BE INCLUDED IN G.C.'S 32.7137.000 SCOPE I CAD File Nem 6,ALL METAL WALL AND FLOOR GRILLES TO BE NEW.G.C.TO A02-01 PROVIDE,INSTALL,AND PAINT TO MATCH ADJACENT FINISH, I DeecrIPOoh VERIFY WITH ARCHITECT. CONSTRUCTION PLAN 9.NEW EXTERIOR DOORS TO BE PAINTED BOTH SIDES.SEE FIRST FLOOR A09.01. 10.SEE 1A,1B,1C,&2A/SHEET A11.01 FOR OWNER PROVIDED I Scala ACCESSORIES.U.N.O..GC TO PROVIDE BLOCKING IN WALL FOR ALL ITEMS&INSTALL ACCESSORIES. 11.SEE SHEET FOR FINISH SCHEDULE. 0 2' 4' 8' 16' A02.01 62007 Gensler. KEY NOTES ONEWRECESSLDGH4EETINGSEDLIGHTI STRIIP city of Renton 02 UNDERCOUNTER FLOURESCENT STRIP Activity Building FIXTURE BY G.C..G.C.TO PROVIDE AND INSTALL ELECTRICAL ROUGH IN AND MAKE FINAL CONNECTION. City of Renton 03 GC TO PROVIDE&INSTALL NEW LED Renton,Washington PENDANT/WALL MOUNTED EXIT SIGN TO MATCH EXISTING REQUIREMENT, 0 EXISTING LIGHTS TO REMAIN IN MEETING ROOM 100. SEE SHEET NOTE#5,SAME PAGE 1524 Fifth Avenue �, ----.... _--- -- -- Suite 300 ---�----- _--- _ -� Seattle WA 98101 (E)STORAGE r.._.-4---+--- --0.+--.+ .—"'l•.-_..-1-.. a+ - Genti'ei Telephone 206.654.2100 104 © Facsimile 206.654.2121 LIGHTING SCHEDULE (E)OFFICE 103 I ' ILA LIGHTING: FSE100 SERIES 1X4, A Issue Date&Issue Description By Check FSE110-2-4R-ESB-TP CONTACT: REEVES&ASSOC., -- 01 06/25/07 - -- KMS_- HS 425.822.2520 CLIENT REVIEW 02 08121/07 AS HS PEGASUS: WHITE XENON LINE VOLTAGE CLIENT REVIEW (E)MEETING ROOM UNDER CABINET HARD WIRE TASK LIGHTS 03 12/07/07 -__ CZW HS 100 ITEM #PLXC-3H-WH ISSUE FOR BID EQ 5'-9" EQ CONTACT: PEGASUS ASSOCIATES o LIGHTING — — — `r w WOMEN'S EF EXHAUST FAN 1-701 FF EXISTING FLOURESCENT LIGHT FIXTURE - o - EXIS71NG SURFACE MOUNTED FIXTURE 0 EXISTING WALL MOUNTED EXIT SIGN 7 P NEW PENDANT EXIT SIGN 0 v MEN'S 101 CF I • SHEET NOTES Seel/Signature EO , 5'-9" i EQ 1. NEW DRYWALL CEILING FINISH TO BE P-1. I. 1 I I ( — 2.RESTROOM FLOURESCENT FIXTURES TO HAVE L - MOTION SENSOR/T1MER CONTROLS. 3.PENDANT/CEILING/WALL EXIT SIGNS TO BE NEW LED. G.C. TO INSTALL. EXIT LED: LITHONIA, LED LAMPS IProject Name CATALOG NUMBER: LES-1G-120/277-VR City of Renton-Phase II Activity Buildings/ADA Upgrades CONTACT: 800.334.8694 4.G.C. TO PROVIDE AND INSTALL PEGASUS LIGHTING IProject Number UNDER MILLWORK UPPER CABINETS. G.C. TO 32.7137.000 PROVIDE ELECTRICAL CONNECTIONS&CIRCUIT TO IGAD FIIe Name ONE ADJACENT SWITCH IN CABINET. A04-01 5.NEW LIGHT SWITCHES ©ENTRY TO BE CIRCUITED Deecrlption TO ACCOMODATE 1/2 OF EXISTING LIGHTS EACH IN REFLECTED CEILING PLAN MEETING ROOM 100 FIRST FLOOR 6.NEW CEILING HEIGHT TO MATCH EXISTING. ISeale 0 2' 4' 8' 16' A04.01 ®2007 Gensler II IIMM KEY NOTES City of Renton NEW DOOR AND FRAMES TO BE PAINTED P-3 Activity Building 2 INFILL TO BE KEYSTONE. PATCH AND REPAIR TO SHOW NO SIGN OF CONSTRUCTION. City of Renton Renton, Washington ^ _.. .. ! LOCATION OF PAINTED 1 — .L"1� / TO EALL METAL FRAMES, DOORS, AND PANELS TO BE P-3 GRAPHIC ADDRESS 1` .. r —i.{t l 1 t _ ,.;/'/ ria:-- /_ 1524 Fifth Avenue _.-1TL�.I. _ \ / _ / — Suite 300 1 1 t T -- S II 1r.I \ \ / — / Seattle WA 98101 1 1 1 i r ' 1 / _ / Telephone 206.654.2100 _ I -1- (. _ti_ \\,/ _ ,/ Gensler Facsimile 206.854.2121 O EXISTING TO REMAIN 7 7– EXTERIOR WALL @ ENTRANCE 1 LIIssue Date&Issue De.etlpaen By Cheek 01 06/25/07 KMS HS CLIENT REVIEW 02 08/21/07 AS HS CLIENT REVIEW 03 12/07/07 CZW HS ISSUE FOR BID I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � M INI I � _- � _ �:1 - -_-__ _ - \ - \0. _ i0:v _ v�1 =1•1 � I 1 1 1 1 ri0. �� IIIII / // �/ 1111111111111.11111111111 / IIIIMIIM1 I�� I / j 1 1 1 1 1 1 1 1 1 1 1 1 0 EXTERIOR WALL AT RESTROOM ENTRANCE 2 SHEET NOTES ISea1,91ynature 1. EXTERIOR PAINT BY G.C. 2. BUILDING EXTERIOR TO BE P-2 U.N.O. 3. INTERIOR PAINT PROVIDED BY GC. 4. RAMP TO OCCUR WHERE REQUIRED. SIDEWALK OTHERWISE. 5. GRAPHIC ADDRESS TO BE PAINTED BY Iprolect Name OTHERS. G.C. TO COORDINATE WTH OWNER. City of Renton-Phase II Activity Buildings/ADA Upgrades IProject Number 32.7137.000 ICAD Fib Nam. A09-01 D..erlp5on EXTERIOR ELEVATIONS I Scale 0 6" 1' 2' 4' A09.01 0)2007 Gensler KEY NOTES r 0 UNDERCOUNTER LIGHTING PROVIDED BY OWNER. City of Renton 0 MIRROR (MR) Activity Building P 3 �s 4s D P 3 �' ( SOAP DISPENSER PROVIDED BY / , �' OWNER. City of Renton \ saxa s # . .1- r , O Renton, Washington � � _�.� ' s ',� \ � � 4 42" GRAB BAR (GB-1) s .cMI 11 s O 36" GRAB BAR (GB-2) 112111 MU \\- Ta i +a aIERVI l t. Z is ,., '`. ttftrt.}`lt7T7 411--t Me z in \\ S� a I w m Imo- .} X O ® LAr x © 18" GRAB BAR �aaesaa e'. b a 1 \\ o P I' 17 Q o O7 G.C. TO PROVIDE BOBRICK B-2888 CLASSIC p s rill 0= \ © i• �© 'tEIBRIONBITEM a row _ 1 © / m 1_5 SERIES TOILET PAPER DISPENSER a / aa'—'�°a- ti } :c — SANITARY NAPKIN DISPOSAL PROVIDED BY OWNER 4 / l;:wa a z / 1524 Fifth Avenue _ / lrii II 9 Seatn1e00 WA 98101 aII s // oAEM s hh i•• \ ,, o 'o� %E.,..,„ / �`' o, I o n O PAPER TOWEL DISPENSER PROVIDED BY OWNER / ' Gensler Telephone 206.6542,00 MO ass . a- N I . _ '> 10 CT 1 CONTINUOUS BEHIND PARTITION WALLS. Facsimile 206.654.2121 - \----}--\ \—\- \ \-- 7" ._.... ..,. mac- \-� - -,- Q 11 HAND DRYER (HD) 3'-0" S-0" 3'-6" f / / / ® Tr f- -- f 12 EXISTING WINDOW TO REMAIN 13 NEW METAL GRILLE TO BE PAINTED TO MATCH C WOMEN'S REST RM-WEST (SIM AT MEN'S) B WOMEN'S REST RM- EAST (SIM AT MEN'S) A WOMEN'S REST RM- NORTH I BASE ADJACENT. SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" -_ SCALE: 3/8" = 1'-0" 14 MILLWORK BASE CABINET TO RECEIVE RUBBER BASE AT TOE-KICK, CONTINUOUS ALONG / 15 EQUAL DOORS ® MILLWORK ELEVATION. -- - --- - -- -- - -- -/- I I.. Date 8lsaue Description By Check -- 01 06/25/07 KMS HS I CLIENT REVIEW MILLWORK I \ ® \ \ : 02 08/2187 AS HS VERTICAL \I \ \ i �s SURFACES ® ii CLIENT REVIEW f 03 12107107 -_- CZW HS \1 __ j�\ ��A\ � \ Epic - -.1.- SSUEFOR BID FULL HT \\ � \ i \\ i \ i \ i \BACKSPLASH, _ _ \ _._ PL-2 v� v7 " -' v' v- u u u-..r • © MEM N w 5'-0" 5-0" O 3'-0" 1'-6" COUNTERTOPOUTLET ) �` p 1� w 0 0 ,L_. - © 0 ::,...u.-"7.1611111::!::!_ll,,,,,r4L;17-1+:::::::,i! © \\ �4 m/ \ — \ / \ / \ 7' \ /" — /\\\ \/ \ — / \ / \isJ / \ / \ ' \ — / \ \�in ' __— ____ ___'�_4 o , MILLWORK �\y/ / \ / / \,/ \v \ / L...._ ❑ int x 'i -it-'4 ( VERTICAL v v i l SURFACES oz ® 13 s t © Pk 1 ^ 14 PL-1 A801 3'-0" TYP i / CLEAR 12 EQ. SPACES 2'-10" 4 EQ. SPACES B KITCHEN @ NORTH WALL (MILLWORK BY OTHERS) A MEN'S REST RM- SOUTH 2 SHEET NOTES Is../Signature SCALE: 3/8" = 1'-0" 1. ALL INTERIOR EXPOSED BRICK IS NOT TO RECEIVE PAINT. IF PREVIOUSLY PAINTED, PREP TO RECEIVE P-1. = EXISTING STRUCTURE TO REMAIN 2. EXTERIOR PAINT BY GC _ _. _ = _ NO PAINT — -IF PAINT -1 3_ -- - -_- _ . I EXPOSED ED P INTERIOR PAINT PROVIDED BY GC 4. GC TO INSTALL ALL GC AND OWNER PROVIDED "_ — - ACCESSORIES AS NOTED. SEE KEYNOTES ON SAME I Project Name R= ' c�'� .. PAGE. GC TO INSTALL TO MEET ADA REQUIREMENTS City ofRenton-PhaseIIActivityBuildings/ADA Upgrades .,-----..!--__-.7-- __ AND PROVIDE ALL NECESSARY BLOCKING. 0 \ 0 \\ CO , 0 5. MILLWORK AT KITCHEN. NORTH WALL TO BE IProtectNuma.. PROVIDED BY G.C.. SEE SHEET NOTE 1 IN Al2.01 6. NEW RESTROOM CEILING HEIGHTS TO MATCH 32.7137.000 \ / \ 1 EXISTING HEIGHT. GC TO VERIFY AND COORDINATE WITH ICAD FITC Name v / / v ARCHITECT. \ / / I I A11-01 \ / / ©1 ' \V Doecription \ / / ;f INTERIOR ELEVATIONS \ Seat / \ \ / 0 2' 4' \_B-1 A11 .01 A WEST WALL @ MEETING ROOM 3 02007 Gensler SCALE: 3/8" = 1'-0" P-LAM BACKSPLASH AS KEY NOTES INDICATED ON ELEVATION SEE SCHEDULE City of Renton ACCESSIBLE SINK INTERIOR OF CABINET FACED P LAM, TOP & EDGE 1'-2" WITH WHITE MELAMINE / HARDWOOD STOP WITH z p-LAM DOOR WITH Activity Building • - l� P-LAM FACE o �� v SCHEDULED PULL. INSTALL LOCK AT z ."_ ,._ EACH DOOR `n ° P-LAM DOOR WITH w X City ofRenton P-LAM ADJUSTABLE SHELF ON PINS �" _ SCHEDULED PULL <� Renton, Washington Zx ° 1 INSULATED PIPING AS § o REQUIRED •BY CODE g cw� • _° o ° wo PROVIDE ADDITIONAL BLOCKING IN cp J INTERIORS OF CABINET FACED 1-o r ° w o PARTITION ANO MOUNT SHELVING o WITH WHITE MELAMINE ¢ u_ UNIT TO STUDS AND BLOCKING 2" 2" F ONLY SCHEDULED BASE, TYP. § �� 1524 Fifth Avenue cc LIGHT FIXTURE TO BE PROVIDED & Suite 300 'e = Q p INSTALLED BY G.C. Seattle WA 98101 ,` Telephone 206.654.2100 v. INTEGRAL PLASTIC • I Gensler Facsimile 206.654.2121 LAMINATE BASE „ FULL HT. BACKSPLASH c • 7....,____ 3„ ../ /2„k BASE CABINET W/ADA ACCESS 4 SECTION 0 OVERHEAD CABINET I SCALE: 1-112”=1'-0" DT MW OB SCALE: 1.1/2"=1'-0 DT MW 01 / REFER TO PLANS(17" MIN) MIRROR 24„ FULL HT. P-LAM BACKSPLASH AS INDICATED ON ELEVATION I 0 Issue Dale aiuueDAWN on By Check I AIM P-LAM TOP & EDGEOt 06/25/07 KMS HS . - OFFSET BASE CABINETS 2" CLIENT REVIEW FROM WALL. 02 _021/07 AS HS -_ END FILL 2" GAP WITH PANEL Ir, II �'1, AT WEST END OF MILLWORK 5CLIENT REVIEW „ , i ' 1- RUN CONDUIT ®CAVITY TO 03 1�07j07 CZW HS ,____J 2 IppOUTLETS ON BACKSPLASH ISSUE FOR BID Wi / IP-LAM DOOR WTH 1 2 SCHEDULED PULL. INSTALL LOCK AT EACH DOOR. ,© SCHEDULED FAUCET / I SCHEDULED LAVATORY I W- P-LAM ADJUSTABLE SHELF COVER PIPING WITH ° o ON PINS INSULATION BOOT ° ° I WOOD SHIM °. ll INTERIOR OF CABINET FACED ° WITH WHITE MELAMINE VENT®TOE-KICK. REFER TO m o B/A11.01 FOR LOCATIONS `"'�----�I. �I P-LAM BASE SCRIBE TO / _ FLOOR FINISHED FLOOR • 3° LAVATORY5 BASE CABINET W/ DOOR SCALE: 1 1/T•=1. "-0DT_00_09 _ SCALE: 1-1/2"=1'-0" DT MW 06 2 SHEET NOTES IB..,Slyn.turo -INVERTA-COLLAR P-LAM BACKSPLASH 1. ALL MILLWORK AT MEETING ROOM 100 TO BE / (SHOWN IN LOW POSITION) ,, AS INDICATED ON ELEV. 24" - PROVIDED & INSTALLED BY G.C.. / 1—FINISHED FLOOR SCHEDULED PARTITION P-LAM TOP AND EDGE f ADJUSTABLE (SEE 6/Al2.01 FOR c - PORCELAIN TILE, TYP. - • - DRAIN HEADS ADDT'L. NOTES I P-LAM DRAWER. INSTALL- VAT - �G J DRAIN ) PORCELAIN TILE LOCK AT EACH DRAWER MEMBRANE STRAINER / / (FINISH FLOOR SLAB BASE 11s C — — — -- - "_ FLASHING �1 �\ THINSET MORTAR (_ IProl.ct Name \ / /,----MEM RPROQFING _ DRAWERSCHEDULED GLIDES DRAWER PUL — — — r' ! City of Renton•Phase II Activity Buildings/ADA Upgrades FLANGE / % / MEMBRANE COVE TILE BASE — � 1�s„•r�rr4 ir_jr .;;AW Nva GROUT _ g ! o 41 1 Project Number 32.7137.000 j 1r ��- UNMODIRED THINSET MORTAR INTERIOR OF CABINET FACED 2” c. ICAD FIbAmmo ��� �� ;� OVER UNCOUPLING WITH WHITE MELAMINE A'2-OC a�� .,, 4G N LATEX P.C. MORTAR VENT®TOE KICK. REFER TO ' I Dsalouon w BELOW UNCOUPLING 0^A_ A_S cc B/A11.01 FOR LOCATIONS 0 C _ — = " CAST IRON - TRAP PRIMER CONTINUOUS UNCOUPLING / DRAIN BODY- a 1 J _, a CONNECTION - WATERPROFFING MEMBRANE i� — �� '�� SCHLUTER DITRA WOOD SHIM Isceis — (WHEN SPECIFIED) .. P-LAM BASE SCRIBE TO •— - H —• - FLOOR �' Inl. 1 /I 41/1/0 I- I FINISHED FLOOR ———- it, 0 3" 6" 1' - if 3"/ Al2.01 FLOOR DRAIN9 PORCELAIN TILE BASE 6 BASE CABINET W/ DRAWERS 3 (£,2007 Gensler SCALE: NOT TO SCALE DT_FL_DR SCALE: 6"=1'-0" DT_BS01_6 SCALE: 1.1/2"=1'-0" DT MW 02 ���,; \ City of Renton � -� 1' �� ��� ��� Activity Building �UNDERSiDE OF � STRUCTURECity of Renton g BLOCKING UNDERSIDE OF Renton,Washington 2'-0 -/ STRUCTURE BLOCKING 10 4, 2'-0" 4, 2'-0 ♦� MTL STUD TRACK ._� SCHEDULED CEILING 0 All♦f iv- METAL STUD TRACK �` (SECURE TO STRUCTURE) ....' '- ~�—SCHEDULED CEILING 1524 Fifth Avenue Suite 300 METAL STUD Seattle WA 98101 —• soGensler Telephone 206.654.2100 INSULATION RESTROOM <,. Facsimile 206.654.2121 INSULATION SIDE ONLY . TYPE Al ONLY —NEW GYPSUM BOARD `'►T 111 I GYPSUM BOARD EXISTING GYPSUM & FRAMING THIS SIDE . METAL STUD TRACK MTL STUD TRACK �' —CONT ACOUS SEALANT . CONT ACOUS SEALANT .421. � TOP OF STRUCTURAL SLAB • TOP OF STRUCTURAL SLAB I0 lone Dat.&Issue Description By Check -- 01 06/25/07 KMS HS _ I STUD GYPSUM WALL FIRE U.L. S.T.C. STUD GYPSUM WALL FIRE U.L. S.T.C. CLIENT REVIEW NUMBER SIZE GAUGE SPACING BOARD THICKNESS INSUL. RATING NUMBER RATING NUMBER SIZE GAUGE SPACING BOARD THICKNESS INSUL. RATING NUMBER RATING 02 08/21/07 AS HS C 3 5/8"',20GA 16" 0.C. 5/8" 1'-7 1/2" YES A 3 5/8" 20GA 16" 0.C.', 5/8" I 4 7/8" YES - - - CLIENT REVIEW PARTITION TYPE C 4 PARTITION TYPE A 103 ISSUE CZW HS SSUE FOR BID SCALE: 3"=1'-0" DT WA C • SCALE: 3"=1'-0" DT WA A u. T-1/2" 7' r.i0:0%••••.- _,,,..x., I., , . pl 010°".. °, 44114/4 pill 101.. I Seal/Signature CO UNDERSIDE OF STRUCTURE 0 BLOCKING \ �✓ 'ti7;`r UNDERSIDE OF X METAL STUD TRACK �/ y °y, STRUCTURE (SECURE TO STRUCTURE) re. ::: y,�tiI Project Nem. BLOCKING yy MTL STUD RACK i� +a City of Renton-Phase II Activity Buildings I ADA Upgrades SCHEDULED CEILING yr ��',` MTL STUD til INSULATION def"�e'1 I Project Number 32.7137.000 Ffrli GYPSUM BOARD 11117 NSULATION RESTROOM ICAD File Nem. I SIDE ONLY Al2_02 I'' METAL STUD TRACK °' D°°"Hpti. p ;1:4, MTL STUD TRACK _ PA=.-1-ON i .. CONT ACOUS SEALANT . 3/8" GROUT 11.0.141C1 /y. TOP OF STRUCTURAL aui. TOP OF STRUCTURAL SLAB --SLAB NUMBER STUD GAUGE SPACING GYPSUM WALL INSUL. FIRE U L. S.T.C. NUMBER STUD GAUGE SPACING GYPSUM WALL INSUL. FIRE U.L. S.T.C. Al2.�2 SIZE BOARD THICKNESS RATING NUMBER RATING SIZE BOARD THICKNESS RATING NUMBER RATING D 3 518" 20GA 16"O.C. 5/8" 4 718" YES - - - B 3 5/8" 20GA 16" O.C. 5/8" '1'-7 1(2" YES - - - PARTITION TYPE A PARTITION TYPE B 3 ©saw Gensler SCALE: 3"=1'-0" DT_WA_D SCALE: 3"=1'-0" DT WA B KEY NOTES City of Renton EXTERIOR CONCRETE WALK. CARPET F BUILD UP TO MEET FINISH / I FLOOR LEVEL AND SLOPE TO Activity Building T 1 DRAIN. MARMOLEUM y WEATHER SEALANT I METAL EDGE STRIP City of Renton LVLG AND PATCHING COMPOUND Renton, Washington SCHEDULED DOOR. RANSITION STRIP GROUT g �t ALUMINUM, ADA PORCELAIN TLE COMPLIANT, THRESHOLD UNMODIFIED THINSET ( I CARPET TILE OVER UNCOUPLING .„ "_ WITH BLACK VINYL INSET ss 1 BUMPER STRIP. LATEX P.C. MORTAR ` ( �� BELOW UNCOUPLING ' FINISH FLOOR, REFER TO - �I' 11101 �- CONTINUOUS UNCOUPLING L ' ,g FLOOR PLAN. % WATERPROOFING MEMBRANE— �,� "� �_ sa�iiM �j�� Ei, SCHLUTER DITRA 1524 Fifth Avenue .. ,'.. 7 .. .,,. � y�:- max* +_'" Suite 300 . °- - �� Seattle WA 98101 i Gensler Tata hone 206.654.2100 Facsimile 206.654.2121 q TRANSITION STRIP TRANSITION STRIP &DOOR q. FLOOR TRANSITION7 FLOOR TRANSITION 4 FLOOR TRANSITION I SCALE: 6"=1%0" DT_TR01_7 SCALE: 6"=1'-0" DT_BT_000184 SCALE: 6"=1%0" DT_TR01_6 ANaos Date&Issue Description By Check 01 06/25/07 KMS HS CLIENT REVIEW 02 08/21/07 AS HS CLIENT REVIEW 03 12/07/07 CZW HS ISSUE FOR BID EXISTING CLAY TILE FLASHING NEW REINFORCE PRECAST CONCRETE HEADER 60 I SEE STRUCTURAL SHEETS S-101&S-102 ' DOOR HT.6-8" 2"HOLLOW METAL DOOR& FRAME SHEET NOTES I Seal/Sipneturo (EXTERIOR) (;NTERIOR) / CONCRETE NEW CONCRETE WALK WAY IProject Name METAL EDGE STRIP ALUMINUM THRESHOLD City of Renton-Phase II Activity Buildings/ADA Upgrades GROUT PORCELAIN TILE EXISTING CONCRETE SLAB UNMODIFIED THINSET EL.0-0" ‘6, (Project Number .000 OVER UNCOUPLING 1 m c 114t \ CAD Pll32.7137e Name A- LATEX P.C. MORTAR METAL FRAME Al2-03 BELOW UNCOUPLING \- CONTINUOUS UNCOUPLING/ IDemanation I/ WATERPROOFING MEMBRANE PARTITION TYPES ^I .1 SCHLUTER DITRA TYPICAL DETAILS METAL SECURITY DOOR Beale (RESTROOM) (MEETING ROOM) q TRANSITION STRIP 0 1" 2" 4' 8' & DOOR Al2.03 FLOOR TRANSITION 9 WALL SECTION 6 INTERIOR DOOR HEAD (JAMB SIM.) 3 2V 2007 Gensler SCALE: 6"=1'-0" DT_TRO1_6 SCALE: 3/4"=1'-0" DT WS 01 SCALE: 3"=1'-O" DT_DR_HD © 4x4 BRACE (3) LOC. v LOCATE WITHIN 6" OF BOLTS CON INSIDE ABOVE City of Renton �_ _ CEILING x16'-6" LONG Activity Building � , City of Renton (5) VP THREADED ROD A36 GRADE Renton,Washington DRILL AND EPDXY GROUT WITH �IILTI (^ ^) HIT HY-150 ADHESIVE. INSTAL IN \ / \ ACCORDANCE WITH ICBO REPORT ER5 93. / LOCATE AT GROUTED VERTICAL REINFORCED \ CELLS. USE 6" EMBED. DO NOT DAM GE 2\ EXISTING RE ARIII \ \ / \\ ` `,/ \ v 1524 Fifth Avenue EXIST WOOD DECKING Suite 300 Seattle WA 98101 \ Gensler Telephone 206.654.2100 / Facsimile 206.654.2121 AI allEXTERIOR ELEVATION 0 0 (I , j / QCMUWALL REINF. © NEW OPENINGS EXIST GLULAM BEAM' CMU WALL 4x4 WOOD BRACE 0 / LOCATE PER ELEVATION 0 f 4x5x16'-0" i (5) EPDXY BOLTS I A I$ .. Dam&I.su.D..edptlon By Cheek LOCATE AT EXIST -- 01 07/12/07 JEG GEG `1 GROUTED VERTICAL PERMIT SUBMITTAL \ BARS I / EXIST CEILING-/ I ANGLE PER DETAILS A, B, C `-GROUT ONLY SIDES OF DOORS AND SUPPORT ANGLES NOTE: ALL WOOD DOUG-FIR NO 1 NAILS ARE "COMMON" Ssal/616neturo • 46 L6x4x3¢x0'-5" EACH SIDE-V �'i?t ,t 7/l3/�7 W/ (1) 3'4"0 THRU-BOLT 2" Hi�l / `N " //1 t\ -4 nl ,,,„4'r �� EXISTING ':2, (2) A35 EA SIDE USE Ifts_ _/iY-- BLOCK WALL 10' 10dx1N�" NAILS rDxu.YA (1) 3'4"0 THRUM EXISTING 3x DECKING 4x4 BRACE '' ;. / I Project Nuns DXPIRES: 10/11/0* BOLTS 4".4.1/�" / /—BLOCK SOLID W/ �` �% /� City of Renton — Phone q Activity Buildings / ADA Upgrades \' // / 4x MATERIAL 4x8 V/ LOCATE BOLT AT Y � � BRACE CENTERLINE f TYPICALSIDE VIEW I Project Number 4x8 32.7137.000 NN' I S , I CAD Fa.Nam. 34"0x4" LAG BOLT \-4x4 BRACE j j EXISTING I �� S10?.dwg N 34"0x3" LAG BOLT /� 07362_ \ II Description (PRE-DRILL) BLOCK WALL ELEVATIONS ONS AND DETALS \�(6) 16d EACH SIDE . ] /� * EXISTING GLULAM I ��1" PLYWOOD x 12"x18" 4x4 BRACE �I //� IB"" BEAM "L6x4x)¢x0'-5" EACH SIDE %"0 EPDXY ANCHOR W/ 3"0 THRU-BOLT ALIGN SEE ELEVATION ! BOLT WITH CENTERLINE OF 4x4 TOP VIEW S-101 02006 Gensler City of Renton Activity Building City of Renton Renton,Washington —NEW (1) #4 APPROX AT FILL WITH GROUT ' I/ CENTER OF VOID. MIN Y2" THROUGH HOLE _ CLEARANCE TO EXIST BLOCK DRILLED IN BLOCK I NEW STEEL ANGLE ! r-EXIST BLOCK WALL WITH BOLTS - � 'n01 h I. CHAMFER EDGE OFI BLOCK TO FIT ANGLE , 1I �- 1 li I 4 X r Jr 1524 Fifth Avenue ��t II I__ OPTIONAL suite 300 METAL I' h 11 GROUT SOLID Seattle WA 98101 DOOR FRAME SHEET METAL CLOSURE i TO ALLOW GROUTING / Gensler Telephonecsimil206.654.21001 GROUT SOLID Facsimile 206.654.2121 METAL DOOR FRAME ATTACHMENT BY CONTRACTOR 0 lesue Date&Issue Desulptlon By Cheek -- 01 07/12/07 JEG GEG PERMIT SUBMITTAL (—EXTEND BAR 4" INTO WALL ABOVE, Ti'. r-AT)EXIST BOLTS GROUTED CELL USE — NEW L5x5x36 ON ' PROVIDE HOLE IN NEW ANGLE HILTI KWIK BOLT III x 2 " EMBED EXTERIOR FACE AT OPEN CELLS USE A36 J—BOLTS OF WALL A / / 1 \ / �, ��� ,� 1EXIST BLOCK WALL W '([ ' ' REMOVE HORIZ LEG GROUT SOLID Y4 0 / OF ANGLE 53" SLOT WALL FOR 1Y4" / ` / BEARING EACH END IseW&IOnatun / GROUT SOLID UNDER / / IF ANY GAP 713k / . ,, GRDLT SOLID BETWEEN' p, DOOR FRAM AND t&, h. � EXIST�BLOG i 8 NEW DOOR OPENING / Doti APPROX 3' 0"x6'-8"t� I IProjeetName I}WIRES: to/ti/m (SEE ARCH) (1) # �� T� City of Renton — Phase II Activity Buildings / ADA Upgrades //Z—BAR CH IDE / / \ I Project Number / / 32.7137.000 / / \ I CM File Name / ' 07362_S-102.dwg / ' Ill.mption NOTE: SECTIONS AND DETAILS A36 STEEL / / DRILL 3" INTO EXIST GR 60 REBAR a / / CONC AND SET IN \ ', 4000 PSI GROUT IScale // GROUT \, ip S-102 020061Lneler