The URL can be used to link to this page

Home My WebLink AboutPROJECT PLAN SIR TU RE ARCHITECTS INDEX FOR: 2008 STONE REPLACEMENT FOR THE WATERLOO PUBLIC LIBRARY, WATERLOO,IOWA COMMON SECTIONS SEAL TITLE SHEET INDEX NOTICE OF PROPOSED PUBLIC IMPROVEMENTS NOTICE TO CONTRACTORS ADVERTISEMENT FOR BIDS INSTRUCTIONS TO BIDDERS SUPPLEMENTARY INSTRUCTIONS TO BIDDERS FORM OF PROPOSAL-GENERAL CONTRACT GENERAL CONDITIONS SUPPLEMENTARY GENERAL CONDITIONS MBE/WBE CONTACT LIST Page No. DIVISION I-GENERAL REQUIREMENTS 01100-Summary 1/3 01250—Contract Modification Procedures 1/2 01290—Payment Procedures 1/4 01310—Project Management and Coordination 1/7 01320—Construction Progress Documentation 1/4 01330—Submittal Procedures 1/8 01400-Quality Requirements 1/6 01420—References 1/4 01500-Temporary Facilities and Controls 1/4 01600—Product Requirements 1/7 Product Substitution Form 01700—Execution Requirements 1/5 01731 —Cutting and Patching 1/4 01732—Selective Demolition 1/4 01770—Closeout Procedures 1/4 01781 —Project Record Documents 1/3 01782—Operation and Maintenance Data 1/6 GENERAL SECTIONS Page No. DIVISION II-SITE WORK 02230-Site Clearing 1/5 02741 -Hot Mix Asphalt Paving 1/10 02751 -Cement Concrete Pavement 1/11 02764-Pavement Joint Sealants 1/5 02930-Exterior Plants 1/13 DIVISION IV-MASONRY 044200—Exterior Stone Cladding 1/10 DIVISION VII-MOISTURE PROTECT 079200-Joint Sealants 1/6 PROJECT#07043-stone NOTICE PRIME / GENERAL CONTRACTORS, SUBCONTRACTORS AND SUPPLIERS PRIME / GENERAL CONTRACTORS: IF YOU CHOOSE NOT TO BID THIS PROJECT, YOU MUST: • NOTIFY THE ARCHITECT NO LESS THAN 5 DAYS PRIOR TO THE BID LETTING THAT YOU ARE NOT BIDDING. • RETURN THE PLANS IMMEDIATELY OR DEPOSIT CHECKS WILL BE FORFEITED AND MBI CARDS COLLECTED ON. SUBCONTRACTORS AND SUPPLIERS: AFTER THE BID LETTING: • SUCCESSFUL BIDDERS MAY OBTAIN ADDITIONAL COPIES OF THE PLANS AND SPECIFICATIONS FROM THE PRIME / GENERAL CONTRACTOR(S). PRIME / GENERAL CONTRACTORS, SUBCONTRACTORS AND SUPPLIERS: IF YOU ARE NOT AWARDED THE PROJECT: • PLANS MUST BE RETURNED WITHIN 7 DAYS OF THE BID AWARD OR DEPOSIT CHECKS WILL BE CASHED. PROJECT#07043-stone NOTICE TO ALL CONTRACTORS, SUBCONTRACTORS, AND SUPPLIERS FOR 2008 STONE REPLACEMENT FOR THE WATERLOO PUBLIC LIBRARY WATERLOO, IOWA FROM STRUXTURE ARCHITECTS A pre-bid conference has been scheduled for THURSDAY, AUGUST 14, 2008 @ 1:30 P.M. (local time.) At this time contractors will have an opportunity to ask questions of the architect — and engineer. Following this meeting, contractors will have open access to tour the building as needed. PRE-BID CONFERENCE THURSDAY, AUGUST 14, 2008 @ 1:30 P.M. (LOCAL TIME) WATERLOO PUBLIC LIBRARY 415 COMMERCIAL STREET WATERLOO, IA 50703 PROJECT#07043-stone SPECIFICATIONS FOR 2008 STONE REPLACEMENT FOR THE WATERLOO PUBLIC LIBRARY WATERLOO, IOWA I hereby certify that the portion of this technical submission described below was prepared by me or under my supervision and responsible charge. I am a duly registered architect under the laws of the state of Iowa. TIMOTHY K.JONES • 000O�v\Y Kp°ee0000 Signature ..-•. qqc'•.U� a Pages or sheets covered by this seal:Al and A2 o ` -A• -• • " o Specifications Div.I,II,IV and VII N0. 2273 Project#07043-stone °o E 0� o° 8°fl i E 0 6 0 ° Date Issued: August 4,2008 PROJECT#07043-stone TITLE SHEET ALL BRANCH SPECIFICATIONS FOR: 2008 STONE REPLACEMENT FOR THE WATERLOO PUBLIC LIBRARY, WATERLOO,IOWA FOR: CITY OF WATERLOO 715 MULBERRY STREET WATERLOO,IA 50703 BIDS TO BE RECEIVED: MONDAY,AUGUST 25,2008 TIME: BIDS DUE AT 3:00 P.M.TO CITY CLERK,BID OPENING AT 5:30 P.M.IN COUNCIL CHAMBERS LOCATION: 715 MULBERRY STREET,WATERLOO,IA 50703 PRE-BID CONFERENCE: THURSDAY,AUGUST 14,2008 @ 1:30 P.M. LOCATION: WATERLOO PUBLIC LIBRARY 415 COMMERCIAL STREET WATERLOO,IA 50703 ARCHITECT: STRUXTURE ARCHITECTS 314E4THST WATERLOO,IA 50703-4704 PHONE:(319)234-1515 FAX: (319)234-1517 PROJECT ARCHITECT: TIMOTHY K.JONES DATE: AUGUST 4,2008 PROJECT#07043-stone NOTICE OF PROPOSED PUBLIC IMPROVEMENTS Notice is hereby given, in accordance with[Chapter 73A, Section 73A.2 of the 1999 Code of Iowa],applicable to the City Council of the CITY OF WATERLOO. This District includes all or part of the following Iowa Counties: BLACK HAWK. The said City Council proposes to construct 2008 STONE REPLACEMENT FOR THE WATERLOO PUBLIC LIBRARY,WATERLOO,IOWA. Proposed Drawings and Specifications,as well as proposed form of contract have been adopted therefore by the said Council, and copies of said construction contract documents are now on file and available for inspection at CITY OF WATERLOO. A public hearing at which any and all interested persons may appear and file objection to said proposed Plans, Specifications,Form of Contract for,or cost of such improvements will be held as provided by law in the CITY OF WATERLOO,715 MULBERRY STREET,WATERLOO,IA 50703. The time of the public hearing is hereby set at 5:30 P.M. (Local Time)on Monday,August 25,2008. Dated at: WATERLOO,IA 50703,this day of ,2008. By Order of: CITY OF WATERLOO BY: NANCY ECKERT,CITY CLERK PROJECT#07043-stone NOTICE TO CONTRACTORS PROJECT: 2008 STONE REPLACEMENT FOR THE WATERLOO PUBLIC LIBRARY, WATERLOO,IOWA BID DATE/TIME: MONDAY,AUGUST 25,2008-BIDS DUE AT 3:00 P.M.TO CITY CLERK, BID OPENING AT 5:30 P.M.IN COUNCIL CHAMBERS LOCATION: 715 MULBERRY STREET,WATERLOO,IA 50703 Sealed proposals for the above project will be received,publicly opened and read aloud at the time and location stated above by the City Council of CITY OF WATERLOO. •r This district includes all or part of the following Iowa Counties: BLACK HAWK Copies of the plans and specifications and other contract documents are now on file and available for inspection at the[above bidding location] and sets for Contractors/Suppliers can be ordered through the office of the Architect, StruXture Architects,314 East 4`i`Street,Waterloo,Iowa,upon the deposit of$50 which will be refunded to PRIME CONTRACTORS WHO SUBMIT BIDS upon the return of the documents within ten(10)days after the receipt of the bids.A separate$10 check must accompany the deposit for mailing and handling fee(non-refundable). A single proposal will be received for the work of the General Contractor including the work of the Aluminum windows,drywall repair and painting. Subcontractors of all construction trades shall submit bids to the General Contractor covering the scope of work bid. Award of the contract shall be to the lowest responsible bidder based on basis bid and selected alternates and in conformance to the Bidding Documents prepared by StruXture Architects. Each proposal must be accompanied by a bid bond,cash deposit,Cashier's Check or a Certified Check on a solvent Bank chartered under the laws of the United States in the amount of not less than 5%,nor more than 10%of the proposal submitted therewith. Bid Security shall be made payable to the Treasurer of CITY OF WATERLOO. Should the successful bidder fail or neglect to furnish a satisfactory surety bond,refuse to enter into contract on the basis of the bid,or fail to meet the requirements of this Notice and the specifications regulating the award,the bidder's security may be retained as liquidated damages. No bidder may withdraw the proposal for a period of thirty calendar(30)days after the date and hour set for opening of bids. The work under the Contract shall be commenced immediately after execution of the Owner-Contractor Agreement and substantially completed by a mutually agreed upon date,all as set forth in contractual documents. By virtue of statutory authority,the Contractor shall give preference to Iowa Domestic Labor,products and provisions grown,and coal produced within the State of Iowa,according to the provisions of[Chapter 73,Code of Iowa 1999]. —44 The right to reject any or all bids and to waive any irregularities therein is reserved by the CITY OF WATERLOO. DATED AT: WATERLOO,IA 50703,this day of ,2008. BY ORDER OF: CITY OF WATERLOO ,.� BY: NANCY ECKERT,CITY CLERK PROJECT#07043-stone ADVERTISEMENT FOR BIDS PROJECT: 2008 STONE REPLACEMENT FOR THE WATERLOO PUBLIC LIBRARY, WATERLOO,IOWA BID DATE: MONDAY,AUGUST 25,2008 AT BIDS DUE AT 3:00 P.M.TO CITY CLERK, BID OPENING AT 5:30 P.M.IN COUNCIL CHAMBERS(LOCAL TIME) CONTRACTS: SINGLE GENERAL PROJECT COST ESTIMATE: $75,000 PLAN ACCESS:Please log on to www.aeplans.com for plans.AEPlans can be reached at 877-287-4905 for assistance. PLAN DEPOSIT: $50 plus$10 mailing BID SECURITY: 5% and handling fee(non-refundable)Two separate checks required. ARCHITECT: STRUXTURE ARCHITECTS 314 EAST 4TH ST. WATERLOO,IA 50703 Ph: 319-234-1515 Fax: 319-234-1517 PRE-BID CONFERENCE: THURSDAY,AUGUST 14,2008 @ 1:30 P.M. (Local Time) WATERLOO PUBLIC LIBRARY 415 COMMERCIAL STREET WATERLOO,IA 50703 COMPLETION DATE: Contractor Specifies DESCRIPTION OF PROJECT: Removal and replacement of broken stone slabs at base of existing library. Sidewalk removal and replacement and patching of existing asphalt parking lot where sidewalk was removed and replaced. DISTRIBUTION OF DOCUMENTS Bidding documents may be obtained from the architect under the following conditions: 1. Qualified plan houses receive all-branch sets free of charge,provided they log all usage of the documents and return to us within ten days after bidding. A list of those having plans is found in the "Supplementary Instructions to Bidders",paragraph 3.1.6. of the specifications. 2. Prime bidders may receive plans on deposit of$50 which is refundable only if they bid and return the plans within seven days of contract award or if they notify the architect no less than 5 days prior to the day of the letting that they are not going to bid the project and return the plans immediately. Master Builders cards will also be honored. A separate$10 check must accompany the plan deposit for mailing and handling costs. 3. Subcontractors and suppliers may receive plans after receipt of the required deposits stated above,must return the plans within seven days of bid award. Master Builders cards will also be honored. 4. No plans will be issued after one week prior to bidding date. PROJECT#07043-stone INSTRUCTIONS TO BIDDERS "Instructions to Bidders" shall be AIA Document A701, 1997,Articles 1 through 8 inclusive,by the American Institute of Architects 1735 New York Avenue N. W.,Washington,DC 20006 is hereby made to govern and accompany the drawings,specifications and the following Supplementary Instructions to Bidders. However,the Supplementary Instructions to Bidders shall take precedence over and modify any statements of the AIA forms. Although AIA Document A701, 1997 is not bound in these specifications,the document is considered inclusive by reference and as modified by the Supplementary Instructions to Bidders hereafter. A copy of the Instructions to Bidders is available at the Architects office and can be purchased for a$2.00 cost as required by the AIA. iMO 111.11 Yi 'ig PROJECT#07043 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS SCOPE The following Supplementary Instructions to Bidders shall be intended to modify and expand the referenced Instructions to Bidders and they shall take precedence over any statements of the AIA Document A701, 1997 forms. The article and paragraph of the AIA Document which the supplementary statement refers to is so noted. Where any part of the AIA,A701,Instruction to Bidders is modified,the unaltered provisions of that part shall remain in effect. ARTICLE 3 BIDDING DOCUMENTS 3.1.5. LIST OF DRAWINGS AND SPECIFICATIONS DRAWINGS All drawings are all branch sets. A set of drawings consists of the following sheets:Al and A2. SPECIFICATIONS Common Sections(including Division I),plus Division II,IV and VII. All bidders will receive the following specification headings in addition to the specific heading listed below. TITLE SHEET INDEX NOTICE OF PROPOSED PUBLIC IMPROVEMENT NOTICE TO CONTRACTORS ADVERTISEMENT TO BID INSTRUCTIONS TO BIDDERS SUPPLEMENTARY INSTRUCTIONS TO BIDDERS FORM OF PROPOSAL GENERAL CONDITIONS SUPPLEMENTARY GENERAL CONDITIONS MBE/WBE CONTACT LIST .01 PROJECT#07043 S.I.B. Page 1 3.1.6. PLANS ON FILE Owner CITY OF WATERLOO 715 MULBERRY STREET WATERLOO,IA 50703 Architect StruXture Architects — 314 East 4th Street Waterloo,Iowa 50703-4704 Ph:319-234-1515 Fax:319-234-1517 Waterloo Bldg.Dept City Hall 715 Mulberry Waterloo,IA 50703 Ph: 319-291-4319 Fax: 319-291-4262 PROJECT#07043 S.I.B. Page 2 PLAN ROOMS Construction Update Plan Room 521 3rd Avenue SW.,Ste A Cedar Rapids,IA 52404 Ph: 319-369-4848 Fax: 319-369-4809 Construction Update Plan Room 221 Park Street PO Box 695(50303) Des Moines,IA 50309 Ph: 515-288-8904; 800-362-2578 —"" Fax: 515-288-2617 Construction Update Plan Room 612 Mulberry Street Waterloo,IA 50703 Ph: 319-232-3621 Fax: 319-274-0986 PROJECT#07043 S.I.B. Page 3 3.2.4. INTERPRETATION OF THE CONTRACT DOCUMENTS In the event that any questions shall arise after the letting of the contract respecting the true meaning of the drawings and specifications,the matter shall be referred to the Architect,whose decision shall be conclusive upon all parties to the contract. No advantage shall be taken of any manifest errors or omissions which affect the submitted bid. 3.3.3. APPROVAL OF SUBSTITUTIONS Approval to bid any material other than the specified products and any listed pre-approved substitutions must be requested by the supplier in accordance with Division I-01631. If approved,the Architect will submit an approval letter. The requesting letter must be received by the Architect no less than 7 days prior to the bid date. A copy of the approval letter shall accompany the proposal of such material to the Contractor. Any materials not so approved will not be permitted on the project. This also applies to Subcontractors which must be approved prior to the bidding when so specified. ARTICLE 4 BIDDING PROCEDURES 4.1.1. FORM AND STYLE OF BIDS An extra Form of Proposal will be sent along with addendum for the prime bidder's use,and the bidder may also,if so desired,remove the proposal bound in these specifications. 4.2. BID SECURITY 4.2.1. Modify subparagraph 4.2.1.as follows: Bid Security will be required as stipulated in the Advertisement for Bids and Notice to Contractors,and if bid bond is used shall be as specified in Instructions to Bidders A701,4.2.2. Bid security shall be submitted in a separate envelope than the proposal form under the letterhead of the Contractor. The envelope shall have typed on its face the following identification: Bid Security for the 2008 STONE REPLACEMENT FOR THE WATERLOO PUBLIC LIBRARY,WATERLOO,IOWA. 4.3. SUBMISSION OF BIDS 4.3.1. IDENTIFICATION OF PROPOSAL Proposal shall be submitted in a single envelope under the letterhead of the Contractor. The envelope shall have typed on its face the following identification: Proposal for the 2008 STONE REPLACEMENT FOR THE WATERLOO PUBLIC LIBRARY,WATERLOO,IOWA. 4.3.2. SUBMISSION OF BIDS Bids shall be mailed or delivered to the Secretary of the Owner on the Form of Proposal(or copy)so as to reach their destination prior to the time set for bidding in the Notice to Contractors. 4.4.1. WITHDRAWAL OF BID -4 No bidder may withdraw his bid for a period of thirty(30)days after the date and hour set for the opening of bids. "'� PROJECT#07043 S.I.B. Page 4 4.4.5. SPECIAL NOTICE Bidders are hereby given notice to check carefully the accuracy and arithmetic of their bids before submission- pleas of errors in bids will result in rejection of that bid and award to the next low bidder and disposition of bid security is at the discretion of the Owner. ARTICLE 5 CONSIDERATION OF BIDS 5.1.2. STANDARD OF BIDDING PROCEDURES Bidding and award procedures will be conducted according to the latest edition of"Manual of Recommended Procedure for Competitive Bidding and Award of Building Contracts"as prepared by C.C.I. (Construction Council of Iowa). 5.3.1. ACCEPTANCE OF BIDS Bids will be acted upon at the time of bidding or at such subsequent time as the Owner may decide within the time limit stated in S.I.B.4.4.1.above. ARTICLE 6 POST-BID INFORMATION 6.1.2. QUALIFICATION OF BIDDERS Submission of the proposal for this work shall constitute assurance that the Contractor is qualified and will be able to furnish all of the requirements of this contract,including bonds,guarantees,insurance,and related items as required and herein set out. 1 6.3.5. SUPPLEMENTARY BID SUBMITTALS Supplementary bid information is required according to 4.3.2. above as follows: (In the pages that follow,include Iowa Targeted Small Business list and any other special forms or provisions for U.N.I.,C.D.B.G. or Grant/Funding requirements.) ARTICLE 7 PERFORMANCE BOND AND PAYMENT BOND 7.3. BOND Bond under this contract will be required according to 7.1.1. Furnishing the Bond shall be executed within 14 days of the Notice of Award of Contract. The Bond shall continue for twelve(12)months from the day on which final payment under the contract falls due and shall be written on AIA Document A312. Contractor shall deliver a bond in the full amount(100%)of the contract sum concurrently with the signed Agreement. ARTICLE 8 FORM OF AGREEMENT 8.1. FORM OF CONTRACT If the Contractor be notified of the acceptance of this proposal,he agrees to execute a contract for the work for the stated compensation in the form of the AIA Standard Form of Agreement Between Contractor and Owner for Construction,AIA Document A101, 1997 Edition,sample copy on file at the Architect's office. The prime Contractor shall execute the signed agreement within 14 days of the Notice of Award of Contract. PROJECT#07043 S.I.B. Page 5 1 FORM OF PROPOSAL GENERAL CONTRACT 1. SUBMITTED TO: CITY OF WATERLOO 2. PROJECT: 2008 STONE REPLACEMENT FOR THE WATERLOO PUBLIC LIBRARY, WATERLOO,IOWA 3. DOCUMENTS: A. Notice to Contractors. B. Instructions and Supplementary Instructions to Bidders. ,_ C. General and Supplementary General Conditions. D. Proposal Bid Form properly executed with Bid Security and/or other Supplementary Forms. E. Plans and Specifications. F. Addenda No. Dated Addenda No. Dated Addenda No. Dated Addenda No. Dated (Contractor to insert number of each Addenda received) 4. AGREEMENTS: In submitting this proposal,the Contractor agrees to the following stipulations: A. Contract date will be on or after the bidding date,and Contractor will be required to hold valid all terms of the proposal according to the Notice to Contractors. B. The requirements of the Instructions to Bidders will be adhered to. C. If the undersigned be notified of the acceptance of this proposal,he/she agrees to execute a contract for the above work,for the below stated compensation in the form prescribed in Article 8.1 of the Supplementary Instructions to Bidders. D. The work will be accomplished in accord with the contract documents. E. The undersigned agrees,if awarded the contract,to have the work substantially completed on or before the day of , . (Contractor to insert the estimated completion date.) F. The undersigned agrees,if awarded the contract and required by Article 7 to execute and deliver to the Owner prior to the signing of the agreement,a satisfactory bond in the form set out in Paragraph 7.3 of the Supplementary Instructions to Bidders. G. To include in the bid all Iowa State Sales and Use Tax and all other taxes lawfully assessed against the Contractor or company in connection with the work included herein. 5. PROPOSAL Having carefully examined the contract documents as well as the premises and conditions affecting the work,the undersigned hereby proposes to furnish all labor and materials to complete the general contract requirements of the project in accordance with said documents for the sum of: DOLLARS (S ) BASIS BID afinik PROJECT#07043 Page 1 Form of Proposal-General Contract(Continued) Respectfully submitted, PERSON,FIRM OR CORPORATION BIDDER FIRM: BY: Signature of: Owner,Partner,Manager,Etc BY: Print or Type as Above: Owner,Partner,Manager,Etc. Date: Address 1: Address 2: City, State,Zip: Phone: Fax: PROJECT#07043 Page 2 GENERAL CONDITIONS General Conditions of the Contract for Construction shall be AIA Document A-201,Fifteenth Edition,Article 1 through 14 inclusive,November 1997 by the American Institute of Architects, 1735 New York Avenue,Northwest, Washington,D.C.,are hereby made to govern the accompanying drawings and specifications,except that the accompanying Supplementary General Conditions shall take precedence over and modify,delete and/or add to any statements of the AIA forms. Although AIA Document A201, 1997 is not bound in these specifications,the document is considered inclusive by reference and as modified by the Supplementary General Conditions hereafter. A copy of the General Conditions is available at the Architect's office and can be purchased for a$3.00 cost as required by the AIA. i� 7 ma, i PROJECT#07043 I� ARTICLE 15 SUPPLEMENTARY GENERAL CONDITIONS 15.1. SCOPE The following Supplementary General Conditions shall be intended to modify and expand the referenced General Conditions and they shall take precedence over any statements of the AIA documents. The article and paragraph of the General Conditions which the supplementary statements refer to is so noted. 1.1.1. Delete the last sentence in paragraph 1.1.1.,THE CONTRACT DOCUMENTS,and replace with the following: The Contract Documents do include other documents such as bidding requirements(Notice to Contractors, Instructions to Bidders,Form of Proposal,sample forms and addenda relating to bidding requirements). 2.1.1.1. OWNER Owner shall mean CITY OF WATERLOO 3.1.1.1. DEFINITIONS All references to the "Contractor", "each Contractor",etc.,in this specification shall mean each separate prime Contractor and shall be included as part of each separate prime Contractor's work if it occurs in the specifications issued under the scope of that prime Contractor's work,unless specifically stated otherwise. See"Supplementary Instructions to Bidders"3.1.5. for documents under each prime Contractor's work. All references to the "Contractor",etc.,in this specification shall mean the prime General Contractor and shall be included as part of the prime Contractor's work if it occurs in the specifications issued under the scope of the prime Contractor's work,unless specifically stated otherwise. See "Supplementary Instructions to Bidders"3.1.5. for documents under the prime Contractor's work. 3.4.1.1. MANUFACTURER'S DIRECTIONS All manufactured articles,materials,and equipment shall be applied,installed,connected,erected,used,cleaned and conditioned as directed by the manufacturer. Manufacturer's specifications including installation shall govern, unless these specifications are in conflict,in which case the more restrictive requirement shall be met. 3.5.2. RESPONSIBILITY The General Contractor shall assume responsibility for the building until such time as final acceptance by the Owner. He shall assume responsibility for protecting the work as completed on the site. Each Contractor is 411.4 responsible for his/her own work. 3.6.2. TAXES ding As this is a tax-exempt entity,the Contractors are not required to pay sales tax on building materials. It shall be the responsibility of the Contractor and their Subcontractors to pay sales tax on items only that do not become part of the realty being constructed. Examples Include: •barricades •building equipment* • compressors •cranes •drill press • dynamite• electric generators • forms• fuel•hand tools • lathes • lodging•machinery* •pile drivers •replacement parts for equipment• scaffolds • stakes •tools •utilities • vehicles,including grading,lifting and excavating vehicles • warning lights• PROJECT#07043 S.G.C. Page 1 1 3.6.2 TAXES- (Continued) *Machinery or other equipment that remain tangible personal property rather than becoming part of real property may be purchased by the contractor tax free for resale.However, it must be separately itemized and transferred to the exempt entity. The rental of construction equipment for use on or in connection with new construction,reconstruction, alteration,expansion or remodeling of a building or structure is exempt from Iowa sales or use tax. Certain construction-related equipment is not subject to local option tax but remains subject to the state sales tax. See Rule 701-107.9 for details. The Owner will provide to the successful contractor the required authorization letter and exemption certificate. The Contractor shall then forward these items to Subcontractors. 3.7.1. CONSTRUCTION PERMITS "The Contractor"referred to in this paragraph shall mean the General Contractor and any Subcontractor's costs. 3.7.2.1. BUILDING CODE All construction under this contract shall conform to the requirements of the local authority. The provisions of the Uniform Building Code—International Building Code 2003 as adopted and amended by the local authority shall be strictly followed. Local Planning and Zoning regulations,ordinances and requirements shall be followed as adopted. 3.7.2.2. EQUAL EMPLOYMENT OPPORTUNITY During the performance of this contract,the Contractor agrees as follows: (1) The Contractor will not discriminate against any employee or applicant for employment because of race,creed, color,religion,national origin,sex,age or physical or mental disability. The Contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their race,creed,color,religion,national origin,sex,age or physical or mental disability except where it relates to a bona fide occupational qualification. Such action shall include but not be limited to the following: employment, upgrading,demotion or transfer;recruitment or recruitment advertising;layoff or termination;rates of pay or other forms of compensation;and selection for training,including apprenticeship. (2) The Contractor will,in all solicitations or advertisements for employees placed by or on behalf of the Contractor,state that all qualified applicants will receive consideration for employment without regard to race, creed,color,religion,national origin,sex,age or physical or mental disability except where it relates to a bona fide occupational qualification. (3) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding a notice advising the labor union or workers'representative of the Contractor's commitments under this nondiscrimination clause a shall post copies of the notice in conspicuous places available to employees and applicants for employment. (4) The Contractor will comply with all relevant provisions of the Iowa Civil Rights Act of 1965 as amended,Iowa Executive Order#15 of 1973,Federal Executive Order 11246 of 1965 as amended by Federal Executive Order 11375 of 1967,the Equal Employment Opportunity Act of 1972,and all federal,state and local provisions relevant to fair employment. PROJECT#07043 S.G.C. Page 2 3.7.2.2. EQUAL EMPLOYMENT OPPORTUNITY(Continued) (5) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the aforesaid rules,regulations or requests,this contract may be cancelled,terminated or suspended in whole or in part and the Contractor may be declared ineligible for further contracts with the Owner. In addition,the Owner or institutions may take such further action,and such other sanctions may be imposed and remedies invoked,as provided by the Iowa Civil Rights Act of 1965 as amended,Chapter 601A,Code of Iowa 1973,as heretofore and hereafter amended or as otherwise provided by law. (6) The Contractor will include the provisions of paragraphs(1)through(5)hereof in every subcontract and purchase order unless specifically exempted by the Owner,in accordance with the rules and regulations of the Owner,so that such provisions will be binding on each Subcontractor and vendor. The Contractor will take such action with respect to any Subcontractor or purchase order as the Owner or the authorized representative thereof, may direct as a means of enforcing such provisions including sanctions for noncompliance; provided,however,that in the event the Contractor becomes involved in,or is threatened with,litigation with a Subcontractor or vendor as a result of such direction,the Contractor may request the Owner to enter into such litigation to protect the interests of the State of Iowa. 3.8.4. ALLOWANCES See Division I-01020 Allowances for individual items for material allowances. 4.1.1.1. ARCHITECT Architect shall mean the firm of StruXture Architects,314 East 4th Street,Waterloo,Iowa 50703-4704. 4.1.1.2. MECHANICAL/ELECTRICAL CONSULTANT Mechanical and Electrical Consultant shall mean the firm of Gilmor&Doyle,214 East 4th Street,Waterloo,Iowa 50703. 4.2.2.1. REQUIRED OBSERVATIONS Throughout the plans and specifications,observations are called for by the Architect at certain stages of AN, construction. The Contractor may not cover the work and to do so will require removal of all work covering the work to be viewed. The Contractor shall notify the Architect at least one(1)day prior to the time he will have to proceed with the work. The Architect agrees to visit the site within that time,or the Contractor may proceed with the work if the Architect fails to do so. See Division I-01400. 4.3.9.1. EXTRA SERVICE OF THE ARCHITECT If due to the neglect or fault of the Contractor damage is done to any existing building or grounds or work in place so that additional work is caused the Architect over and above his normal duties or if the contract time exceeds the time specified by more than 25%,it shall be the Contractor's responsibility to reimburse the Owner for these extra services of the Architect caused by the Contractor's neglect or work. This charge is based on two-and-one-half times the per hour rate for draftsmen and principals,plus.30 per mile travel expense. See 01700 for additional inspection services. 4.5.1.1 MEDIATION This Contractor further agrees to include a similar mediation provision in all agreements with independent Contractors, Subcontractors,suppliers and/or fabricators who are providing work for this Contractor for this project. PROJECT#07043 S.G.C. Page 3 7 5.2.1.1. AWARD OF SUBCONTRACTS No payments will be approved until Subcontractors and suppliers list has been submitted and approved. 6.1.5. WORK NOT INCLUDED All items herein specifically stated as being by other than this Contractor or by others who are not included in the Contractor's work,and all items designated N.I.C. or"by others"on the drawings are not a part of this Contractor's work. 7.2.3. CHANGE ORDERS The form used to process a change order will be on AIA Document G701. 8.1.5. DATE OF ENCLOSURE The term"date of enclosure"shall mean the date agreed to by all prime Contractors,the Owner and Architect when the building will be enclosed,sealed from the weather,and the heating system operable. 8.3.1.1. WORK DURING COLD WEATHER It will not be required of the Contractor that he continue work on the project through cold weather. The Contractor shall protect all work from freezing,etc. Any work damaged by freezing and thawing will be removed and replaced by the Contractor responsible. No time extension will be allowed for shut down in cold weather,unless the Contractor can substantiate unusual prolonged extreme weather by weather bureau records. 9.2.2. SCHEDULE OF VALUES Within 14 days after contract award,a Schedule of Values shall be submitted. The Schedule of Values shall be listed according to the specification sections herein with each major line item identified by the spec section number. List sub-values of major products or operations under the item. Each item shall be further subdivided for material cost(including shipping and taxes)and labor cost listed separately. Within 10 days after submitting the Schedule of Values,each separate prime Contractor shall submit a schedule of payment sums,by month,for the duration of the project. 10.2.2.1. OCCUPATIONAL SAFETY&HEALTH ACT Nothing herein specified,or shown on the drawings to the contrary shall relieve the Contractor of any obligations concerning conformance to current requirements of the Occupational Safety and Health Act as pertains to this project. PROJECT#07043 S.G.C. Page 4 10.3.1.1. HAZARDOUS WASTE OR TOXIC SUBSTANCES (1) Friable Asbestos No friable asbestos work of any nature is included in this contract. -• (2) Concealed Hazardous or Toxic Substances No hazardous or toxic substances knowingly exist on the project site. If during the construction of this project,work involving friable asbestos or hazardous or toxic substances is suspected,or encountered,the Owner or the Owner's representative shall be notified immediately and the Owner with his own forces or by separate contract shall be solely responsible for selection and complete investigation, removal and disposition of the friable asbestos hazard by appropriate licensed parties in full accordance with any and all applicable laws and regulations. The Architect and Contractor shall be indemnified and held harmless from all claims and costs incurred in defending claims based on hazardous waste or toxic substances discovered at the project site. The Architect is not responsible for any failure to discover any hazardous waste or toxic substances not specifically indicated in the contract documents. If the Contractor claims that delay or additional cost is involved because of such action by the Owner,he shall make such claim immediately as provided elsewhere in the contract documents. 11.1.1.1. WORKER'S COMPENSATION INSURANCE The Contractor shall purchase and maintain Worker's Compensation including$100,000.00 Employers Liability on, Coverage, Statutory for State and Statutory for applicable Federal. 11.1.2.1. LIABILITY INSURANCE The Contractor shall purchase and maintain Comprehensive General Liability Insurance and Comprehensive Automobile Liability Insurance to cover the operations of the Contractor,the operations of the Subcontractors (Contingent or Independent),product and completed operations,personal injury,and contractual liability to include coverage for the Hold Harmless and Indemnification Clause in Article 3.18. Certificates shall be submitted on AIA Document G705 or the ACCORD 25-S Certificate of Insurance Form. Policy shall include a statement of 15 days minimum advance notice of material change or cancellation of policy to '~ the Owner. Minimum limits of liability shall be: a)Comprehensive General Liability(including Premises-Operation;Independent Contractor's Protection; Products and Completed Operations): Bodily Injury $ 500,000 Each Occurrence $1,000,000 Annual Aggregate Property Damage $ 500,000 Each Occurrence $1,000,000 Annual Aggregate Products and completed operations to be maintained for one year after final payment PROJECT#07043 S.G.C. Page 5 11.1.2.1. LIABILITY INSURANCE-(Continued) Property Damage Liability Insurance will provide "X", "C"and"U"coverage for Explosion, Collapse and Underground Hazard Exposures,respectively. —' b)Contractual Liability: Bodily Injury $ 500,000 Each Occurrence Property Damage $ 500,000 Each Occurrence $1,000,000 Annual Aggregate c)Personal Injury,with Employment Exclusion deleted: $1,000,000 Annual Aggregate d)Comprehensive Automobile Liability: Bodily Injury $ 500,000 Each Person $1,000,000 Each Occurrence Property Damage $ 500,000 Each Occurrence The limits of liability shall be covered by a combination of the above described policy and an Umbrella Excess Liability attachment in the amount of$1,000,000. The Contractor shall either(1)require each of his Subcontractors to procure and to maintain during the life of his subcontract,public liability and property damage coverage of the type and in the same amount as specified in the preceeding paragraphs, or(2)insure the activities of his Subcontractors in his own policy. Insurance on equipment,tools, sheds,plant,etc.,shall be the responsibility of the Contractor. 11.3.1.1. BUILDER'S RISK "The Owner shall purchase and maintain property insurance upon the entire work at the site to the full insurable value thereof. This insurance shall include the interests of the Owner,the Contractor,the Subcontractors and sub- Subcontractors and shall include the "Special"covered causes of loss, insurance for physical loss or damage." The Contractor will be named and furnished a copy of the coverage at the beginning of the project. PROJECT#07043 S.G.C. Page 6 CERTIFIED MBE / WBE CONTRACTORS CITY OF WATERLOO, IOWA er!00 \° CONTRACT COMPLIANCE OFFICE Community Development Board Carnegie Annex,Suite 202 620 Mulberry Street Waterloo,Iowa 50703 City WEB Site: www.ci.waterloo.ia.us Contract Compliance WEB Site for listing updates: http://www.wplwloo.lib.ia.us/contractcompliance/ Contact: Louis Starks, Contracts and Grants Coordinator Email: louis.starks a waterloo-ia.org Phone: (319) 291-4429 Fax: (319) 291-4431 BF t tied oIt:ILiLt�> i_ - Page I :JI CERTIFIED MBE CONTRACTORS - CARTER ELECTRIC - 725 Adams Street Waterloo, IA 50703 Phone: (319) 232-9808 — Pager: (319) 235-4021 No fax Contact: Derrick Carter — Specializing in: ELECTRICAL CONTRACTOR COCKHREN ROOFING 1708 Newell Street — Waterloo, LA. 50703 Phone: (319) 232-7513 Contact: James Cockhren Specializing in: ROOFING CULPEPPER ELECTRIC 1731 Cottage Grove Avenue Waterloo, IA 50707 — Phone: (319) 235-0885 Fax: (319) 236-8177 Contact: Martin Culpepper Certified: City of Waterloo Certified MBE, Licensed Electrician Specializing in: ELECTRICAL CONTRACTOR DANIELS HOME IMPROVEMENT - 339 Albany Street Waterloo, IA 50703 Phone: (319) 833-0118 — Contact: Sammy Daniels Specializing in: ALL TYPES OF CONCRETE FLATWORK, POURED WALLS—ALL TYPES, FOOTINGS, — LIGHT DEMOLITION CERTIFIED MBE CONTRACTORS D. C. Corp. (formerly DENTER CORPORATION) 426 Beech Street Waterloo, IA 50703 Phone: (319) 236-9075 FAX: (319) 236-0515 Contact: Terry Phillips _ Certified: City of Waterloo Certified MBE, Iowa DOT, TSB Certified Specializing in: COMMERCIAL AND RESIDENTIAL DEMOLITION, CONCRETE PAVING, DRIVEWAYS, TRUCKING (ALL TYPES), GENERAL CONSTRUCTION GREER'S WORKS 2003 Plainview Street Waterloo, IA 50703 Phone: (319) 233-4701 Contact: Willie Greer Specializing in: DRIVEWAYS, SIDEWALKS, CARPENTRY, ROOFING, GENERAL CONSTRUCTION CLINTON JONES TRUCKING 1202 Mulberry Street Waterloo, IA 50703 Phone: (319) 235-4401 Contact: Clinton Jones Specializing in: TRUCKING • :z BE Certified Contractors List Pace 3 c.: =7 CERTIFIED MBE CONTRACTORS LOVE'S ENTERPRISE 835 West Fifth St. P.O. Box 246 Waterloo, IA 50704 — Phone: (319) 233-3260 Fax: 319-291-6296 Contact: David Love — Certified: Iowa DOT, City of Waterloo Certified MBE Specializing in: CONCRETE PAVING, ASPHALT, DRIVEWAYS, SIDEWALKS, TRUCKING — OLD GREER'S WORKS 2309 Springview Street Waterloo, IA 50707 Phone: (319)233-2150 No fax Contact: David L. Greer, Sr. Specializing in: GENERAL CONSTRUCTION PAULINE COMPANY, INC. 139 Clark Street —' P. O. Box 1623 Waterloo, IA 50703 Phone: (319) 236-2345 FAX: (319) 236-1568 email: DJToav@.aol.com Certified: Targeted Small Business, Iowa DOT, City of Waterloo Certified MBE Contact: W.C. Stokes, Owner Specializing in: — EROSION CONTROL, TRUCKING, GUARDRAIL, CLEARING AND GRUBBING CONCRETE PAVING, ASPHALT, CURB AND GUTTER, DRIVEWAYS, SIDEWALKS, MASONRY WORK, ROOFING, CD BASKETS, ROADWAY PIPE, TILE LOCATING, REVETMENT, SHOULDERS, FIELD FENCE, GENERAL CONSTRUCTION WORK MB V B_ CERTIFIED MBE CONTRACTORS QUICK CONSTRUCTION 217 Bates Street Waterloo, IA 50703 Phone: (319) 232-5564 Contact: Leroy Harrington Specializing in: ALL TYPES OF CONCRETE FLATWORK AND GENERAL CONSTRUCTION CHARLIE SCHAUF TRUCKING 627 Adams Street Waterloo, IA 50703 Phone: (319) 232-4717 Contact: Charles Schauf Specializing in: TRUCKING _ STOKES CORPORATION PO. Box 1536 WATERLOO, IA 50703 Cell Phone: 319-961-7534 Fax: 319-235-5570 Specializing in: SIDEWALK, CURB and GUTTER, DRIVEWAYS, EROSION CONTROL, CARPENTRY, ROOFING, PROPERTY REMOVAL and GENERAL CONSTRUCTION MBE,'WBE Certified Contractors List Pace 5 ot6 CERTIFIED WBE CONTRACTORS - ATLAS PAINTING, INC.* 911 Sycamore Street P.O. BOX 65 — Waterloo, IA 50704 Phone: (319) 232-9164 Specializing in: COMMERCIAL AND INDUSTRIAL PAINTING PETERVIAN & HAES CARPET ONE* 4003 University Avenue — Waterloo, IA 50701 Phone : (319) 233-6131 FAX: (319) 233-6133 '— email: JR11486@cfu.net Certified: City of Waterloo WBE Contact : Carol Reese Specializing in: FLOOR COVERING WATCO CONSTRUCTION, INC.*2920 Texas Street Waterloo, IA 50702 Phone : (319) 233-7481 Fax 319-233-8953 Certified: City of Waterloo WBE Contact : Patricia J. Kimball — Specializing in: STORM SEWER, INLETS, DRAIN TILE, WATER MAIN SANITARY SEWER, INTAKE STRUCTURES — * DENOTES WOMEN BUSINESS ENTERPRISE MBEWBECTtitied Con — 01100 —SUMMARY 01100 PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products,materials and system(s) specified herein are attached, supporting,protecting or related. 1.2 SUMMARY A. This Section includes the following: 1. Work covered by the Contract Documents. 2. Type of the Contract. 3. Work phases. 4. Work under other contracts. 5. Products ordered in advance. 6. Owner-furnished products. 7. Use of premises. 8. Owner's occupancy requirements. 9. Work restrictions. 10. Specification formats and conventions. 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification: 2008 Stone Replacement for the Waterloo Public Library. 1. Project Location: 415 Commercial Street, Waterloo, Iowa. B. Owner: City of Waterloo, City Hall, 715 Mulberry St., Waterloo, IA 50703 1. Owner's Representative: Louis Cutwright, Supervisor of Buildings and Grounds, Waterloo, Iowa C. Architect: StruXture Architects, 314 East Fourth Street, Waterloo, IA 50703 D. The Work consists of the following: 1. The Work includes: Removal and replacement of broken stone slabs at base of existing library. Sidewalk removal and replacement and patching of existing asphalt parking lot where sidewalk was removed and replaced. SUMMARY 01100 - 1 PROJECT=07043-stone 1.4 TYPE OF CONTRACT _ A. Project will be constructed under a single prime contract. 1.5 USE OF PREMISES A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1. Limits: Confine constructions operations to work adjacent to windows being removed and reinstalled within a days period of time. 2. Owner Occupancy: Allow for Owner occupancy of Project site and use by the public. 3. Driveways and Entrances: Keep driveways and entrances serving premises clear and — available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. 1.6 OWNER'S OCCUPANCY REQUIREMENTS A. Full Owner Occupancy: Owner will occupy site and existing building during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day- to-day operations. Maintain existing exits,unless otherwise indicated. 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. 2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. 1.7 WORK RESTRICTIONS A. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Owner's written permission. SUMMARY 01100 -2 PROJECT#07043-stone 1.8 SPECIFICATION FORMATS AND CONVENTIONS A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSUCSC's "MasterFormat" numbering system. 1. Section Identification: The Specifications use Section numbers and titles to help cross- referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents. 2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications. B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon(:) is used within a sentence or phrase. END OF SECTION 01100 SUMMARY MMARY 01100 - 3 PROJECT =070-L -stone 1.8 SPECIFICATION FORMATS AND CONVENTIONS — A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "MasterFormat" numbering system. — 1. Section Identification: The Specifications use Section numbers and titles to help cross- referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents. 2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications. B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon(:) is used within a sentence or phrase. END OF SECTION 01100 SUMMARY 01100 -3 PROJECT Y0"043-stone 01250 - CONTRACT MODIFICATION PROCEDURES 01250 PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications. 1.3 ADDENDA A. Contractor should note that addenda to the contract documents might be submitted to the Con- tractors by the Architect prior to bidding. Please note that on the Form of Proposal the Contrac- tor will be required to insert the number of addenda received. 1.4 MINOR CHANGES IN THE WORK A. Architect will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time. 1.5 PROPOSAL REQUESTS A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 2. Proposal Requests issued by Architect are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change. 3. Within 10 days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include costs of labor and supervision directly attributable to the change. d. Indicate additional time to be added to completion date, if any. CONTRACT MODIFICATION PROCEDURES 01250 - 1 PROJECT#07043-stone B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a request for a change to Architect. 1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. 2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to — substantiate quantities. 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. — 4. Include costs of labor and supervision directly attributable to the change. 5. Indicate additional time to be added to completion date, if any. 6. Comply with requirements in Division 1 Section "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified. 1.7 CHANGE ORDER PROCEDURES A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on ALA.Document G701. — 1.8 CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: Architect may issue a Construction Change Directive. Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time. B. Documentation: Maintain detailed records on a time and material basis of work required by the — Construction Change Directive. 1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. END OF SECTION 01250 CONTRACT :MODIFICATION PROCEDURES 01250 -2 PROJECT fG7043-stone 01290 - PAYMENT PROCEDURES 01290 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 12 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. 1.3 DEFLNITIONS A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 1.4 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a. Application for Payment forms with Continuation Sheets. b. Submittals Schedule. c. Contractor's Construction Schedule. 2. Submit the Schedule of Values to Architect at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment. B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of Architect. c. Architect's project number. d. Contractor's name and address. PAYMENT PROCEDURES 01 290 - 1 PROJECT#07043-stone e. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of the Work. c. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders(numbers)that affect value. g. Dollar value. 3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. 4. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored,but not yet installed. a. Differentiate between items stored on-site and items stored off-site. If specified, include evidence of insurance or bonded warehousing. 6. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. _ 7. Allowances: Provide a separate line item in the Schedule of Values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities. 8. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option. 9. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.5 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. PAYMENT PROCEDURES 01290 - '_ PROJECT r-'07043-stone B. RETAINAGE: Contractor shall show a retainage of 5% of completed work amount to be with- held from each application for payment. Upon substantial completion of the entire work, a sum sufficient to decrease the total retainage to 5% of the contract sum, plus such other retainages as the Architect shall determine for all incomplete work and unsettled claims may be authorized. After Substantial Completion, the Architect may authorize payment beyond the 5%retainage amount if the Contractor is making satisfactory progress toward a timely completion of the project. However, the Architect will, at no time, authorize payment beyond 2 times the value of the work to be completed until the Architect authorizes the final Request for Payment. C. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction Work covered by each Application for Payment is the period indicated in the Agreement. Payments generally will be made by the 15th of each month. D. Payment Application Times: Progress payments shall be submitted to Architect by the first of the month. The period covered by each Application for Payment is one month, ending on the last day of the month. E. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment. F. Payment Application Forms: Use forms provided by Owner for Applications for Payment. Sample copies are included at end of this Section. G. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of signed Change Orders issued before last day of construction period covered by application. H. Transmittal: Submit one (1) signed and notarized original copy and three (3) copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. I. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of Values. 3. Contractor's Construction Schedule(preliminary if not final). 4. Products list. 5. Schedule of unit prices. 6. Submittals Schedule(preliminary if not final). PAYMENT PROCEDURES 01290 - 3 PROJECT 7;07043-stone 7. List of Contractor's staff assignments. — 8. List of Contractor's principal consultants. 9. Copies of building permits. 10. Copies of authorizations and licenses from authorities having jurisdiction for — performance of the Work. 11. Certificates of insurance and insurance policies. 12. Performance and payment bonds. 13. Data needed to acquire Owner's insurance. — J. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. K. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the — following: 1. Recommendation of final acceptance by the Architect. 2. Evidence of completion of Project closeout requirements. 3. Insurance certificates for products and completed operations where required and proof — that taxes, fees, and similar obligations were paid. 4. Updated final statement, accounting for final changes to the Contract Sum. 5. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." — 6. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 7. Waiver of final liens from all subcontractors and suppliers. 8. AIA Document G707, "Consent of Surety to Final Payment."9. Evidence that claims have been settled. 10. All written guarantees and warranties required by these specifications are on file 11. All shop drawings, schedules and operator's manuals, properly bound and indexed, are on file. 12. Executed final acceptance by the Owner. 13. As-built marked up set of construction drawings. — END OF SECTION 01290 PAYMENT PROCEDURES 01290 -4 — PROJECT,407043-stone 01310- PROJECT MANAGEMENT AND COORDINATION 01310 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including,but not limited to,the following: 1. Coordination Drawings. 2. Administrative and supervisory personnel. 3. Project meetings. 4. Requests for Interpretation(RFIs). B. Each contractor shall participate in coordination requirements. Certain areas of responsibility will be assigned to a specific contractor. 1.3 DEFINITIONS A. RFI: Request from Contractor seeking interpretation or clarification of the Contract Documents. aftk 1.4 COORDINATION A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation. B. Coordination: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its operations with operations, included in different Sections, -. that depend on each other for proper installation,connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. PROJECT MANAGEMENT AND COORDINATION 01310 - 1 PROJECT#07043-stone 3. Make adequate provisions to accommodate items scheduled for later installation. — 4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical. C. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. — D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts — and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to,the following: 1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. — 5. Progress meetings. 6. Project closeout activities. 7. Startup and adjustment of systems. — 8. Project closeout activities. E. Conservation: Coordinate construction activities to ensure that operations are carried out with — consideration given to conservation of energy, water, and materials. 1. Salvage materials and equipment involved in performance of, but not actually incorporated into,the Work. Refer to other Sections for disposition of salvaged materials that are designated as Owner's property. 1.5 SUBMITTALS A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities. 1. Content: Project-specific information, drawn accurately to scale. Do not base — Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable: — a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems. b. Indicate required installation sequences. — c. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect for resolution of — such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. PROJECT MANAGEMENT ADD COORDLNATION 01310 - PROJECT =07043-stone 2. Sheet Size: At least 8-1/2 by 11 inches but no larger than 30 by 40 inches. 3. Number of Copies: Submit three opaque copies of each submittal. Architect will return two copies. a. Submit five copies where Coordination Drawings are required for operation and maintenance manuals. Architect will retain two copies, one for the engineer; remainder will be returned. 4. Refer to individual Sections for Coordination Drawing requirements for Work in those Sections. B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments for General Contractor and all major subcontractors, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including cell telephone -- numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. 1. Post copies of list in temporary field office. Keep list current at all times. 1.6 ADMINISTRATIVE AND SUPERVISORY PERSONNEL A. Construction Superintendent: The General Contractor shall assign a Superintendent to the job. This Superintendent shall be a full-time employee of the Contractor and will be assigned to this site at all times construction is in process, unless otherwise agreed upon in advance by the Owner, the Architect and the Bonding Company. See Paragraph 3.9 of General Conditions of the Contract. It will be the Superintendent's duty to observe that specifications are followed and that the Architect is notified if deviations occur. B. General: In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work. 1. Include special personnel required for coordination of operations with other contractors. 1.7 PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Architect will record significant discussions and agreements achieved and will distribute the meeting minutes to everyone concerned, including Owner, within seven days of the meeting. PROJECT MANAGEMENT AND COORDLNATION 01310 - 3 PROJECT 0 7043-stone B. Preconstruction Conference: Schedule a preconstruction conference before starting — construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. 1. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Discuss items of significance that could affect progress, including the following: — a. Tentative construction schedule. b. Phasing. — c. Critical work sequencing and long-lead items. d. Designation of key personnel and their duties. e. Procedures for processing field decisions and Change Orders.f. Procedures for RFIs. g. Procedures for testing and inspecting. h. Procedures for processing Applications for Payment. i. Distribution of the Contract Documents. j. Submittal procedures. k. Preparation of Record Documents. 1. Use of the premises. �- m. Work restrictions. n. Owner's occupancy requirements. o. Responsibility for temporary facilities and controls. — p. Construction waste management and recycling. q. Parking availability. r. Office, work, and storage areas.s. Equipment deliveries and priorities. t. First aid. u. Security. — v. Progress cleaning. w. Working hours. 3. Minutes: Architect will record and distribute meeting minutes. C. Progress Meetings: Conduct progress meetings at monthly intervals. Coordinate dates of meetings with preparation of payment requests. —' 1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in — planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. PROJECT MANAGEMENT AND COORDINATION 01310 -4 PROJECT 407043-stone 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. _ 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Work hours. 10) Hazards and risks. 11) Progress cleaning. 12) Quality and work standards. 13) Status of correction of deficient items. 14) Field observations. 15) RFIs. 16) Status of proposal requests. — 17) Pending changes. 18) Status of Change Orders. 19) Pending claims and disputes. 20) Documentation of information for payment requests. 3. Minutes: Architect will record the meeting minutes. 4. Architect will distribute minutes of the meeting to each party present and to parties who should have been present. a. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. PROJECT MANAGEMENT AND COORDLNATION 01310 - 5 PROJECT 407043-stone D. Coordination Meetings: Conduct Project coordination meetings at regular intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and preinstallation conferences. 1. Attendees: Each contractor, subcontractor, supplier, and other entity concerned with — current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. — 2. Reporting: Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting. 1.8 REQUESTS FOR INTERPRETATION(RFIs) A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFT in the form specified. 1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's -- work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following: 1. Project name.2. Date. 3. Name of Contractor. 4. Name of Architect. 5. RFI number, numbered sequentially. 6. Specification Section number and title and related paragraphs, as appropriate. 7. Drawing number and detail references, as appropriate. 8. Field dimensions and conditions, as appropriate. 9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 10. Contractor's signature. 11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation. a. Supplementary drawings prepared by Contractor shall include dimensions,thicknesses, structural grid references, and details of affected materials, assemblies, and attachments. — C. Hard-Copy RFIs: 1. Identify each page of attachments with the RFI number and sequential page number. PROJECT MANAGEMENT AND COORDINATION 01310 - 6 — PROJECT #07043-stone D. Software-Generated RFIs: Software-generated form with substantially the same content as indicated above. 1. Attachments shall be electronic files in Adobe Acrobat PDF format. E. Architect's Action: Architect will review each RFI, determine action required, and return it. Allow seven working days for Architect's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day. 1. The following RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for coordination information already indicated in the Contract Documents. d. Requests for adjustments in the Contract Time or the Contract Sum. e. Requests for interpretation of Architect's actions on submittals. f. Incomplete RFIs or RFIs with numerous errors. 2. Architect's action may include a request for additional information, in which case Architect's time for response will start again. 3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Division 1 Section"Contract Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 5 days of receipt of the RFI response. F. On receipt of Architect's action,update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response. G. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log monthly. Include the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Architect. 4. RFI number including RFIs that were dropped and not submitted. 5. RFI description. 6. Date the RFI was submitted. 7. Date Architect's response was received. 8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. 9. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate. END OF SECTION 01310 PROJECT MANAGEMENT AND COORDINATION 01310 - 7 PROJECT#0 7043-stone 01320 - CONSTRUCTION PROGRESS DOCUMENTATION 01320 — PART 1 - GENERAL — 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Contractor's Construction Schedule. -- 2. Submittals Schedule. 3. Field condition reports. 1.3 DEFINITIONS A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources. 1. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times. 2. Predecessor Activity: An activity that precedes another activity in the network. 3. Successor Activity: An activity that follows another activity in the network. B. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations deteitnine when activities can be performed and the critical path of Project. C. Critical Path: The longest connected chain of interdependent activities through the network — schedule that establishes the minimum overall Project duration and contains no float. D. Event: The starting or ending point of an activity. — E. Float: The measure of leeway in starting and completing an activity. F. Major Area: A story of construction, a separate building, or a similar significant construction element. G. Milestone: A key or critical point in time for reference or measurement. CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 1 -" PROJECT r07043-stone 1.4 SUBMITTALS A. Contractor's Construction Schedule: Submit three opaque copies of initial schedule, large enough to show entire schedule for entire construction period. — 1.5 QUALITY ASSURANCE 1.6 COORDINATION A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors. B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from parties involved. 2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence. PART 2 -PRODUCTS 2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL A. Time Frame: Extend schedule from date established for commencement of the Work to date of Final Completion. 1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. -- B. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. 1. Startup and Testing Time: Include not less than five days for startup and testing. 2. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion. C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. 1. Phasing: Arrange list of activities on schedule by phase. 2. Work under More Than One Contract: Include a separate activity for each contract. 3. Work by Owner: Include a separate activity for each portion of the Work performed by Owner. CONSTRUCTION PROGRESS DOCLMENTATION 01320 - 2 PROJECT;07043-stone 4. Owner-Furnished Products: Include a separate activity for each product. Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date. 5. Work Restrictions: Show the effect of the following items on the schedule: a. Coordination with existing construction. b, Limitations of continued occupancies. c. Uninterruptible services. — d. Partial occupancy before Substantial Completion. e. Use of premises restrictions. f. Provisions for future construction. — g. Seasonal variations. h. Environmental control. 6. Work Stages: Indicate important stages of construction for each major portion of the Work, including,but not limited to, the following: a. Deliveries. b. Installation. c. Tests and inspections. d. Adjusting. — e. Curing. f. Startup and placement into final use and operation. 7. Area Separations: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following: a. Permanent space enclosure. b. Substantial Completion. D. Milestones: Include milestones indicated in the Contract Documents in schedule, including,but not limited to, Substantial Completion, and Final Completion. E. Type: Contractor can use CPM or bar graph style. F. Contractor's Approvals: Final approved chart will bear the signatures of all prime contractors and major subcontractors. PART 3 - EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE — A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly — scheduled progress meeting. 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each —' such meeting. CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 3 — PROJECT 407043-stone 2. Include a report with updated schedule that indicates every change, including, but not limited to,changes in logic, durations, actual starts and finishes,and activity durations. 3. As the Work progresses, indicate Actual Completion percentage for each activity. B. Distribution: Distribute copies of approved schedule to Architect Owner, separate contractors, OMR testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility. END OF SECTION 01320 MIN a a a CONSTRUCTION PROGRESS DOCUMENTATION 01320 - OEM PROJECT#07043-stone 01330 - SUBMITTAL PROCEDURES 01330 PART 1 - GENERAL 1.1 RELATED DOCUMENTS — A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the — products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop -- Drawings, Product Data, Samples, and other submittals. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Architect's responsive action. _ B. Informational Submittals: Written information that does not require Architect's responsive action. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring — coordination with other submittals until related submittals are received. B. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress — Documentation' for list of submittals and time requirements for scheduled performance of related construction activities. C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in — advance of the Work to permit processing, including resubmittals. SUBMITTAL PROCEDURES 01330 - 1 PROJECT#07043-stone 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 15 days for review of each resubmittal. 4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 21 days for initial review of each submittal. D. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 6 by 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. c. Name and address of Architect. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Submittal number or other unique identifier, including revision identifier. i. Drawing number and detail references, as appropriate. E. Deviations: Highlight or otherwise specifically identify deviations from the Contract Documents on submittals. F. Additional Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal. 1. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Architect. 2. Additional copies submitted for maintenance manuals will be marked with action taken and will be returned. G. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return submittals, without review, received from sources other than Contractor or those without Contractor review. 1. Transmittal Form: Provide locations on form for the following information: a. Project name. b. Date. c. Destination(To:). d. Source(From:). e. Names of subcontractor, manufacturer, and supplier. f. Category and type of submittal. SLB4IITTAL. PROCEDURES 01330 - 2 PROJECT TO'043-stone g. Submittal purpose and description. — h. Specification Section number and title. i. Drawing number and detail references, as appropriate. j. Transmittal number, numbered consecutively. k. Submittal and transmittal distribution record. 1. Remarks. m. Signature of transmitter. H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. — 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are approved. — Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal foul's. J. Use for Construction: Use only final submittals with mark indicating approved by Architect. PART 2 -PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings,not as Product Data. — 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. c. Manufacturer's installation instructions. _ d. Standard color charts. e. Manufacturer's catalog cuts. f. Operational range diagrams. g. Standard product operation and maintenance manuals. h. Compliance with specified referenced standards. i. Testing by recognized testing agency. j. Application of testing agency labels and seals. — k. Notation of coordination requirements. 4. Submit Product Data before or concurrent with Samples. — SUBMITTAL PROCEDURES 01330 - 3 PROJECT 407043-stone 5. Number of Copies: Submit three copies of Product Data, unless otherwise indicated. Architect will return two copies. Mark up and retain one returned copy as a Project — Record Document. C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Roughing-in and setting diagrams. d. Design calculations. e. Compliance with specified standards. f. Notation of coordination requirements. g. Notation of dimensions established by field measurement. h. Relationship to adjoining construction clearly indicated. 2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 24 by 36 inches. 3. Number of Copies: Submit five opaque (bond) copies of each submittal. Architect will return all but one copy. 4. The Contractor shall submit shop drawings as called for in these specifications. All shop drawings shall have the date marked on them when the Contractor receives them from the supplier. Shop drawings shall be submitted through the Contractor and shall not come di- rect from the supplier to the Architect. Shop drawings that are not dated and signed as approved by the Contractor will not be accepted or reviewed and will be marked "resubmit" and sent back to the Contractor. Shop drawings for the mechanical and electrical work shall be sent to the Consultant if other than the Architect. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. Submit to Architect within six weeks of Contract Signature. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of appropriate Specification Section. 3. Quantity and Size — All samples shall be submitted in duplicate except as noted and shall show the expected range of color and texture or variation in the material. Sizes of the samples shall be ac- cording to the following schedule unless otherwise specified. Submit samples as soon as — possible for coordination of color selections. SUBMITTAL PROCEDURES 01330 - PROJECT#07043-stone a. Finish materials Two samples minimum, 12" square and mounted or installed on suitable hardboard or surface compatible to the surface on which the material is to be applied. Samples shall indicate complete application as specified including color selected. b. Other materials Shall be a suitable length or size,which will show the representative arrangement, finish, or material, which will be required for the project. In the case of small items, individual items of the size specified will be acceptable. 4. Disposition: Maintain sets of approved Samples at Project site, available for quality- control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. — a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. 5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit two full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal with options selected. — E. Product Schedule or List: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 1. Type of product. Include unique identifier for each product. 2. Number and name of room or space. 3. Location within room or space. 4. Number of Copies: Submit four copies of product schedule or list, unless otherwise indicated. Architect will return two copies. — a. Mark up and retain one returned copy as a Project Record Document. F. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Use CSI Form 1.5A. Include the following information in tabular form: 1. Name, address, and telephone number of entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. 4. Number of Copies: Submit three copies of subcontractor list, unless otherwise indicated. Architect will return two copies. — a. Mark up and retain one returned copy as a Project Record Document. SUBMITTAL PROCEDURES 0330 - 5 PROJECT#07043-stone 2.2 INFORMATIONAL SUBMITTALS A. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. B. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying. that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. C. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. D. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. E. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. F. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 1 Section "Operation and Maintenance Data." G. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. H. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. I. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. J. Material Safety Data Sheets (MSDSs): Submit information directly to Owner. SUBMITTAL PROCEDURES 01330 - 6 PROJECT T07043-stone 1. Architect will not review submittals that include MSDSs and will return the entire submittal for resubmittal. K. Finish Schedule: Each contractor shall submit to the Architect brand names, types, and samples of all finish materials for the project. Upon approval, the Architect will prepare a schedule of color selections for all finishes throughout the building. The General Contractor may obtain up to 15 copies of this schedule from the Architect so that he may distribute these to his/her ma- terial suppliers and subcontractors. The Mechanical and Electrical contractors shall each be — provided two copies. PART 3 -EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with — approval stamp before submitting to Architect. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. — 1. Contractor's name. 2. Date Contractor received drawings from supplier. 3. Any changes or notations in green pencil. — 4. A statement that the Contractor has reviewed the drawings and finds them to be correct except as noted. 5 Signature of person making Contractor review. 6. Any deviations from drawings and specifications noted,underlined or circled in Green. — 3.7 ARCHITECT'S / ACTION — A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. — B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required in red, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken C. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will forward each submittal to — appropriate party. SUBMITTAL PROCEDURES 01330 - 7 PROJECT#07043-stone D. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review. E. Submittals not required by the Contract Documents may not be reviewed and may be discarded. 3.3 OWNER'S COPIES At the end of the project, each Contractor shall present to the Owner one approved copy of all shop drawings, schedules and operating manuals, and warranties suitably bound and indexed by Division, in a 3-ring binder. END OF SECTION 01330 SUBMITTAL PROCEDURES 01330 - PROJECT 407043-stone 01400 - QUALITY REOLIREMENTS 01400 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-assurance and -control requirements for individual construction activities _ are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's other quality- assurance and -control procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality-assurance and -control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. 1.3 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect. C. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. QUALITY REQUIREMENTS 01400 - 1 PROJECT-0 7043-stone D. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 1. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespeople of the corresponding generic name. — E. Experienced: When used with an entity, "experienced" means having successfully completed a minimum of five previous projects similar in size and scope to this Project; being familiar with —, special requirements indicated; and having complied with requirements of authorities having jurisdiction. 1.4 CONFLICTING REQUIREMENTS A. General: If compliance with two or more standards is specified and the standards establish — different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. — B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the — minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 1.5 SUBMITTALS A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a — recent report on the inspection of the testing agency by a recognized authority. B. Schedule of Tests and Inspections: Prepare in tabular form and include the following: — 1. Specification Section number and title. 2. Description of test and inspection.3. Identification of applicable standards. 4. Identification of test and inspection methods. 5. Number of tests and inspections required. 6. Time schedule or time span for tests and inspections. — 7. Entity responsible for performing tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality-control service. — QUALITY REQUIREMENTS 01400 2 PROJECT,=07043-stone C. Reports: Prepare and submit certified written reports that include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. D. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.6 QUALITY ASSURANCE A. General: Qualifications paragraphs in this Article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. B. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. D. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. E. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. 1. Requirement for specialists shall not supersede building codes and regulations governing the Work. F. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this -- Project. QUALITY REQUIREMENTS 01400 - 3 PROJECT#07043-stone 1.7 QUALITY CONTROL — A. Tests and inspections are Contractor's responsibility. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether — specified or not. 1. Where services are indicated as Contractor's responsibility, engage a qualified testing -- agency to perform these quality-control services. 2. Notify testing agencies at least 24 hours in advance of time when Work that requires — testing or inspecting will be performed. 3. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. B. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including — service connections. Report results in writing as specified in Division 1 Section "Submittal Procedures." C. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. — D. Testing Agency Responsibilities: Cooperate with Architect,Construction Manager, and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect, Construction Manager, and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Determine the location from which test samples will be taken and in which in-situ tests are conducted. 3. Conduct and interpret tests and inspections and state in each report whether tested and — inspected work complies with or deviates from requirements. 4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor. — 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work. 6. Do not perform any duties of Contractor. — QUALITY REQUIREMENTS 01400 -4 —` �. PROJECT 407043-stone E. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. F. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. 1.8 REQUIRED OBSERVATIONS OF THE ARCHITECT The Contractor shall note throughout the plans and specifications where "required observa- tions" are called for. The following items are a guide only, and do not necessarily indicate all site visits required. See Supplementary General Conditions. Before any painting Substantial completion review Final review One-year warranty review PART 2 -EXECUTION 2.1 TEST AND LNSPECTION LOG A. Prepare a record of tests and inspections. Include the following: 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to Architect. 4. Identification of testing agency or special inspector conducting test or inspection. B. Maintain log at Project site. Post changes and modifications as they occur. Provide access to test and inspection log for Architect's reference during normal working hours. QUALITY REQUIREMENTS 01400 - 5 — PROJECT 407043-stone 2.2 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. — 2. Comply with the Contract Document requirements for Division 1 Section "Cutting and Patching." B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION 01400 QUALITY REQUIREMENTS 01400 - 6 PROJECT07043-stone 01420— REFERENCES 01420 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 DEFLNITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "approved," "required," and "permitted" have the same meaning as "directed." D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and"specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide": Furnish and install, complete and ready for the intended use. I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. REFERENCES 01=120 - 1 PROJECT 0 i 043-stone 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents, — unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on Project should be familiar with — industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. D. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and — acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. ADAAG Americans with Disabilities Act (ADA) FS Federal Specification — 1.4 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale Research's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the U.S." B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other — Contract Documents, they shall mean the recognized name of the entities in the following list. AABC Associated Air Balance Council AAMA American Architectural Manufacturers Association AASHTO American Association of State Highway and Transportation Officials — ACI American Concrete Institute ACPA American Concrete Pipe Association ADA Americans with Disabilities Act AF&PA American Forest&Paper Association AGA American Gas Association AGC Associated General Contractors of America Al Asphalt Institute — ALA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction REFERENCES 01420 - PROJECT fi07043-stone ALSC American Lumber Standard Committee, Incorporated AMA Air Movement and Control Association International, Inc. ANSI American National Standards Institute APA APA-The Engineered Wood Association APA Architectural Precast Association ARI Air-Conditioning&Refrigeration Institute ARMA Asphalt Roofing Manufacturers Association ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers ASME The American Society of Mechanical Engineers International ASSE American Society of Sanitary Engineering ASTM American Society for Testing and Materials International AWI Architectural Woodwork Institute AWPA American Wood-Preservers'Association AWS American Welding Society AWWA American Water Works Association BHMA Builders Hardware Manufacturers Association BIA Brick Industry Association BICSI BICSI BIFMA Business and Institutional Furniture Manufacturer's Association International CISCA Ceilings& Interior Systems Construction Association CISPI Cast Iron Soil Pipe Institute CLFMI Chain Link Fence Manufacturers Institute CPPA Corrugated Polyethylene Pipe Association CRI Carpet&Rug Institute CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute CTI Cooling Technology Institute DHI Door and Hardware Institute EIMA EIFS Industry Members Association EJMA Expansion Joint Manufacturers Association, Inc. FCI Fluid Controls Institute FM Factory Mutual System FMG FM Global (Formerly: FM-Factory Mutual System) HI Hydronics Institute HMMA Hollow Metal Manufacturers Association HPVA Hardwood Plywood& Veneer Association ICEA Insulated Cable Engineers Association, Inc. ICRI International Concrete Repair Institute, Inc. IEEE Institute of Electrical and Electronics Engineers, Inc. IESNA Illuminating Engineering Society of North America IGMA Insulating Glass Manufacturers Alliance ILI Indiana Limestone Institute of America, Inc. ISSFA International Solid Surface Fabricators Association 11 U International Telecommunication Union KCMA Kitchen Cabinet Manufacturers Association LPI Lightning Protection Institute MBMA Metal Building Manufacturers Association MFMA Maple Flooring Manufacturers Association MSS Manufacturers Standardization Society of The Valve and Fittings Industry Inc. REFERENCES 01420 -3 PROJECT#07043-stone NAAMM National Association of Architectural Metal Manufacturers NADCA National Air Duct Cleaners Association NCMA National Concrete Masonry Association NCTA National Cable& Telecommunications Association NEBB National Environmental Balancing Bureau NECA National Electrical Contractors Association NEMA National Electrical Manufacturers Association NETA InterNational Electrical Testing Association NFPA National Fire Protection Association NHLA National Hardwood Lumber Association NRCA National Roofmg Contractors Association NRMCA National Ready Mixed Concrete Association NSF National Sanitation Foundation International NTMA National Terrazzo&Mosaic Association,Inc. �. OSHA Occupational Safety&Health Administration PCI Precast/Prestressed Concrete Institute PDCA Painting&Decorating Contractors of America PDI Plumbing&Drainage Institute RFCI Resilient Floor Covering Institute SAE SAE International SDI Steel Deck Institute SDI Steel Door Institute SIGMA Sealed Insulating Glass Manufacturers Association SJI Steel Joist Institute SMACNA Sheet Metal and Air Conditioning Contractors'National Association SPRI Single Ply Roofing Institute SWRI Sealant,Waterproofmg, &Restoration Institute TCA Tile Council of America,Inc. TIA/EIA Telecommunications Industry Association/Electronic Industries Alliance UBC Uniform Building Code UL Underwriters Laboratories Inc. UNI Uni-Bell PVC Pipe Association USGBC U.S. Green Building Council USITT United States Institute for Theatre Technology, Inc. WASTEC Waste Equipment Technology Association END OF SECTION 01420 REFERENCES 01420 -4 PROJECT#07043-stone 01500 -TEMPORARY FACILITIES AND CONTROLS 01500 PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes requirements for temporary utilities, support facilities, and security and protection facilities. 1.3 DEFINITIONS A. Permanent Enclosure: As determined by Architect, permanent or temporary roofing is complete, insulated, and weathertight; exterior walls are insulated and weathertight; and all openings are closed with permanent construction or substantial temporary closures. 1.4 USE CHARGES A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces, Architect, occupants of Project, testing agencies, and authorities having jurisdiction. B. Water Service: Water from Owner's existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. C. Electric Power Service: Electric power from Owner's existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. 1.5 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. TEMPORARY FACILITIES AND CONTROLS 01500 - 1 PROJECT=07043-stone PART 2 -PRODUCTS — 2.1 MATERIALS — 2.2 TEMPORARY FACILITIES A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading. 2.3 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. PART 3-EXECUTION 3.1 NSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. Water Service: Use of Owner's existing water service facilities will be peinutted, as long as — facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. 1. Where installations below an outlet might be damaged by spillage or leakage, provide a — drip pan of suitable size to minimize water damage. Drain accumulated water promptly from pans. 2. Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. — B. Electric Power Service: Use of Owner's existing electric power service will be permitted, as long as equipment is maintained in a condition acceptable to Owner. — C. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. Install one telephone line(s) for each field office. — 1. Provide additional telephone lines for the following: TEMPORARY FACILITIES AND CONTROLS 01500 - 2 PROJECT;=07043-stone a. Provide a dedicated telephone line for each facsimile machine. 2. At each telephone,post a list of important telephone numbers. a. Police and fire departments. b. Ambulance service. c. Contractor's home office. d. Architect's office. e. Principal subcontractors'field and home offices. 3. Provide superintendent with cellular telephone or portable two-way radio for use when away from field office. 3.3 SUPPORT FACILITIES INSTALLATION A. Parking: Provide temporary parking areas off site for construction personnel. B. Project Identification and Temporary Signs: Provide Project identification and other signs. Install signs where indicated to inform public and individuals seeking entrance to Project. Unauthorized signs are not permitted. 1. Provide temporary, directional signs for construction personnel and visitors. 2. Maintain and touchup signs so they are legible at all times. C. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. 1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities. 3.4 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials. C. Disposal: Transport waste materials off Owner's property and legally dispose of them. D. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Comply with Division 1 Section "Execution Requirements" for progress cleaning requirements. TEMPORARY FACILITIES AND CONTROLS 01500 - 3 PROJECT n07043-stone 3.5 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. B. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having — jurisdiction for erecting structurally adequate barricades, including warning sips and lighting. C. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. 3.6 OPERATION,TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Termination and Removal: Remove each temporary facility when need for its service has — ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces,and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements specified in Division 1 Section"Closeout Procedures." END OF SECTION 01500 `— TEMPORARY FACILITIES AND CONTROLS 01500- PROJECT =07043-stone • 01600- PRODUCT REQUIREMENTS 01600 PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 12 SUMMARY A. This Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; product substitutions; and comparable products. 1.3 DEFLNITIONS A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility, except that products consisting of recycled-content materials are allowed, unless explicitly stated otherwise. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process, or where indicated as a product substitution, to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. C. Basis-of-Design Product Specification: Where a specific manufacturer's product is named and accompanied by the words "basis of design," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of other named manufacturers. PRODUCT REQUIREMENTS 01600 - 1 PROJECT=07043-stone 1.4 SUBMITTALS A. Product List: Submit a list, in tabular form, showing specified products. Include generic names of products required. Include manufacturer's name and proprietary product names for each product. 1. Coordinate product list with Contractor's Construction Schedule and the Submittals Schedule.2. Form: Tabulate information for each product under the following column headings: a. Specification Section number and title. b. Proprietary name, model number, and similar designations. c. Manufacturer's name and address. d. Supplier's name and address. — e. Installer's name and address. f. Projected delivery date or time span of delivery period. g. Identification of items that require early submittal approval for scheduled delivery date. 3. Initial Submittal: Within 30 days after date of commencement of the Work, submit 3 copies of initial product list. Include a written explanation for omissions of data and for — variations from Contract requirements. a. At Contractor's option, initial submittal may be limited to product selections and designations that must be established early in Contract period. 4. Completed List: Within 60 days after date of commencement of the Work, submit 3 copies of completed product list. Include a written explanation for omissions of data and for variations from Contract requirements. 5. Architect's Action: Architect will respond in writing to Contractor within 15 days of receipt of completed product list. Architect's response will include a list of unacceptable — product selections and a brief explanation of reasons for this action. Architect's response, or lack of response, does not constitute a waiver of requirement to comply with the Contract Documents. — B. Substitution Requests: Submit two copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title — and Drawing numbers and titles. 1. Substitution Request Form: Use facsimile of form provided at end of Section. _ 2. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified material or product cannot be provided.b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight. size, durability, visual effect, and specific features and — requirements indicated. PRODUCT REQUIREMENTS 01600 -2 PROJECT=07043-stone d. Product Data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples, where applicable or requested. £ List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. h. Research/evaluation reports evidencing compliance with building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction. i. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. j. Cost information, including a proposal of change, if any, in the Contract Sum. k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated. 1. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within 7 days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later. a. Form of Acceptance: Change Order. b. Use product specified if Architect cannot make a decision on use of a proposed substitution within time allocated. C. Comparable Product Requests: Submit two copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within one week of receipt of a comparable product request. Architect will notify Contractor of approval or rejection of proposed comparable product request within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later. a. Form of Approval: As specified in Division 1 Section"Submittal Procedures." b. Use product specified if Architect cannot make a decision on use of a comparable product request within time allocated. D. Basis-of-Design Product Specification Submittal: Comply with requirements in Division 1 Section"Submittal Procedures." Show compliance with requirements. PRODUCT REQUIREMIENTS 01600 - 3 PROJECT rt07043-stone 1.5 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously selected, even if previously selected products were also options. 1. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors. — 2. If a dispute arises between contractors over concurrently selectable but incompatible products, Architect will determine which products shall be used. 1.6 PRODUCT DELIVERY, STORAGE,AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. B. Delivery and Handling: 1. Schedule delivery to minimize long-teiin storage at Project site and to prevent overcrowding of construction spaces. — 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking,protecting, and installing. 4. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. C. Storage: 1. Store products to allow for inspection and measurement of quantity or counting of units. 2. Store materials in a manner that will not endanger Project structure. -- 3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. 4. Store cementitious products and materials on elevated platforms. 5. Store foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 6. Comply with product manufacturer's written instructions for temperature, humidity,ventilation, and weather-protection requirements for storage. 7. Protect stored products from damage and liquids from freezing. 8. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner. — PRODCTCT REQUIREMENTS 01600 -4 —' PROJECT #07043-stone • 1.7 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. 2. Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Owner. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Submit a draft for approval before final execution. 1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed. 2. Specified Form: When specified forms are included with the Specifications, prepare a written document using appropriate foiin properly executed. 3. Refer to Divisions 2 through 16 Sections for specific content requirements and particular requirements for submitting special warranties. C. Submittal Time: Comply with requirements in Division 1 Section"Closeout Procedures." PART 2 -PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, that are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are —' specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. — 5. Where products are accompanied by the term "match sample," sample to be matched is Architect's. 6. Descriptive, performance, and reference standard requirements in the Specifications establish"salient characteristics" of products. 7. Or Equal: Where products are specified by name and accompanied by the term "or equal" or "or approved equal" or "or approved," comply with provisions in Part 2 "Comparable Products" Article to obtain approval for use of an unnamed product. PRODUCT REQUIREMENTS 01600 - 5 PROJECT=07043-stone B. Product Selection Procedures: 1. Product: Where Specifications name a single product and manufacturer, provide the named product that complies with requirements. 2. Manufacturer/Source: Where Specifications name a single manufacturer or source,provide a product by the named manufacturer or source that complies with requirements. 3. Products: Where Specifications include a list of names of both products and manufacturers, provide one of the products listed that complies with requirements. — 4. Manufacturers: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. 5. Available Products: Where Specifications include a list of names of both products and manufacturers, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with provisions in Part 2 "Comparable Products" Article for consideration of an unnamed product. 6. Available Manufacturers: Where Specifications include a list of manufacturers,provide a product by one of the manufacturers listed, or an unnamed manufacturer, that complies with requirements. Comply with provisions in Part 2 "Comparable Products" Article for consideration of an unnamed product. 7. Product Options: Where Specifications indicate that sizes, profiles, and dimensional requirements on Drawings are based on a specific product or system, provide the specified product or system. Comply with provisions in Part 2 "Product Substitutions"Article for consideration of an unnamed product or system. 8. Basis-of-Design Product: Where Specifications name a product and include a list of manufacturers, provide the specified product or a comparable product by one of the other -- named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with provisions in Part 2 "Comparable Products" Article for consideration of an unnamed product by the other named manufacturers. 9. Visual Matching Specification: Where Specifications require matching an established Sample, select a product that complies with requirements and matches Architect's sample. — Architect's decision will be final on whether a proposed product matches. a. If no product available within specified category matches and complies with other specified requirements, comply with provisions in Part 2 "Product Substitutions" — Article for proposal of product. 10. Visual Selection Specification: Where Specifications include the phrase "as selected from manufacturer's colors, patterns, textures" or a similar phrase, select a product that complies with other specified requirements. a. Standard Range: Where Specifications include the phrase "standard range of colors, patterns, textures" or similar phrase. Architect will select color, pattern, density, or texture from manufacturer's product line that does not include premium — items. b. Full Range: Where Specifications include the phrase "full range of colors, patterns. textures" or similar phrase, Architect will select color, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. PRODUCT REQUIREMENTS 01600 -6 PROJECT 407043-stone 2.2 PRODUCT SUBSTITUTIONS A. Timing: Architect will consider requests for substitution if received within 60 days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of Architect. B. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: 1. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. 2. Requested substitution does not require extensive revisions to the Contract Documents. 3. Requested substitution is consistent with the Contract Documents and will produce indicated results. 4. Substitution request is fully documented and properly submitted. 5. Requested substitution will not adversely affect Contractor's Construction Schedule. 6. Requested substitution has received necessary approvals of authorities having _ jurisdiction. 7. Requested substitution is compatible with other portions of the Work. 8. Requested substitution has been coordinated with other portions of the Work. 9. Requested substitution provides specified warranty. 10. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products,and is acceptable to all contractors involved. 2.3 COMPARABLE PRODUCTS A. Conditions: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied. Architect will return requests without action, except to record noncompliance with these requirements: 1. Evidence that the proposed product does not require extensive revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, -- durability, visual effect, and specific features and requirements indicated. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION 01600 PRODUCT REQUIREMENTS 01600 - 7 PROJECT 07043-stone PRODUCT SUBSTITUTION FORM TO: STRUXTURE ARCHITECTS 314 E. 4TH STREET WATERLOO,IA 50703 TEL: (319) 234-1515 FAX:(319) 234-1517 PROJECT: 2008 STONE REPLACEMENT FOR THE WATERLOO PUBLIC LIBRARY, WATERLOO,IOWA We hereby submit for your consideration the following product as substitute for specified item for the above project: SECTION PAGE PARAGRAPH/LINE SPECIFIED ITEM Proposed Substitution: Attach complete product description, drawings, photographs, performance and test data, warranty, information and other information necessary for evaluation. Identify specific model numbers, finishes, options,etc. A. Will changes be required to building design or drawing dimensions in order to properly install proposed substitution? Yes No! If yes,explain. B. Will the undersigned pay for changes to the building design,including engineering and drawings costs, caused by requested substitution? Yes_No___ C. Differences between proposed substitution and specified item. D. What affect does substitution have on other trades? Iry E. Does manufacturer's warranty of the proposed substitution differ from that specified? Yes no If yes,explain Submitted by: For architect's use only: Signature _Accepted _Accepted As Noted Firm Not accepted Received too Late Address Bv: Date: Remarks: Date: TELEPHONE: ►._ FAX: 4,. 01700- EXECUTION REQUIREMENTS 01700 PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes general procedural requirements governing execution of the Work including,but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. General installation of products. 4. Coordination of Owner-installed products. 5. Progress cleaning. 6. Starting and adjusting. 7. Protection of installed construction. 8. Correction of the Work. 1.3 SUBMITTALS A. Qualification Data: For professional engineer. B. Certificates: Submit certificate signed by land surveyor professional engineer certifying, that location and elevation of improvements comply with requirements. PART 2 - EXECUTION 2.1 EXAMLNATION A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence of other construction affecting the Work. 1. Before construction, verify the location and points of connection of utility services. EXECUTION REQUIREMENTS 01700 - 1 PROJECT#07043-stone B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Written Report: Where a written report listing conditions detrimental to performance of — the Work is required by other Sections, include the following: a. Description of the Work. — b. List of detrimental conditions, including substrates. c. List of unacceptable installation tolerances. d. Recommended corrections. 2. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 3. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 4. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 5. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 2.2 PREPARATION A. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. B. Space Requirements: Verify space requirements and dimensions of items shown — diagrammatically on Drawings. C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for —. clarification of the Contract Documents, submit a request for information to Architect. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. 2.5 INSTALLATION — A. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. D. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. E. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. EXECUTION REQUIREMENTS 01700 - 2 — PROJECT : 0 7 043-stone G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. H. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Allow for building movement, including thermal expansion and contraction. 2. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. I. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. J. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 2.7 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Coordinate progress cleaning for joint-use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. EXECUTION REQUIREMENTS 01700 - 3 PROJECT#07043-stone G. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted. H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from — damage or deterioration at Substantial Completion. I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. J. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. K. If cleaning is not done according to the above schedule, the Architect may direct the Owner and or other agencies to perform such cleaning and the prime contractors will each pay up to $20 per hour for such work. — 2.8 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. B. Adjust operating components for proper operation without binding. Adjust equipment for — proper operation. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. — Replace damaged and malfunctioning controls and equipment. D. Manufacturer's Field Service: If a factory-authorized service representative is required to inspect field-assembled components and equipment installation, comply with qualification requirements in Division 1 Section"Quality Requirements." 2.9 NOISE CONTROL Contractor shall consult the Architect and Owner concerning time for operating noisy equip- ment and demolition devices. The Contractor, where required, other than time scheduling, will provide provisions for noise control satisfactory to the Owner's operation and personnel. 2.10 PROTECTION OF REMAINING BUILDNGS & GROUNDS The Contractor shall protect the existing buildings, structures, equipment, trees, walks. carpet,ceilings, roofs etc., which are to remain. The Contractor will repair all damage to these. 2.11 PROTECTION OF INSTALLED CONSTRUCTION — A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. — B. Comply with manufacturer's written instructions for temperature and relative humidity. EXECUTION REQUIREMENTS 01700 -4 PROJECT 1-7=07043-stone 2.12 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. Comply with requirements in Division 1 Section"Cutting and Patching." _ 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials,and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION 01700 EXECUTION REQUIREMENTS 01700 -5 PROJECT 407043-stone 01731 - CUTTING AND PATCHING 01731 PART 1 - GENERAL 1.1 RELATED DOCUMENTS — A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes procedural requirements for cutting and patching. — 1.3 DEFINITIONS — A. Cutting: Removal of in-place construction necessary to permit installation or performance of other Work. B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. 1.4 QUALITY ASSURANCE A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio. B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. Operating elements include the following: 1. Primary operational systems and equipment. 2. Fire-suppression systems. 3. Mechanical systems piping and ducts. — 4. Control systems. 5. Communication systems. 6. Conveying systems. — 7. Electrical wiring systems. S. Operating systems of special construction in Division 13 Sections. CUTTING AND PATCHING 01731 - 1 PROJECT 407043-stone C. Miscellaneous Elements: Do not cut and patch miscellaneous elements or related components in a manner that could change their load-carrying capacity, that results in reducing their — capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. Miscellaneous elements include the following: 1. Water, moisture, or vapor barriers. 2. Membranes and flashings. 3. Exterior curtain-wall construction. — 4. Piping, ductwork, vessels, and equipment. D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. E. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 1.5 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. PART 2 -PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. B. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of in-place materials. CUTTING AND PATCHING 01731 - 2 PROJECT '407043-stone PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 3.2 PREPARATION — A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. — C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. — D. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas. — 3.3 PERFORMANCE — A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or — adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a — diamond-core drill. CUTTING AND PATCHING 01731 - 3 PROJECT#07043-stone 4. Excavating and Backfilling: Comply with requirements in applicable Division 2 Sections where required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Proceed with patching after construction operations requiring cutting are complete. C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. 3. Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. 4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition. D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils,putty, and similar materials. ENS OF SECTION 01731 CUTTING AND PATCHING 01731 - PROJECT m07043-stone 01732 - SELECTIVE DEMOLITION 01732 — PART 1 -GENERAL 1.1 RELATED DOCUMENTS — A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes the following: — 1. Demolition and removal of selected portions of building or structure. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off-site, unless — indicated to be removed and salvaged or removed and reinstalled. B. Existing to Remain: Existing items of construction that are not to be removed and that are not — otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. 1.4 QUALITY ASSURANCE A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work — similar in material and extent to that indicated for this Project. B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities — having jurisdiction. C. Standards: Comply with ANSI A10.6 and NFPA 241. — 1.5 PROJECT CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. 1. Comply with requirements specified in Division 1 Section "Summary." B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as — far as practical. SELECTIVE DEMOLITION 01732 - 1 PROJECT#07043-stone C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Hazardous Materials: It is unknown whether hazardous material will be encountered in the Work. 1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Owner will remove hazardous materials under a separate contract. G. Storage or sale of removed items or materials on-site is not permitted. H. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire-protection facilities in service during selective demolition operations. 1.6 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties. PART 2 -PRODUCTS (Not Used) PART 3- EXECUTION 3.1 EXAMLNATION A. Verify that utilities have been disconnected and capped. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. C. Items noted on demolition plans not withstanding, contractor will be responsible for all demolition required to perform the work, whether shown or not. No additional remuneration will be paid for this work. D. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged. E. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. SELECTIVE DEMOLITION 01732 - 2 PROJECT #07043-stone 32 PREPARATION A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Comply with requirements for access and protection specified in Division 1 Section "Temporary Facilities and Controls." — B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. — 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. ._ 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 4. Cover and protect furniture, furnishings, and equipment that have not been removed. 5. Comply with requirements for temporary enclosures, dust control, heating, and cooling — specified in Division 1 Section"Temporary Facilities and Controls." C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of selective demolition. 3.3 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new — construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and — chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring — existing finished surfaces. 3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression — devices during flame-cutting operations. 4. Maintain adequate ventilation when using cutting torches. 5. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and — promptly dispose of off-site. SELECTIVE DEMOLITION 01732 - 3 — PROJECT#07043-stone 6. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 7. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 8. Dispose of demolished items and materials promptly. B. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. 3.4 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Windows: Demolish in small sections. Cut existing units at junctures with construction to remain,using power-driven saw, then remove window units between saw cuts. 3.5 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill. 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. 4. Comply with requirements specified in Division 1 Section "Construction Waste Management." B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 3.6 CLEANLNG A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. 3.8 SELECTIVE DEMOLITION SCHEDULE A. Existing Items to be Removed. Existing stone panels and concrete sidewalks, curbs and parking lot areas as shown on plans. END OF SECTION 01732 SELECTIVE DEMOLITION 01732 -4 PROJECT 407043-stone 01770 - CLOSEOUT PROCEDURES 01770 PART 1 -GENERAL — I.1 RELATED DOCUMENTS — A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, — including,but not limited to, the following: I. Inspection procedures. — 2. Warranties. 3. Final cleaning. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial — Completion,complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on — the list, and reasons why the Work is not complete. 2. Advise Architect of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, damage or settlement surveys, and similar final record information. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. 7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. — 8. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 9. Complete final cleaning requirements, including touchup painting.10. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. CLOSEOUT PROCEDURES 01770 - 1 — PROJECT :07043-stone B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. 1.4 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining. date of Final Completion, complete the following: 1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures." 2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Submit pest-control final inspection report and warranty. 5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. 6. All trailers, construction signs, unused, broken or demolition materials have been re- moved from the site and the premises returned to the original condition in the opinion of the Architect. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. If additional visits are required because the work has not been completed satisfactorily, the Architect (also the Engineer for Mechanical and Electrical Contracts), will bill the Owner for these visits, and this cost will be deducted from the Contractor's final payment. The cost of these visits will be figured at $133 per hour from the Architect's office to the site and back again, plus mileage for that travel at the current allowable IRS rate. An equal allowance will be allowed for the Engineer from their office. CLOSEOUT PROCEDURES 01770 - 2 PROJECT 407043-stone 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary,areas disturbed by Contractor that are outside the limits of construction.I. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor. 2. Organize items applying to each space by major element, including categories for ceiling,individual walls, floors. 3. Include the following information at the top of each page: a. Project name. b. Date. c. Name of Architect. d. Name of Contractor. e. Page number. 1.6 WARRANTIES A. Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is — indicated. B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, — thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper. 2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark — tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. — 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. 4. Submit to Architect for approval. — D. Provide additional copies of each warranty to include in operation and maintenance manuals. PART 2 -PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially — hazardous to health or property or that might damage finished surfaces. CLOSEOUT PROCEDURES 01770 - 3 — PROJECT#07043-stone PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. c. Remove tools, construction equipment, machinery, and surplus material from Project site. d. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. e. Remove debris and surface dust from limited access spaces, including roofs, attics, and similar spaces. f. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if visible soil or stains remain. g. Clean transparent windows. Remove glazing compounds and other noticeable, vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. h. Remove labels that are not permanent. i. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. j. Leave Project clean and ready for occupancy. C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 01770 CLOSEOUT PROCEDURES 01770 -4 PROJECT#07043-stone 01781 - PROJECT RECORD DOCUMENTS 01781 PART 1 -GENERAL — 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or — related. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. 1.3 SUBMITTALS A. Record Drawings: Comply with the following: — 1. Number of Copies: Submit two sets of marked-up Record Prints. B. Record Specifications: Submit one copy of Projects Specifications, including addenda and contract modifications. C. Record Product Data: Submit two copies of each Product Data submittal. 1. Where Record Product Data is required as part of operation and maintenance manuals, submit marked-up Product Data as an insert in manual instead of submittal as Record — Product Data. PROJECT RECORD DOCUMENTS 01781 - 1 — PROJECT=07043-stone PART 2 - PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of blue- or black-line white prints of the Contract Drawings and Shop Drawings. 1. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an understandable drawing technique. c. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. 2. Content: Types of items requiring marking include,but are not limited to, the following: a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. c. Changes made by Change Order or Construction Change Directive. d. Changes made following Architect's written orders. e. Details not on the original Contract Drawings. f. Field records for variable and concealed conditions. g. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings. 4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. B. Record Transparencies: Immediately before inspection for Certificate of Substantial Completion, review marked-up Record Prints with Architect. When authorized, prepare a full set of corrected transparencies of the Contract Drawings and Shop Drawings. 1. Incorporate changes and additional information previously marked on Record Prints. Erase, redraw,and add details and notations where applicable. 2. Refer instances of uncertainty to Architect for resolution. 3. Owner will furnish Contractor one set of transparencies of the Contract Drawings for use in recording information. 4. Print the Contract Drawings and Shop Drawings for use as Record Transparencies. Architect will make the Contract Drawings available to Contractor's print shop. PROJECT RECORD DOCUMENTS 01781 -2 PROJECT#0 7043-stone C. Format: Identify and date each Record Drawing; include the designation"PROJECT RECORD DRAWING" in a prominent location. 1. Record Prints: Organize Record Prints and newly prepared Record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification —' on cover sheets. 2. Record Transparencies: Organize into unbound sets matching Record Prints. Place transparencies in durable tube-type drawing containers with end caps. Mark end cap of each container with identification. If container does not include a complete set, identify Drawings included. 3. Identification: As follows: — a. Project name. b. Date. c. Designation"PROJECT RECORD DRAWINGS." — d. Name of Architect. e. Name of Contractor. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation — varies from that indicated in Specifications,addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. — 3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made. 4. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data. 5. Note related Change Orders,Record Product Data, and Record Drawings where applicable. PART 3-EXECUTION 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one copy of each submittal during the construction period for Project — Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and — in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours. END OF SECTION 01781 PROJECT RECORD DOCUMENTS 01781 -3 PROJECT 40 7043-stone 01782 -OPERATION AND MAINTENANCE DATA 01782 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following: 1. Operation and maintenance documentation directory. 2. Emergency manuals. 3. Operation manuals for systems, subsystems, and equipment. 4. Maintenance manuals for the care and maintenance of products, materials, and finishes systems and equipment. 1.3 DEFINITIONS A. System: An organized collection of parts, equipment, or subsystems united by regular interaction. B. Subsystem: A portion of a system with characteristics similar to a system. 1.4 SUBMITTALS A. Final Submittal: Submit three copies of each manual in final form at least 15 days before final inspection. Architect will return copy with comments within 15 days after final inspection. 15 COORDINATION A. Where operation and maintenance documentation includes information on installations by more than one factory-authorized service representative, assemble and coordinate information furnished by representatives and prepare manuals. OPERATION AND MAINTENANCE DATA 01 782 - 1 PROJECT#07043-stone PART 2 -PRODUCTS 2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY A. Organization: Include a section in the directory for each of the following: 1. List of documents. — 2. List of equipment. 3. Table of contents. B. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in separate list. C. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance — manual. D. Identification: In the documentation directory and in each operation and maintenance manual, — identify each system, subsystem, and piece of equipment with same designation used in the Contract Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building — Systems." 2.2 MANUALS.GENERAL A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials,in the order listed: 1. Title page.2. Table of contents. 3. Manual contents. B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information: 1. Subject matter included in manual. — 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name, address, and telephone number of Contractor. 6. Name and address of Architect. 7. Cross-reference to related systems in other operation and maintenance manuals. C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. — 1. If operation or maintenance documentation requires more than one volume to accommodate data, include comprehensive table of contents for all volumes in each volume of the set. OPERATION AND MAINTENANCE DATA 01782 - 2 PROJECT#07043-stone D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment,and components of one system into a single binder. 1. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8-1/2-by-1 1-inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets. a. If two or more binders are necessary to accommodate data of a system, organize data in each binder into groupings by subsystem and related components. Cross- reference other binders if necessary to provide essential information for proper operation or maintenance of equipment or system. b. Identify each binder on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate volume number for multiple-volume sets. 2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual. 3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software diskettes for computerized electronic equipment. 4. Supplementary Text: Prepared on 8-1/2-by-11-inch white bond paper. 5. Drawings: Attach reinforced,punched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts. b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations. 2.3 OPERATION MANUALS A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: 1. System, subsystem, and equipment descriptions. 2. Performance and design criteria if Contractor is delegated design responsibility. -' 3. Operating standards. 4. Operating procedures. 5. Precautions against improper use. 6. License requirements including inspection and renewal dates. OPERATION AND MAINTENANCE DATA 01 782 - 3 PROJECT 407043-stone B. Descriptions: Include the following: 1. Product name and model number. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. '- 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. — 7. Performance curves. 8. Engineering data and tests. 9. Complete nomenclature and number of replacement parts. — C. Operating Procedures: Include the following, as applicable: 1. Routine and normal operating instructions. 2. Special operating instructions and procedures. 2.4 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below. B. Source Information: List each system, subsystem, and piece of equipment included in manual, identified by product name and arranged to match manual's table of contents. For each product,list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual. C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the following information for each component part or piece of equipment: 1. Standard printed maintenance instructions and bulletins.2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal, replacement, and assembly. 3. Identification and nomenclature of parts and components. — 4. List of items recommended to be stocked as spare parts. D. Maintenance Procedures: Include the following information and items that detail essential — maintenance procedures: 1. Test and inspection instructions. 2. Troubleshooting guide. 3. Precautions against improper maintenance. 4. Disassembly; component removal, repair, and replacement; and reassembly instructions. 5. Aligning, adjusting, and checking instructions. — 6. Demonstration and training videotape, if available. OPERATION AND MALNTEN ONCE DATA 01782 - 4 PROJECT#07043-stone E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment. 1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly, semiannual, and annual frequencies. 2. Maintenance and Service Record: Include manufacturers' forms for recording maintenance. — F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services. G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent. H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. PART 3 - EXECUTION — 3.1 MANUAL PREPARATION A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency,operation, and maintenance manuals. B. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system. 1. Engage a factory-authorized service representative to assemble and prepare information — for each system, subsystem, and piece of equipment not part of a system. 2. Prepare a separate manual for each system and subsystem, in the form of an instructional manual for use by Owner's operating personnel. C. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. 1. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necessary for proper operation and maintenance of equipment or systems. OPERATION AND MALNTENANCE DATA 01782 - 3 PROJECT;407043-stone D. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and — flow diagrams. Coordinate these drawings with information contained in Record Drawings to ensure correct illustration of completed installation. 1. Do not use original Project Record Documents as part of operation and maintenance manuals. 2. Comply with requirements of newly prepared Record Drawings in Division 1 Section — "Project Record Documents." E. Comply with Division 1 Section "Closeout Procedures" for schedule for submitting operation and maintenance documentation. F. Operations and Maintenance Data: Each contractor shall provide to the Owner a three-ring binder holding all information concerning the operations and maintenance of all equipment. This will include all items in Specification Divisions II through XVI. All manuals and litera- ture will be neatly bound and indexed. These manuals created by the General Contractor shall be submitted to the Architect for ap- proval. The Mechanical and Electrical Contractors shall submit theirs directly to the Engineer for approval. Individual product contractors shall submit theirs to the Architect. Upon approv- al,the Architect and Engineer will transmit these on to the Owner. END OF SECTION 01782 OPERATION AND MAINTENANCE DATA 01782 - 6 PROJECT#07043-stone 02230- SITE CLEARING 02230 PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes the following: 1. Protecting existing trees and grass to remain. 2. Removing existing shrubs and grass. 3. Removing above-and below-grade site improvements. 4. Disconnecting site utilities. 5. Temporary erosion and sedimentation control measures. - 1.3 DEFINITIONS A. Topsoil: Natural or cultivated surface-soil layer containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches in diameter; and free of subsoil and weeds, roots, toxic materials, or other nonsoil materials. B. Tree Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction, and defined by the drip line of individual trees or the perimeter drip line of groups of trees, unless otherwise indicated. 1.4 MATERIAL OWNERSHIP A. Except for stripped topsoil or other materials indicated to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.5 SUBMITTALS A. Record drawings, according to Division 1 Section "Project Record Documents," identifying and accurately locating capped utilities and other subsurface structural, electrical, and mechanical conditions. SITE CLEARING 02230 - 1 PROJECT 407043-stone 1.6 QUALITY ASSURANCE A. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." 1.7 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. B. Improvements on Adjoining Property: Authority for performing site clearing indicated on property adjoining Owner's property will be obtained by Owner before award of Contract.I. Do not proceed with work on adjoining property until directed by Architect. C. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's — premises where indicated. D. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing. E. Do not commence site-clearing operations until temporary erosion and sedimentation control measures are in place. PART 2 - PRODUCTS s 2.1 SOIL MATERIALS — A. Satisfactory Soil Materials: Requirements for satisfactory soil materials are specified in Division 2 Section"Earthwork." 1. Obtain approved borrow soil materials off-site when satisfactory soil materials are not available on-site. PART 3 - EXECUTION 3.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition. as acceptable to Owner. SITE CLEARING 02230 PROJECT#07043-stone 3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. 3.3 TREE PROTECTION A. Erect and maintain temporary fencing around tree protection zones before starting site clearing. —. Remove fence when construction is complete. 1. Do not store construction materials, debris,or excavated material within fenced area. 2. Do not permit vehicles, equipment, or foot traffic within fenced area. 3. Maintain fenced area free of weeds and trash. B. Do not excavate within tree protection zones, unless otherwise indicated. C. Where excavation for new construction is required within tree protection zones, hand clear and excavate to minimize damage to root systems. Use narrow-tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possible. 1. Cover exposed roots with burlap and water regularly. 2. Temporarily support and protect roots from damage until they are permanently redirected and covered with soil. 3. Coat cut faces of roots more than 1-1/2 inches in diameter with an emulsified asphalt or other approved coating formulated for use on damaged plant tissues. 4. Backfill with soil as soon as possible. D. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations, in a manner approved by Architect. 1. Employ an arborist, licensed in jurisdiction where Project is located, to submit details of proposed repairs and to repair damage to trees and shrubs. 2. Replace trees that cannot be repaired and restored to full-growth status, as determined by Architect. 3.4 UTILITIES A. Owner will arrange for disconnecting and sealing indicated utilities that serve existing structures before site clearing, when requested by Contractor. 1. Verify that utilities have been disconnected and capped before proceeding with site clearing. SITE CLEARING 02230 - 3 PROJECT m07043-stone B. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed. 1. Arrange with utility companies to shut off indicated utilities. 2. Owner will arrange to shut off indicated utilities when requested by Contractor. C. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Architect not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Architect's written permission. D. Excavate for and remove underground utilities indicated to be removed. E. Removal of underground utilities is included in Division 2 Sections covering site utilities. 3.5 CLEARING AND GRUBBING — A. Remove obstructions, shrubs, grass, and other vegetation to permit installation of new construction. — 1. Do not remove trees,shrubs, and other vegetation indicated to remain or to be relocated. 2. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. 3. Grind stumps and remove roots, obstructions, and debris extending to a depth of 18 inches below exposed subgrade.4. Use only hand methods for grubbing within tree protection zone. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. 1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches, and compact each layer to a density equal to adjacent original ground. — 3.6 TOPSOIL STRIPPING A. Remove sod and grass before stripping topsoil. B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with underlying subsoil or other waste materials. 1. Remove subsoil and nonsoil materials from topsoil, including trash, debris, weeds, roots, — and other waste materials. C. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust. 1. Limit height of topsoil stockpiles to 72 inches. 2. Do not stockpile topsoil within tree protection zones. — 3. Dispose of excess topsoil as specified for waste material disposal. 4. Stockpile surplus topsoil to allow for respreading deeper topsoil. SITE CLEARING 02230 -4 PROJECT-407043-stone 3.7 SITE IMPROVEMENTS A. Remove existing above- and below-grade improvements as indicated and as necessary to facilitate new construction. B. Remove slabs, paving, curbs, gutters, and aggregate base as indicated. 1. Unless existing full-depth joints coincide with line of demolition, neatly saw-cut length of existing pavement to remain before removing existing pavement. Saw-cut faces vertically. 2. Paint cut ends of steel reinforcement in concrete to remain to prevent corrosion. 3.8 DISPOSAL A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. 1. Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. END OF SECTION 02230 SITE CLEARING 02230 - 5 PROJECT m07043-stone 02741 - HOT-MIX ASPHALT PAVING 02741 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections (including Division I), and other Divisions and Sections of the Specifications to which the products, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes the following: — 1. Hot-mix asphalt paving. 2. Hot-mix asphalt patching. 3. Hot-mix asphalt paving overlay. 4. Asphalt surface treatments. 5. Cold milling of existing hot-mix asphalt pavement. _ 1.3 DEFLNITIONS A. Hot-Mix Asphalt Paving Terminology: Refer to ASTM D 8 for definitions of terms. B. IDOT: Iowa Department of Transportation. "Standard Specifications for Highway and Bridge --- Construction"latest series. 1.4 SYSTEM DESCRIPTION A. Provide hot-mix asphalt paving according to materials, workmanship, and other applicable _ requirements of standard specifications of state or local IDOT. 1. Standard Specification: Iowa Department of Transportation(IDOT) and Asphalt Parking Association of Iowa(APAI). 2. Measurement and payment provisions and safety program submittals included in standard specifications do not apply to this Section. 1.5 SUBMITTALS A. Product Data: For each type of product indicated. Include technical data and tested physical and performance properties. B. Job-Mix Designs: Certification, by authorities having jurisdiction, of approval of each job mix proposed for the Work. HOT-MLA{ ASPHALT PAVING 02741 - 1 PROJECT 407043-stone C. Job-Mix Designs: For each job mix proposed for the Work. D. Qualification Data: For manufacturer. E. Material Test Reports: For each paving material. F. Material Certificates: For each paving material, signed by manufacturers. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: A qualified manufacturer. 1. Paving Mix Manufacturer shall be registered with and approved by authorities having jurisdiction or the[DOT of the State of Iowa. B. Testing Agency Qualifications: Qualified according to ASTM D 3666 for testing indicated, as documented according to ASTM E 548. C. Regulatory Requirements: Comply with[DOT for asphalt paving work. D. Asphalt-Paving Publication: Comply with AI MS-22, "Construction of Hot Mix Asphalt Pavements," unless more stringent requirements are indicated. E. Preconstruction Conference: Conduct conference at Project site to comply with requirements in —' Division 1 Section "Project Management and Coordination." Review methods and procedures related to hot-mix asphalt paving including, but not limited to, the following: 1. Review proposed sources of paving materials, including capabilities and location of plant that will manufacture hot-mix asphalt. 2. Review condition of subgrade and preparatory work. 3. Review requirements for protecting paving work, including restriction of traffic during installation period and for remainder of construction period. 4. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver pavement-marking materials to Project site in original packages with seals unbroken and bearing manufacturer's labels containing brand name and type of material, date of manufacture, and directions for storage. 1.8 PROJECT CONDITIONS A. Environmental Limitations: Do not apply asphalt materials if subgrade is wet or excessively damp or if the following conditions are not met: 1. Prime and Tack Coats: Minimum surface temperature of 60 deg F. (Note: at asphalt base) HOT-MLY ASPHALT PAVING 02741 -2 -- PROJECT #07043-stone 2. Slurry Coat: Comply with weather limitations of ASTM D 3910. (Note: cheaper alternative over existing asphalt, but rough) 3. Asphalt Base Course: Minimum surface temperature of 40 deg F and rising at time of placement. 4. Asphalt Surface Course: Minimum surface temperature of 60 deg F at time of placement. PART 2-PRODUCTS 2.1 AGGREGATES — A. General: Use materials and gradations that have performed satisfactorily in previous installations. B. Coarse Aggregate: ASTM D 692, sound; angular crushed stone, crushed gravel, or properly cured, crushed blast-furnace slag. C. Fine Aggregate: DOT sharp-edged natural sand or sand prepared from stone, gravel, properly cured blast-furnace slag, or combinations thereof. 1. For hot-mix asphalt, limit natural sand to a maximum of 40 percent by weight of the total aggregate mass. D. Mineral Filler: DOT, rock or slag dust, hydraulic cement, or other inert material. 2.2 ASPHALT MATERIALS A. Asphalt Binder: DOT, PG 64-22 (for Waterloo, South of Waterloo & Parkinz Lots) or — PG 58-28 (North of Waterloo). B. Asphalt Cement: ASTM D 946 for penetration-graded material.C. Tack Coat: IDOT SS-1, SS-IH, CSS-1 or CSS-1H (mixing of CSS & SS grades not permitted) emulsified asphalt of suitable grade and consistency for application. D. Water: Potable. 2.3 AUXILIARY MATERIALS A. Herbicide: Commercial chemical for weed control, registered by the EPA. Provide in — granular, liquid,or wettable powder form. B. Sand: IDOT 4117 Grade Nos. 2 or 3. — C. Paving Geotextile: IDOT, nonwoven polypropylene; resistant to chemical attack, rot, and mildew; and specifically designed for paving applications. — HOT-MLX ASPHALT PAVING 02741 - 3 PROJECT=07043-stone Material used to stabilize a subgrade under pavement or pavement patches shall be capable of withstanding installation stresses. The material shall have the following properties for the type specified for use in the contract documents. POLYMER GRID Property Value Test Method _ Minimum tensile strength 250 lbs/ft. Geosynthetic Research Institute at 2% strain. Both directions. (3650 N/m) (GRI)Test Method GGI-87. Maximum aperture. 2 in. Internal Dimension Both directions. (50 mm) Measuring Calipers Minimum aperture. 0.5 in. Internal Dimensions -- Both directions. (13 mm) Measuring Calipers Minimum Ultimate 800 lbs/ft. GRI Test Method(GG2-87) junction strength. (11,675 N/m) Both directions. D. Joint Sealant: ASTM D 3405 hot-applied, single-component, petro polymer-modified bituminous sealant modified as follows: Penetration at 77° F (25° C), Bond at -20° F (-29°C) standard. E. Wheel Stops: Precast, air-entrained concrete, 2500-psi minimum compressive strength, [4-1/2 inches high by 9 inches wide by 72 inches long] <Insert dimensions>. Provide chamfered corners and drainage slots on underside and holes for anchoring to substrate. 1. Dowels: Galvanized steel, 3/4-inch diameter, 10-inch minimum length. 2.4 MLXES A. Hot-Mix Asphalt: Dense, hot-laid, hot-mix asphalt plant mixes approved by DOT designed according to procedures in IDOT 2303 Hot Mix Asphalt Mixture 1,000,000 ESAL. 1. Provide mixes with a history of satisfactory performance in geographical area where Project is located. 2. Provide mixes complying with composition, grading, and tolerance requirements in — [DOT 2303 for the following nominal, maximum aggregate sizes: a. Base Course: 3,4 inch per DOT 2303-0041750. b. Surface Course: 1/2 inch per IDOT 2303-0043504. B. Emulsified-Asphalt Slurry: ISSA A105 Type consisting of emulsified asphalt, fine aggregate, and mineral fillers. (ONLY ON REHABILATION OF SURFACE) HOT-MLX ASPHALT PAVING 02741 -4 PROJECT Y07043-stone PART 3 -EXECUTION 3.1 EXAMINATION A. Verify that subgrade is dry and in suitable condition to support paving and imposed loads. B. Proof-roll subbase using heavy, pneumatic-tired rollers to locate areas that are unstable or that — require further compaction. C. Proceed with paving only after unsatisfactory conditions have been corrected. 3.2 COLD MILLING A. Clean existing pavement surface of loose and deleterious material immediately before cold milling. Remove existing asphalt pavement by cold milling to grades and cross sections indicated. — 1. Mill to a depth of[1-1/2 inches] [2 inches] [3 inches] up to 10". 2. Mill to a uniform finished surface free of gouges,grooves, and ridges.3. Control rate of milling to prevent tearing of existing asphalt course. 4. Repair or replace curbs, manholes, and other construction damaged during cold milling. 5. Excavate and trim unbound-aggregate base course, if encountered, and keep material separate from milled hot-mix asphalt. 6. Transport milled hot-mix asphalt to asphalt recycling facility.7. Keep milled pavement surface free of loose material and dust. 3.3 PATCHING A. Hot-Mix Asphalt Pavement: Saw cut perimeter of patch and excavate existing pavement section to sound base. Excavate rectangular or trapezoidal patches, extending 12 inches into adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. Remove excavated material. Recompact existing unbound-aggregate base course to form new subgrade. B. Tack Coat: Apply uniformly to vertical surfaces abutting or projecting into new, hot-mix asphalt paving at a rate of 0.05 to 0.15 gal./sq. yd.. — 1. Allow tack coat to cure undisturbed before applying hot-mix asphalt paving. 2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings. Remove spillages and clean affected surfaces. C. Patching: Fill excavated pavements with hot-mix asphalt base mix and, while still hot, compact flush with adjacent surface. HOT-MLX ASPHALT PAVING 02741 - 5 PROJECT m07043-stone • 3.4 REPAIRS A. Leveling Course: Install and compact leveling course consisting of hot-mix asphalt base course to level sags and fill depressions deeper than 1 inch in existing pavements. 1. Install leveling wedges in compacted lifts not exceeding 3 inches thick. B. Crack and Joint Filling: Remove existing joint filler material from cracks or joints to a depth of [1/4 inch] <Insert depth>. (ONLY IF SEAL COATED) 1. Clean cracks and joints in existing hot-mix asphalt pavement. 2. Use emulsified-asphalt slurry to seal cracks and joints less than 1/4 inch wide. Fill flush with surface of existing pavement and remove excess. 3. Use hot-applied joint sealant to seal cracks and joints more than 1/4 inch wide. Fill flush with surface of existing pavement and remove excess. 3.5 SURFACE PREPARATION A. General: Immediately before placing asphalt materials, remove loose and deleterious material from substrate surfaces. Ensure that prepared subgrade is ready to receive paving. 1. Sweep loose granular particles from surface of unbound-aggregate base course. Do not dislodge or disturb aggregate embedded in compacted surface of base course. B. Herbicide Treatment: Apply herbicide according to manufacturer's recommended rates and written application instructions. Apply to dry, prepared subgrade or surface of compacted-aggregate base before applying paving materials. C. Tack Coat: Apply uniformly to surfaces of existing pavement at a rate of 0.05 to 0.15 gal./sq. yd.. 1. Allow tack coat to cure undisturbed before applying hot-mix asphalt paving. 2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings. Remove spillages and clean affected surfaces. 3.6 SUB-PAVING GEOTEXTILE INSTALLATION A. Place paving geotextile promptly according to manufacturer's written instructions. Broom or roll geotextile smooth and free of wrinkles and folds. Overlap longitudinal -- joints 4 inches and transverse joints 6 inches. 1. Protect paving geotextile from traffic and other damage and place hot-mix asphalt paving overlay the same day. 3.7 HOT-MLX ASPHALT PLACING A. Machine place hot-mix asphalt on prepared surface, spread uniformly. and strike off. Place asphalt mix by hand to areas inaccessible to equipment in a manner that prevents segregation of mix. Place each course to required grade, cross section, and thickness when compacted. HOT-MIX ASPHALT PAVING 02 741 -6 -- PROJECT 407043-stone 1. Place hot-mix asphalt base course in number of lifts and thicknesses indicated. _ 2. Place hot-mix asphalt surface course in single lift. 3. Spread mix at minimum temperature of 250 deg F. 4. Regulate paver machine speed to obtain smooth, continuous surface free of pulls and tears in asphalt-paving mat. — B. Place paving in consecutive strips not less than 10 feet wide unless infill edge strips of a lesser width are required. — 1. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete a section of asphalt base course before placing asphalt surface course. C. Promptly correct surface irregularities in paving course behind paver. Use suitable hand tools to remove excess material forming high spots. Fill depressions with hot-mix asphalt to prevent segregation of mix; use suitable hand tools to smooth surface. 3.8 JOLNTS A. Construct joints to ensure a continuous bond between adjoining paving sections. Construct — joints free of depressions with same texture and smoothness as other sections of hot-mix asphalt course. 1. Clean contact surfaces and apply tack coat to joints. 2. Stack longitudinal joints, in successive courses, if necessary. 3. Offset transverse joints, in successive courses,a minimum of 24 inches.4. Construct transverse joints as described in AI MS-22, "Construction of Hot Mix Asphalt Pavements." 5. Compact joints as soon as hot-mix asphalt will bear roller weight without excessive displacement. 6. Compact asphalt at joints to a density within 2 percent of specified course density. 3.9 COMPACTION A. General: Begin compaction as soon as placed hot-mix paving will bear roller weight without — excessive displacement. Compact hot-mix paving with hot, hand tampers or vibratory-plate compactors in areas inaccessible to rollers. 1. Complete compaction before mix temperature cools to 185 deg F. B. Breakdown Rolling: Complete breakdown or initial rolling immediately after rolling joints and outside edge. Examine surface immediately after breakdown rolling for indicated crown, grade, and smoothness. Correct laydown and rolling operations to comply with requirements. C. Intermediate Rolling: Begin intermediate rolling immediately after breakdown rolling while hot-mix asphalt is still hot enough to achieve specified density. Continue rolling until hot-mix asphalt course has been uniformly compacted to the following density: HOT-MLX ASPHALT PAVING 02741 - 7 PROJECT;07043-stone 1. Average Density: 96 percent of reference laboratory density according to AASHTO T 245, but not less than 94 percent nor greater than 100 percent. 2. Average Density: 92 percent of reference maximum theoretical density according to ASTM D 2041, but not less than 90 percent nor greater than 96 percent. D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot-mix asphalt is still warm. E. Edge Shaping: While surface is being compacted and fuushed, trim edges of pavement to proper alignment. Bevel edges while asphalt is still hot; compact thoroughly. F. Repairs: Remove paved areas that are defective or contaminated with foreign materials and replace with fresh, hot-mix asphalt. Compact by rolling to specified density and surface smoothness. G. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. H. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. 3.10 INSTALLATION TOLERANCES A. Thickness: Compact each course to produce the thickness indicated within the following tolerances: 1. Base Course: Plus or minus 1/2 inch. 2. Surface Course: Plus 1/4 inch, no minus. B. Surface Smoothness: Compact each course to produce a surface smoothness within the following tolerances as determined by using a 10-foot straightedge applied transversely or longitudinally to paved areas: 1. Base Course: [1/4 inch] <Insert size>. — 2. Surface Course: [1/8 inch] <Insert size>. 3. Crowned Surfaces: Test with crowned template centered and at right angle to crown. Maximum allowable variance from template is 1/4 inch. 3.11 ASPHALT CURBS A. Construct hot-mix asphalt curbs over compacted pavement surfaces. Apply a light tack coat unless pavement surface is still tacky and free from dust. Spread mix at minimum temperature of 250 deg F. 1. Asphalt Mix: Same as pavement surface-course mix. B. Place hot-mix asphalt to curb cross section indicated or, if not indicated, to local standard shapes, by machine or by hand in wood or metal forms. Tamp hand-placed materials and screed to smooth finish. Remove forms after hot-mix asphalt has cooled. HOT-MLY ASPHALT PAVING 02741 - 8 -- PROJECT 407043-stone 3.12 SURFACE TREATMENTS A. Slurry Seals: Apply slurry coat in a uniform thickness according to ASTM D 3910 and allow to cure. 1. Roll slurry seal to remove ridges and provide a uniform,smooth surface. 3.13 WHEEL STOPS A. Securely attach wheel stops into pavement with not less than two galvanized steel dowels — embedded at one-quarter to one-third points. Securely install dowels into pavement. Recess head of dowel beneath top of wheel stop. 3.14 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections and to prepare test reports. 1. Testing agency will conduct and interpret tests and state in each report whether tested — Work complies with or deviates from specified requirements. B. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. C. Thickness: In-place compacted thickness of hot-mix asphalt courses will be determined according to ASTM D 3549. —" D. Surface Smoothness: Finished surface of each hot-mix asphalt course will be tested for compliance with smoothness tolerances. — E. In-Place Density: IDOT — Class uncompacted paving mixtures and compacted pavement according to. — Class II Compaction: For all rollers, the initial contact with the hot mixture shall be made by the power driven wheels or roll. — The initial rolling shall be done at a temperature so the mixture will compact without excessive distortion. Except on longitudinal joints and super-elevated curves, rolling with the initial roller _ shall begin at the outer edges of the pavement and each successive pass shall progress inward toward the center line. Each reverse trip shall lap all but 4 to 6 inches (100 to 150 mm) of the previous track. When reversing direction, the initial roller shall stop at an angle with the longitudinal direction. Following the initial rolling, the layer shall be given an intermediate rolling with a pneumatic tired roller and before the temperature falls below 225' F (110° C). The intermediate roller shall cover the entire area not less than six times. A finish, steel tired roller shall be used to smooth out all marks and roughness in the surface. Mechanical tampers shall be sued for areas inaccessible to the rollers. HOT-MIX ASPHALT PAVING 02741 - 9 — PROJECT#07043-stone F. Remove and replace or install additional hot-mix asphalt where test results or measurements indicate that it does not comply with specified requirements. 3.15 DISPOSAL A. Except for material indicated to be recycled, remove excavated materials from Project site and legally dispose of them. 1. Do not allow excavated materials to accumulate on-site. END OF SECTION 02741 HOT-MIX ASPHALT PAVLNG 02 741 - 10 .., PROJECT#07043-stone 02751 -CEMENT CONCRETE PAVEMENT 02751 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections eluding Division I), and other Divisions and Sections of the Specifications to which the prod- _ ucts, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes exterior cement concrete pavement for the following: 1. Curbs and gutters. 2. Walkways. 1.3 DEFLNITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of blended hydraulic cement, fly ash and other pozzolans, and ground granulated blast-furnace slag. 1.4 SUBMITTALS A. Design Mixtures: For each concrete pavement mixture. Include alternate mixture designs when — characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. B. Material Certificates: Signed by manufacturers certifying that each of the following materials complies with requirements: 1. Cementitious materials. — 2. Steel reinforcement and reinforcement accessories. 3. Fiber reinforcement. 4. Admixtures.5. Curing compounds. 6. Applied finish materials. 7. Bonding agent or epoxy adhesive.S. Joint fillers. 9. Aggregates. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Manufacturer of ready-mixed concrete products who complies with ASTM C 94 requirements for production facilities and equipment. CEMENT CONCRETE PAVEMENT 02751 - 1 PROJECT=07043-stone 1. IDOT batching operation. B. Testing Agency Qualifications: An independent agency qualified according to ASTM C 1077 and ASTM E 329 for testing indicated, as documented according to ASTM E 548. 1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1,according to ACI CP-01 or an equivalent certification program. C. ACI Publications: Comply with ACI 301, "Specification for Structural Concrete," unless modified by requirements in the Contract Documents. 1.6 PROJECT CONDITIONS A. Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other construction activities. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to,products specified. 2. Products: Subject to compliance with requirements, provide one of the products specified. 3. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. 4. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.2 FORMS A. Form Materials: Plywood, metal, metal-framed plywood, or other approved panel-type materials to provide full-depth, continuous, straight, smooth exposed surfaces. 1. Use flexible or curved forms for curves with a radius 100 feet or less. B. Form-Release Agent: Commercially formulated form-release agent that will not bond with. stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. CEMENT CONCRETE PAVEMENT 02751 -2 PROJECT T07043-stone 2.3 STEEL REINFORCEMENT — A. Plain-Steel Welded Wire Reinforcement: ASTM A 185, fabricated from as-drawn steel wire into flat sheets. B. Deformed-Steel Welded Wire Reinforcement: ASTM A 497, flat sheet. C. Epoxy-Coated Welded Wire Fabric: ASTM A 884, Class A, plain steel. — D. Reinforcing Bars: ASTM A 615, Grade 60; deformed. E. Epoxy-Coated Reinforcing Bars: ASTM A 775 or ASTM A 934; with ASTM A 615, Grade 60 deformed bars. F. Steel Bar Mats: ASTM A 184; with ASTM A 615, Grade 60, deformed bars; assembled with clips. G. Plain Steel Wire: ASTM A 82, galvanized. H. Joint Dowel Bars: Plain steel bars, ASTM A 615, Grade 60. Cut bars true to length with ends square and free of burrs. I. Epoxy-Coated Joint Dowel Bars: ASTM A 775; with ASTM A 615, Grade 60,plain steel bars. J. Tie Bars: ASTM A 615, Grade 60, deformed. K. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars, welded wire reinforcement, and dowels in place. Manufacture bar supports according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast concrete of greater compressive strength than concrete, and as follows: 1. Equip wire bar supports with sand plates or horizontal runners where base material will not support chair legs. 2. For epoxy-coated reinforcement, use epoxy-coated or other dielectric-polymer-coated — wire bar supports. L. Zinc Repair Material: ASTM A 780. 2.4 CONCRETE MATERIALS — A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source throughout the Project: 1. Portland Cement: ASTM C 150,Type I, gray. a. Fly Ash: ASTM C 618, Class C. — b. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120. B. Normal-Weight Aggregates: IDOT class 2 or better coarse. 1. Maximum Coarse-Aggregate Size: 1-1'2 inches nominal. CEMENT CONCRETE PAVEMENT 02 751 - 3 PROJECT#07043-stone • C. Water: ASTM C 94. - D. Air-Entraining Admixture: ASTM C 260. E. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material. 1. Water-Reducing Admixture: ASTM C 494,Type A. 2. Retarding Admixture: ASTM C 494,Type B. 3. Water-Reducing and Retarding Admixture: ASTM C 494, Type D. 4. High-Range,Water-Reducing Admixture: ASTM C 494, Type F. 5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494,Type G. 6. Plasticizing and Retarding Admixture: ASTM C 1017,Type II. 2.5 CURING MATERIALS A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. dry. B. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet. C. Water: Potable. D. White Waterborne Membrane-Forming Curing Compound: ASTM C 309,Type 2, Class B. 1. Products: a. ChemMMasters; Safe-Cure 2000. b. Conspec Marketing& Manufacturing Co., Inc.; W.B. Resin Cure. c. Dayton Superior Corporation; Day-Chem White Pigmented Cure(J-10-W). d. Euclid Chemical Company(The); Kurez VOX White Pigmented. e. Meadows, W. R., Inc.; 1200-White. 2.6 RELATED MATERIALS A. Expansion-and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber. 2.7 CONCRETE MDYTURES A. Prepare design mixtures, proportioned according to ACI 301, for each type and strength of normal-weight concrete determined by either laboratory trial mixes or field experience. 1. Use a qualified independent testing agency for preparing and reporting proposed concrete mixture designs for the trial batch method. B. Proportion mixtures to provide normal-weight concrete with the following properties: CEMENT CONCRETE PAVEMENT 0275 t - 4 PROJECT=07043-stone 1. Compressive Strength(28 Days): 4000 psi. 2. Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.45. 3. Slump Limit: 4 inches, plus or minus 1 inch. C. Add air-entraining admixture at manufacturer's prescribed rate to result in normal-weight concrete at point of placement having an air content as follows: 1. Air Content: 5-1/2 to 8% for 1-1/2-inch nominal maximum aggregate size. D. Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of cement. — E. Chemical Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water-reducing admixture plasticizing and retarding admixture in concrete, as required, for placement and workability. 2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. F. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement according to ACI 301 requirements for concrete exposed to deicing chemicals,as follows: 1. Fly Ash or Pozzolan: 20 percent. 2. Ground Granulated Blast-Furnace Slag: 50 percent. 3. Combined Fly Ash or Pozzolan, and Ground Granulated Blast-Furnace Slag: 50 percent, with fly ash or pozzolan not exceeding 25 percent. y — 2.8 CONCRETE MIXING A. Ready-Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to ASTM C 94. Furnish batch certificates for each batch discharged and used in the Work. PART 3 - EXECUTION 3.1 EXAMLNATION A. Examine exposed subgrades and subbase surfaces for compliance with requirements for dimensional, grading, and elevation tolerances. B. Proceed with concrete pavement operations only after nonconforming conditions have been — corrected and subuade is ready to receive pavement. 3 2 PREPARATION A. Remove loose material from compacted subbase surface immediately before placing concrete. — CEMENT CONCRETE PAVEMENT 02751 - 5 PROJECT Y07043-stone 3.3 EDGE FORMS AND SCREED CONSTRUCTION A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides for pavement to required lines, grades, and elevations. Install forms to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete placement. B. Clean forms after each use and coat with form-release agent to ensure separation from concrete without damage. 3.4 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. B. Clean reinforcement of loose rust and mill scale, earth, ice, or other bond-reducing materials. C. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement. Maintain minimum cover to reinforcement. D. Install welded wire reinforcement in lengths as long as practicable. Lap adjoining pieces at least one full mesh, and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in either direction. E. Epoxy-Coated Reinforcement: Use epoxy-coated steel wire ties to fasten epoxy-coated reinforcement. Repair cut and damaged epoxy coatings with epoxy repair coating according to ASTM D 3963. F. Install fabricated bar mats in lengths as long as practicable. Handle units to keep them flat and free of distortions. Straighten bends, kinks, and other irregularities, or replace units as required before placement. Set mats for a minimum 2-inch overlap of adjacent mats. 3.5 JOINTS A. General: Form construction, isolation, and contraction joints and tool edgings true to line with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline,unless otherwise indicated. 1. When joining existing pavement, place transverse joints to align with previously placed joints,unless otherwise indicated. B. Construction Joints: Set construction joints at side and end terminations of pavement and at locations where pavement operations are stopped for more than one-half hour unless pavement terminates at isolation joints. 1. Continue steel reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of pavement strips, unless otherwise indicated. ?. Provide tie bars at sides of pavement strips where indicated. 3. Butt Joints: Use bonding. agent at joint locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. CEMENT CONCRETE PAVEMENT 02751 -6 PROJECT 407043-stone 4. Keyed Joints: Provide preformed keyway-section forms or bulkhead forms with keys, unless otherwise indicated. Embed keys at least 1-1/2 inches into concrete. 5. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt-coat one-half of dowel length to prevent concrete bonding to one side of joint. C. Isolation Joints: Form isolation joints of preformed joint-filler strips abutting concrete curbs, catch basins, manholes, inlets, structures,walks, other fixed objects,and where indicated. — 1. Locate expansion joints at intervals of 50 feet, unless otherwise indicated. 2. Extend joint fillers full width and depth of joint. — 3. Terminate joint filler not less than 1/2 inch or more than 1 inch below finished surface if joint sealant is indicated. 4. Place top of joint tiller flush with finished concrete surface if joint sealant is not indicated. 5. Furnish joint fillers in one-piece lengths. Where more than one length is required, lace or clip joint-filler sections together. 6. Protect top edge of joint filler during concrete placement with metal, plastic, or other temporary preformed cap. Remove protective cap after concrete has been placed on both sides of joint. D. Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness, as follows to match jointing of existing adjacent concrete pavement: — 1. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before developing random contraction cracks. 2. Doweled Contraction Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt coat one-half of dowel length to prevent concrete bonding to one side of joint. E. Edging: Tool edges of pavement, gutters, curbs, and joints in concrete after initial floating with an edging tool to a 1/4-inch radius. Repeat tooling of edges after applying surface finishes. Eliminate tool marks on concrete surfaces. 3.6 CONCRETE PLACEMENT A. Inspection: Before placing concrete, inspect and complete formwork installation, steel reinforcement, and items to be embedded or cast in. Notify other trades to permit installation of their work. B. Remove snow, ice, or frost from subbase surface and reinforcement before placing concrete. Do not place concrete on frozen surfaces. C. Moisten subbase to provide a uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment. — CEMENT CONCRETE PAVEMENT 02751 - 7 PROJECT T07043-stone • • D. Comply with ACI 301 requirements for measuring, mixing, transporting, and placing concrete. — E. Do not add water to concrete during delivery or at Project site. Do not exceed maximum water concrete ratio. — F. Do not add water to fresh concrete after testing. G. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place. H. Consolidate concrete according to ACI 301 by mechanical vibrating equipment supplemented by hand spading, rodding, or tamping. 1. Consolidate concrete along face of forms and adjacent to transverse joints with an internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square-faced shovels for hand spreading and consolidation. Consolidate with care to prevent dislocating reinforcement, dowels, and joint devices. I. Place concrete in two operations; strike off initial pour for entire width of placement and to the required depth below finish surface. Lay welded wire fabric or fabricated bar mats immediately in final position. Place top layer of concrete, strike off, and screed. 1. Remove and replace concrete that has been placed for more than 15 minutes without being covered by top layer, or use bonding agent if approved by Architect. J. Screed pavement surfaces with a straightedge and strike off K. Commence initial floating using bull floats or darbies to impart an open textured and uniform surface plane before excess moisture or bleed water appears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments. L. Curbs and Gutters: When automatic machine placement is used for curb and gutter placement, submit revised mix design and laboratory test results that meet or exceed requirements. Produce curbs and gutters to required cross section, lines, grades, finish, and jointing as specified for formed concrete. If results are not approved, remove and replace with formed concrete. M. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F and not more than 80 deg F at point of placement. 2. Do not use frozen materials or materials containing ice or snow. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mix designs. CEMENT CONCRETE PAVEMENT 02751 - 8 PROJECT 407043-stone N. Hot-Weather Placement: Comply with ACI 301 and as follows when hot-weather conditions — exist: 1. Cool ingredients before mixing to maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, — provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover steel reinforcement with water-soaked burlap so steel temperature will not exceed ambient air temperature immediately before embedding in concrete. 3. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, soft spots, or dry areas. — 3.7 FLOAT FLNISHLNG — A. General: Do not add water to concrete surfaces during finishing operations. B. Float Finish: Begin the second floating operation when bleed-water sheen has disappeared and — concrete surface has stiffened sufficiently to permit operations. Float surface with power-driven floats, or by hand floating if area is small or inaccessible to power units. Finish surfaces to true planes. Cut down high spots and fill low spots. Refloat surface immediately to uniform — granular texture. 1. Burlap Finish: Drag a seamless strip of damp burlap across float-finished concrete, — perpendicular to line of traffic, to provide a uniform, gritty texture. 2. Medium-to-Fine-Textured Broom Finish: Draw a soft bristle broom across float-finished concrete surface perpendicular to line of traffic to provide a uniform, fine-line texture.3. Medium-to-Coarse-Textured Broom Finish: Provide a coarse finish by striating float- finished concrete surface 1/16 to 1/8 inch deep with a stiff-bristled broom, perpendicular to line of traffic. 3.8 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. B. Comply with ACI 306.1 for cold-weather protection. C. Curing Methods: Cure concrete by moisture curing, moisture-retaining-cover curing, curing — compound, or a combination of these as follows: 1. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. 3.9 PAVEMENT TOLERANCES A. Comply with tolerances of ACI 117 and as follows: CEMENT CONCRETE PAVEMENT 02751 -9 PROJECT 407043-stone 1. Elevation: 1/4 inch. 2. Thickness: Plus 3/8 inch,minus 1/4 inch. 3. Surface: Gap below 10-foot-long, unleveled straightedge not to exceed 1/4 inch. 4. Lateral Alignment and Spacing of Tie Bars and Dowels: 1 inch. 5. Vertical Alignment of Tie Bars and Dowels: 1/4 inch. 6. Alignment of Tie-Bar End Relative to Line Perpendicular to Pavement Edge: 1/2 inch. 7. Alignment of Dowel-Bar End Relative to Line Perpendicular to Pavement Edge: Length of dowel 1/4 inch per 12 inches. 8. Joint Spacing: 3 inches. 9. Contraction Joint Depth: Plus 1/4 inch, no minus. 10. Joint Width: Plus 1/8 inch,no minus. 3.10 HELD QUALITY CONTROL A. Testing Agency: Engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. B. Testing Services: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements: 1. Testing Frequency: Obtain at least 1 composite sample for each 5000 sq. ft. or fraction thereof of each concrete mix placed each day. a. When frequency of testing will provide fewer than five compressive-strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. 2. Slump: ASTVI C 143; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mix. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C 231, pressure method; one test for each composite sample, but not less than one test for each day's pour of each concrete mix. 4. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F _ and below and when 80 deg F and above, and one test for each composite sample. 5. Compression Test Specimens: ASTM C 31; cast and laboratory cure one set of three standard cylinder specimens for each composite sample. 6. Compressive-Strength Tests: ASTM C 39; test 1 specimen at 7 days and 2 specimens at 28 days. a. A compressive-strength test shall be the average compressive strength from 2 specimens obtained from same composite sample and tested at 28 days. C. Strength of each concrete mix will be satisfactory if average of any 3 consecutive compressive- - strength tests equals or exceeds specified compressive strength and no compressive-strength test value falls below specified compressive strength by more than 500 psi. D. Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, CEMENT CONCRETE PAVEMENT 02751 - 10 PROJECT 07043-stone concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7-and 28-day tests. E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Architect but will not be used as sole basis for approval or rejection of concrete. F. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Architect. G. Remove and replace concrete pavement where test results indicate that it does not comply with specified requirements. H. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.11 REPAIRS AND PROTECTION A. Remove and replace concrete pavement that is broken, damaged, or defective or that does not comply with requirements in this Section. — B. Drill test cores, where directed by Architect, when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with portland cement _ concrete bonded to pavement with epoxy adhesive. C. Protect concrete from damage. Exclude traffic from pavement for at least 14 days after _ placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. D. Maintain concrete pavement free of stains, discoloration, dirt, and other foreign material. Sweep concrete pavement not more than two days before date scheduled for Substantial Completion inspections. END OF SECTION 02751 CEMENT CONCRETE PAVEMENT 02751 - 11 PROJECT#070-13-stone 02764-PAVEMENT JOLNT SEALANTS 02764 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections cluding Division I), and other Divisions and Sections of the Specifications to which the prod- ucts, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes the following: 1. Expansion and contraction joints within cement concrete pavement. 2. Joints between cement concrete and asphalt pavement. 1.3 SUBMITTALS A. Product Data: For each joint-sealant product indicated. B. Samples for Verification: For each type and color of joint sealant required. Install joint-sealant samples in 1/2-inch- wide joints formed between two 6-inch- long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. C. Product Certificates: For each type of joint sealant and accessory, signed by product manufacturer. D. Compatibility and Adhesion Test Reports: From sealant manufacturer, indicating the following: 1. Materials forming joint substrates and joint-sealant backings have been tested for compatibility and adhesion with joint sealants. 2. Interpretation of test results and written recommendations for primers and substrate preparation needed for adhesion. E. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for sealants. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An employer of workers trained and approved by manufacturer. B. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer. PAVEMENT JOLNT SEALANTS 02764 - PROJECT rt07043-stone 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration date, pot life, curing time, and mixing instructions for multicomponent materials. — B. Store and handle materials to comply with manufacturer's written instructions to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other — causes. 1.6 PROJECT CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint- sealant manufacturer. 2. When ambient and substrate temperature conditions are outside limits permitted by joint- — sealant manufacturer or are below 40 deg F. 3. When joint substrates are wet or covered with frost. 4. Where joint widths are less than those allowed by joint-sealant manufacturer for — applications indicated. 5. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. — PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles. -- B. Products: Subject to compliance with requirements, provide one of the products listed in other Part 2 articles. — 2.2 MATERIALS. GENERAL. A. Compatibility: Provide joint sealants, backing materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer based on testing and field — experience. 2.3 HOT-APPLIED JOINT SEALANTS A. Sealant for Concrete and Asphalt: Single-component formulation complying with — ASTM D 3405. PAVEMENT JOINT SEALANTS 02764 - 2 PROJECT =07043-stone 1. Products: — a. Meadows, W. R., Inc.; Sealtight Hi-Spec. b. Gary Hawkins 800-747-6401 2.4 JO +"T-SEALANT BACKER MATERIALS A. General: Provide joint-sealant backer materials that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by joint-sealant manufacturer based on field experience and laboratory testing. B. Round Backer Rods for Cold- and Hot-Applied Sealants: ASTM D 5249, Type 1, of diameter and density required to control sealant depth and prevent bottom-side adhesion of sealant. — C. Backer Strips for Cold- and Hot-Applied Sealants: ASTM D 5249; Type 2; of thickness and width required to control sealant depth, prevent bottom-side adhesion of sealant, and fill remainder of joint opening under sealant. D. Round Backer Rods for Cold-Applied Sealants: ASTM D 5249, Type 3, of diameter and density required to control sealant depth and prevent bottom-side adhesion of sealant. 2.5 PRIMERS — A. Primers: Product recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint- sealant performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION — A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions. B. Joint Priming: Prime joint substrates where indicated or where recommended in writing by — joint-sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining — surfaces. PAVEMENT JOINT SEALANTS 02764 - 3 PROJECT 07043-stone 3.3 INSTALLATION OF JOINT SEALANTS — A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install backer materials of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. — 1. Do not leave gaps between ends of backer materials. 2. Do not stretch,twist,puncture, or tear backer materials. — 3. Remove absorbent backer materials that have become wet before sealant application and replace them with dry materials. D. Install sealants using proven techniques that comply with the following and at the same time — backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. — 2. Completely fill recesses provided for each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. — E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form smooth, uniform — beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealants from surfaces adjacent to joint. 2. Use tooling agents that are approved in writing by joint-sealant manufacturer and that do not discolor sealants or adjacent surfaces. F. Provide joint configuration to comply with joint-sealant manufacturer's written instructions, unless otherwise indicated. G. Provide recessed joint configuration for silicone sealants of recess depth and at locations indicated. 3.4 CLEANING A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved by manufacturers of joint sealants and of products in which joints occur. 3.5 PROTECTION A. Protect joint sealants during, and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without PAVEMENT JOLT SEALANTS 02764 -4 PROJECT407043-stone deterioration or damage at time of Substantial Completion. If, despite such protection,damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately and replace with joint sealant so installations with repaired areas are indistinguishable from the original work. END OF SECTION 02764 wom PAVEMENT JOINT SEALANTS 02764 -5 '— PROJECT#-07043-stone 02930 - EXTERIOR PLANTS 02930 PART 1 - GENERAL — 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections cluding Division I), and other Divisions and Sections of the Specifications to which the prod- ucts, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. Section Includes: 1. Trees. 2. Shrubs. 3. Plants. 4. Edgings. 1.3 DEFLNITIONS — A. Backfill: The earth used to replace or the act of replacing earth in an excavation. B. Balled and Burlapped Stock: Exterior plants dug with film, natural balls of earth in which they are grown, with ball size not less than sizes indicated; wrapped, tied, rigidly supported, and drum laced as recommended by ANSI Z60.1. C. Container-Grown Stock: Healthy, vigorous, well-rooted exterior plants grown in a container with well-established root system reaching sides of container and maintaining a fiiui ball when — removed from container. Container shall be rigid enough to hold ball shape and protect root mass during shipping and be sized according to ANSI Z60.1 for type and size of exterior plant required. D. Finish Grade: Elevation of finished surface of planting soil. E. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. F. Multi-Stem: Where three or more main stems arise from the ground from a single root crown or at a point right above the root crown. G. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil: mixed with soil amendments. H. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface o a till or backfill, before placing planting soil. EXTERIOR PLANTS 02930 - 1 PROJECT=0 i'043-stone • I. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic • matter and soil organisms. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Verification: For each of the following: 1. 5 lb of mineral mulch for each color and texture of stone required, in labeled plastic bags. 2. Edging materials and accessories, of manufacturer's standard size, to verify color selected. C. Qualification Data: For qualified landscape Installer—three years, three projects. D. Product Certificates: For each type of manufactured product, from manufacturer, and complying with the following: 1. Manufacturer's certified analysis for standard products. 2. Analysis of other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. E. Planting Schedule: Indicating anticipated planting dates for exterior plants. F. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of exterior plants during a calendar year. Submit before expiration of required maintenance periods. G. Warranty: Sample of special warranty. 1.5 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful establishment of exterior plants. 1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress. B. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with applicable requirements in ANSI Z60.1, "American Standard for Nursery Stock." 1. Selection of exterior plants purchased under allowances will be made by Architect, who will tag plants at their place of growth before they are prepared for transplanting. C. Tree and Shrub Measurements: Measure according to ANSI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches above the ground for trees up to 4-inch caliper size. and 12 inches above the ground fcr larger sizes. Measure main body of tree or shrab for height and spread; do not measure branches or roots tip-to-tip. EXTERIOR PLANTS 02930-2 PROJECT#0"043-stone D. Observation: Architect may observe trees and shrubs either at place of growth or at site before _ planting for compliance with requirements for genus, species, variety, size, and quality. Architect retains right to observe trees and shrubs further for size and condition of balls and root systems, insects, injuries, and latent defects and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from Project site. 1. Notify Architect of sources of planting materials seven days in advance of delivery to site. 1.6 DELIVERY, STORAGE. AND HANDLING A. Deliver exterior plants freshly dug. — 1. Immediately after digging up bare-root stock, pack root system in wet straw, hay, or other suitable material to keep root system moist until planting. B. Do not prune trees and shrubs before delivery except as approved by Architect. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to destroy their — natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior plants during delivery and handling. C. Handle planting stock by root ball. D. Deliver exterior plants after preparations for planting have been completed and install — immediately. If planting is delayed more than six hours after delivery, set exterior plants and trees in shade, protect from weather and mechanical damage, and keep roots moist. 1. Heel-in bare-root stock. Soak roots that are in dry condition in water for two hours.Reject dried-out plants. 2. Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. 3. Do not remove container-grown stock from containers before time of planting. 4. Water root systems of exterior plants stored on-site with a fine-mist spray. Water as often as necessary to maintain root systems in a moist condition. — 1.7 PROJECT CONDITIONS — A. Planting Restrictions: Plant during one of the following periods. Coordinate planting periods with maintenance periods to provide required maintenance from date of Substantial Completion. 1. Spring Planting: April 1 —July 31. '_. Fail Planting: September 1 —October 1. B. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit planting to be performed according to manufacturer's written instructions and warranty requirements. — EXTERIOR PLANTS 02930 - 3 PROJECT T07043-stone C. Coordination with Lawns: Plant trees and shrubs after finish grades are established and before planting lawns unless otherwise acceptable to Architect. 1. When planting trees and shrubs after lawns, protect lawn areas and promptly repair damage caused by planting operations. 1.8 WARRANTY A. Special Warranty: Installer's standard form in which Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship, or growth within specified warranty period. 1. Failures include,but are not limited to,the following: a. Death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, abuse by Owner, or incidents that are beyond Contractor's control. _ b. Structural failures including plantings falling or blowing over. c. Faulty operation of edgings. d. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 2. Warranty Periods from Date of Substantial Completion: a. Trees and Shrubs: One year. b. Ground Cover and Plants: Three months. 3. Include the following remedial actions as a minimum: a. Remove dead exterior plants immediately. Replace immediately unless required to plant in the succeeding planting season. b. Replace exterior plants that are more than 25 percent dead or in an unhealthy condition at end of warranty period. c. A limit of one replacement of each exterior plant will be required except for losses or replacements due to failure to comply with requirements. d. Provide extended warranty for replaced plant materials; warranty period equal to original warranty period. 1.9 MAINTENANCE SERVICE A. Initial Maintenance Service for Trees and Shrubs: Provide full maintenance by skilled employees of landscape Installer. Maintain as required in Part 3. Begin maintenance immediately after each area is planted and continue until plantings are acceptably healthy and well established, but for not less than maintenance period below. 1. Maintenance Period: Three months from date of planting completion. B. Initial Maintenance Service for Ground Cover and Plants: Provide hull maintenance by skilled employees of landscape Installer. Maintain as required ir. Part 3. Begin maintenance EXTERIOR PLANTS 02930 -4 PROJECT r0-043-stone immediately after each area is planted and continue until plantings are acceptably healthy and well established, but for not less than maintenance period below. 1. Maintenance Period: Three months from date of planting completion. — C. Continuing Maintenance Proposal: From Installer to Owner, in the form of a standard yearly (or other yperiod) maintenance agreement, starting on date initial maintenance service is concluded. State services, obligations, conditions, and terms for agreement period and for future renewal options. PART 2 -PRODUCTS 2.1 TREE AND SHRUB MATERIAL A. General: Furnish nursery-grown trees and shrubs complying with ANSI Z60.1, with healthy root systems developed by transplanting or root pruning. Provide well-shaped, fully branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions,and disfigurement. B. Provide trees and shrubs of sizes, grades, and ball or container sizes complying with ANSI Z60.1 for types and form of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to Architect, with a proportionate increase in size of roots or balls. — C. Root-Ball Depth: Furnish trees and shrubs with root balls measured from top of root ball, which shall begin at root flare according to ANSI Z60.1. Root flare shall be visible before planting. D. Label each tree and shrub with securely attached, waterproof tag bearing legible designation of botanical and common name. E. Label at least one tree and one shrub of each variety and caliper with a securely attached, waterproof tag bearing legible designation of botanical and common name. F. If formal arrangements or consecutive order of trees or shrubs is shown, select stock for uniform height and spread, and number label to assure symmetry in planting. G. Do not use manufactured balled and burlapped trees. 2.2 SHADE AND FLOWERING TREES A. Small. Spreading Trees: Branched or pruned naturally according to species and type, with relationship of caliper. height, and branching according.to ANSI Z60.1; stem form as follows: 1. Stem Form: Single trunk.2. Provide balled and burlapped and or container-grown trees. EXTERIOR PLANTS 02930 - 5 PROJECT .=0704 -ston e 2.3 DECIDUOUS SHRUBS A. Form and Size: Shrubs with not less than the minimum number of canes required by and measured according to ANSI Z60.1 for type, shape, and height of shrub. 1. Shrub sizes indicated are sizes after pruning. 2. Provide container-grown shrubs. 2.4 PLANTS A. Perennials: Provide healthy, field-grown plants from a commercial nursery, of species and variety shown or listed,complying with requirements in ANSI Z60.1. 2.5 TOPSOIL A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 2 percent organic material content; free of stones 1/2 inch or larger in any dimension and other extraneous materials harmful to plant growth. 1. Topsoil Source: Reuse surface soil stockpiled on-site. Verify suitability of stockpiled surface soil to produce topsoil. Clean surface soil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful to plant growth. a. Supplement with imported or manufactured topsoil from off-site sources when quantities are insufficient. Obtain topsoil displaced from naturally well-drained construction or mining sites where topsoil occurs at least 4 inches deep; do not obtain frombogs or marshes. 2. Topsoil Source: Import topsoil or manufactured topsoil from off-site sources. Obtain topsoil displaced from naturally well-drained construction or mining sites where topsoil occurs at least 4 inches deep; do not obtain frombogs or marshes. 3. Topsoil Source: Amend existing in-place surface soil to produce topsoil. Verify suitability of surface soil to produce topsoil. Clean surface soil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful to plant growth. a. Surface soil may be supplemented with imported or manufactured topsoil from off- - site sources. Obtain topsoil displaced from naturally well-drained construction or mining sites where topsoil occurs at least 4 inches deep; do not obtain frombogs or marshes. 2.6 ORGANIC SOIL AMENDMENTS A. Compost: Well-composted, stable, and weed-free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through 1-inch sieve; soluble salt content of 5 to 10 decisiemens/m; not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings; and as follows: 1. Organic Matter Content: 50 to 60 percent of dry weight. EXTERIOR PL._-.NTS 02930 - 6 PROJECT#07043-stone 2. Feedstock: Agricultural, food, or industrial residuals; biosolids; yard trimmings; or source-separated or compostable mixed solid waste. B. Peat: Sphagnum peat moss, partially decomposed, finely divided or granular texture, with a pH range of 3.4 to 4.8. C. Peat: Finely divided or granular texture, with a pH range of 6 to 7.5, containing partially decomposed moss peat, native peat, or reed-sedge peat and having a water-absorbing capacity of 1100 to 2000 percent. D. Wood Derivatives: Decomposed, nitrogen-treated sawdust, ground bark, or wood waste; of uniform texture, free of chips, stones, sticks, soil, or toxic materials. 1. In lieu of decomposed wood derivatives, mix partially decomposed wood derivatives with ammonium nitrate at a minimum rate of 0.15 lb/cu. ft. of loose sawdust or ground bark, or with ammonium sulfate at a minimum rate of 0.25 lb/cu. ft. of loose sawdust or ground bark. E. Manure: Well-rotted, unleached, stable or cattle manure containing not more than 25 percent by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed, and material harmful to plant growth. 2.7 FERTILIZER A. Bonemeal: Commercial, raw or steamed, finely ground; a minimum of 1 percent nitrogen and 10 percent phosphoric acid. — B. Superphosphate: Commercial, phosphate mixture, soluble; a minimum of 20 percent available phosphoric acid. C. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition: 1. Composition: 13-13-13. 2. Composition: Nitrogen, phosphorous, and. 2.8 MULCHES A. Organic Mulch: Free from deleterious materials and suitable as a top dressing of :rees and shrubs, consisting of one of the following: 1. Type: Shredded cedar Ground or shredded bark. B. Compost Mulch: Weil-composted. stable, and weed-free organic matter, pH range of 5.5 to 8; — moisture content 35 to 55 percent by weight; 100 percent passing, through 1-inch sieve; soluble salt content of 2 to 5 decisiemens/m; not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings; and as follows: 1. Organic Matter Content: 50 to 660 percent of dry weight. EXTERIOR PLANTS 02930 - 7 PROJECT 07043-stone • 2. Feedstock: Agricultural, food, or industrial residuals; biosolids;_ yard trimmings; or source-separated or compostable mixed solid waste. C. Mineral Mulch: Hard, durable stone, washed free of loam, sand, clay, and other foreign substances, of following type, size range, and color: 1. Type: Rounded riverbed gravel or smooth-faced stone. 2. Size Range: 1-1/2 inches maximum, 3/4 inch minimum. 3. Color: Readily available natural gravel color range. 2.9 WEED-CONTROL BARRIERS A. Composite Fabric: Woven, needle-punched polypropylene substrate bonded to a nonwoven polypropylene fabric,4.8 oz./sq. yd.. 2.10 LANDSCAPE EDGINGS A. Steel Edging: Standard commercial-steel edging, rolled edge, fabricated in sections of standard lengths,with loops stamped from or welded to face of sections to receive stakes. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 2. Basis-of-Design Product: Subject to compliance with requirements, provide or comparable product by one of the following: a. Collier Metal Specialties, Inc. b. Russell,J.D. Company(The). c. Sure-Loc Edging Corporation. 3. Edging Size: 3/16 inch wide by 4 inches deep <Insert dimensions>. 4. Stakes: Tapered steel, a minimum of 36 inches long. 5. Accessories: Standard tapered ends, corners,and splicers. 6. Finish: Standard paint. 7. Paint Color: Black. 2.11 MISCELLANEOUS PRODUCTS A. Antidesiccant: Water-insoluble emulsion, permeable moisture retarder, film forming, for trees and shrubs. Deliver in original, sealed, and fully labeled containers and mix according to manufacturer's written instructions. B. Trunk-Wrap Tape: Two layers of crinkled paper cemented together with bituminous material, 4-inch-wide minimum, with stretch factor of 33 percent. .., C. Planter Drainage Gravel: Washed, sound crushed stone or gravel complying with ASTM D 448 for Size No. 8. D. Planter Filter Fabric: Woven or nonwoven geotextile manufactured for separation applications and made of polypropylene.polyolefin,or polyester fibers or combination of them. EXTERIOR PLANTS 02930 - 8 PROJECT=~07043-stone 2.12 PLANTING SOIL MIX A. Planting Soil Mix: Mix topsoil with 13-13-13 fertilizers. B. Planter Soil Mix: 1 part topsoil, 1 part coarse sand, 1 part peat, and 3 lb of dolomitic limestone per cubic yard of mix. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine areas to receive exterior plants for compliance with requirements and conditions affecting installation and performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, and lawns and existing exterior plants from damage caused by planting operations. B. Provide erosion-control measures to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. C. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations, outline areas, adjust locations when requested, and obtain Architect's acceptance of layout before planting. Make minor adjustments as required. D. Lay out exterior plants at locations directed by Architect. Stake locations of individual trees and shrubs and outline areas for multiple plantings. E. Trunk Wrapping: Inspect tree trunks for injury, improper pruning, and insect infestation; take corrective measures required before wrapping. Wrap trees with trunk-wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. F. Apply antidesiccant to trees and shrubs using power spray to provide an adequate film over _ trunks (before wrapping), branches, stems, twigs, and foliage to protect during digging, handling, and transportation. 1. If deciduous trees or shrubs are moved in fill leaf, spray with antidesiccant at nursery before moving and again two weeks after planting. G. Wrap trees and shrubs with burlap fabric over trunks, branches. stems, twigs, and foliage to protect from wind and other damage during digging, handling, and transportation. EXTERIOR PLANTS 02930 - 9 PROJECT 7÷-0%043-stone • 3.3 PLANTING BED ESTABLISHMENT — A. Loosen subgrade of planting beds to a minimum depth of 6 inches. Remove stones larger than 1/2 inches in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. 1. Apply 13-13-13 fertilizer directly to subgrade before loosening. a. Delay mixing fertilizer with planting soil if planting will not proceed within a few days. b. Mix lime with dry soil before mixing fertilizer. 2. Spread planting soil mix to a depth of 6 inches but not less than required to meet finish grades after natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessively wet. a. Spread approximately one-half the thickness of planting soil mix over loosened subgrade. Mix thoroughly into top 2 inches of subgrade. Spread remainder of planting soil mix. B. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake,remove ridges, and fill depressions to meet fmish grades. C. Before planting,restore planting beds if eroded or otherwise disturbed after finish grading. 3.4 EXCAVATION FOR TREES AND SHRUBS A. Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base leaving center area raised slightly to support root ball and assist in drainage. Do not further disturb base. Scarify sides of plant pit smeared or smoothed during excavation. 1. Excavate approximately three times as wide as ball diameter for balled and burlapped and container-grown stock. 2. Excavate at least 12 inches wider than root spread and deep enough to accommodate vertical roots for bare-root stock. 3. If drain tile is shown or required ander planted areas, excavate to top of porous backfill over tile. B. Subsoil removed from excavations may be used as backfill mixed with peat, sand and compost. C. Obstructions: Notify Architect if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. 1. Hardpan Layer: Drill 5-inch-diameter holes, center of hole. D. Drainage: Notify Architect if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. E. Fill excavations with water and allow to percolate away before positioning trees and shrubs. EXTERIOR PLANTS 02Q30 - 10 -- PROJECT#07043-stone 3.5 TREE AND SHRUB PLANTING A. Before planting,verify that root flare is visible at top of root ball according to ANSI Z60.1. B. Set balled and burlapped stock plumb and in center of pit or trench with top of root ball flush with adjacent finish grades. 1. Remove burlap and wire baskets from tops of root balls and partially from sides, but do not remove from under root balls. Remove pallets, if any, before setting. Do not use planting stock if root ball is cracked or broken before or during planting operation. 2. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate -- voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. — C. Set container-grown stock plumb and in center of pit or trench with top of root ball flush with adjacent finish grades. 1. Carefully remove root ball from container without damaging root ball or plant. 2. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. D. Set and support bare-root stock in center of pit or trench with trunk flare flush with adjacent finish grade. Spread roots without tangling or turning toward surface, and carefully work backfill around roots by hand. Puddle with water until backfill layers are completely saturated. Plumb before backfilling, and maintain plumb while working backfill around roots and placing layers above roots. Tamp final layer of backfill. Remove injured roots by cutting cleanly; do not break. E. Organic Mulching: Apply 3-inch average thickness of organic mulch extending 12 inches beyond edge of planting pit or trench. Do not place mulch within 3 inches of trunks or stems. F. Inspect tree trunks for injury, improper pruning, and insect infestation; take corrective measures required before wrapping. Wrap trees trunk-wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach — without causing girdling. G. Trunk Wrapping: Inspect tree trunks for injury, improper pruning, and insect infestation; take corrective measures required before wrapping. Wrap trees with trunk-wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. 3.6 TREE AND SHRUB PRUNING A. Prune, thin, and shape trees and shrubs according to standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise indicated by Architect. do not cut tree leaders; remove only injured or dead branches from flowering trees. Prune shrubs to retain natural character. EXTERIOR PLANTS 02930 - 11 — PROJECT TO-04: -stone 3.7 PLANT PLANTING A. Set out and space ground cover and plants as indicated. B. Dig holes large enough to allow spreading of roots and backfill with planting soil. C. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. D. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. _ E. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from transplanting shock. -- 3.8 PLANTING BED MULCHING A. Install weed-control barriers before mulching according to manufacturer's written instructions. Completely cover area to be mulched, overlapping edges a minimum of 6 inches. 1. Material and Seam Treatment: Nonwoven fabric with seams pinned Composite fabric with seams pinned. B. Mulch backfilled surfaces of planting beds and other areas indicated. Provide mulch ring around trees in lawn areas. 1. Mineral Mulch: Apply 3-inch average thickness of mineral mulch, and finish level with adjacent finish grades. Do not place mulch against plant stems. 3.9 EDGING INSTALLATION A. Steel Edging: Install steel edging where indicated according to manufacturer's written instructions. Anchor with steel stakes spaced approximately 30 inches apart,driven below top _ elevation of edging. 3.10 PLANT MAINTENANCE A. Tree and Shrub Maintenance: Maintain plantings by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, adjusting and repairing stakes and guy supports, and -- resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray or treat as required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings. B. Ground Cover and Plant Maintenance: Maintain and establish plantings by watering, weeding, fertilizing, mulching, and other operations as required to establish , viable plantings. EXTERIOR PLANTS 02930 - 1 PROJECT #07043-stone 3.11 CLEANUP AND PROTECTION A. During planting, keep adjacent paving and construction clean and work area in an orderly condition. B. Protect exterior plants from damage due to landscape operations, operations by other contractors and trades, and others. Maintain protection during installation and maintenance periods. Treat,repair, or replace damaged plantings. 3.12 DISPOSAL A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of them off Owner's property. END OF SECTION 02930 EXTERIOR PLANTS 0='O30 - 13 PROJECT 407043-stone • 044200- EXTERIOR STONE CLADDING 044200 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 12 SUMMARY A. This Section includes the following types of dimension stone: 1. Panels set with individual anchors. 2. Trim units, including copings. 1.3 DEFINITIONS A. Definitions contained in ASTM C 119 apply to this Section. B. Dimension Stone Cladding System: An exterior wall covering system consisting of dimension stone panels and trim together with anchors, adhesives, fasteners, and sealants used to secure the stone to building structure and to produce a weather-resistant covering. 1.4 PERFORMANCE REQUIREMENTS A. General: Design stone anchors and anchoring systems according to ASTM C 1242. B. Structural Performance: Provide dimension stone cladding system capable of withstanding the —' effects of gravity loads and the following loads and stresses within limits and under conditions indicated: I. Wind Loads: Determine loads based on the following minimum design wind pressures: a. Uniform pressure of 30 lbfsq. ft., acting inward or outward. b. Uniform pressure as indicated on Drawings. '_. Equipment Loads: Allow for loads due to window cleaning and maintenance equipment. C. Thermal Movements: Provide dimension stone cladding system that allows for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing displacement of stone, opening of joints, overstressing of components. failure of joint sealants, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. EXTERIOR STONE CLADDING 044200 - 1 PROJECT =07043-stone 1. Temperature Change(Range): 120 deg F, ambient; 180 deg F, material surfaces. D. Horizontal Building Movement (Interstory Drift): Allow for maximum horizontal building movement equal to quotient resulting from dividing floor-to-floor height at any floor by 400. E. Shrinkage and Creep: Allow for progressive vertical shortening of building frame equal to 1/8 inch in 10 feet. F. Safety Factors for Stone: Design dimension stone cladding system to withstand loads indicated without exceeding allowable working stress of stone determined by dividing stone's average ultimate strength, as established by testing, by the following safety factors: 1. Safety Factor for Granite: 3. G. Design stone anchors to withstand loads indicated without exceeding allowable working stresses established by the following: 1. For Cast-in-Place and Postinstalled Fasteners in Concrete: One-fourth of tested capacity — when installed in concrete with compressive strength indicated. 2. For Post-Installed Fasteners in Masonry: One-sixth of tested capacity when installed in masonry units indicated. H. Leakage Resistance, Water and Air: Provide dimension stone cladding system that complies with the following: 1. Air Infiltration: Not more than 0.004 cfm/sq. ft. of wall area, as measured by testing mockup per ASTM E 283 at a differential pressure of 1.57 lbf/sq. ft.. 2. Water Penetration: No uncontrolled water penetration beyond plane of back of dimension stone cladding system that is not contained or drained back to exterior, as measured by testing mockup per ASTM E 331 at a differential pressure of 20 percent of — positive design wind load, but not less than 10 lbf/sq. ft.. I. Control of Corrosion and Staining: Prevent galvanic and other forms of corrosion as well as staining by isolating metals and other materials from direct contact with incompatible materials. Use materials that do not stain exposed surfaces of stone and joint materials. 1.5 SUBMITTALS A. Product Data: For each variety of stone, stone accessory, and other manufactured products indicated. B. Shop Drawings: Show fabrication and installation details for dimension stone cladding system, _ including dimensions and profiles of stone units. 1. Show locations and details of joints both within dimension stone cladding system and between dimension stone cladding system and other construction. 2. Include details of sealant joints. 3. Show locations and details of anchors. 4. Include large-scale shaded elevations and details of decorative surfaces and inscriptions. — EXTERIOR STONE CLADDING 044200 - 2 PROJECT=0%043-stone 5. For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Samples for Initial Selection: For joint materials involving color selection. D. Stone Samples for Verification: Sets for each color, grade, finish, and variety of stone required; not less than 12 inches square. 1. Sets shall consist of at least two Samples, exhibiting extremes of the full range of color and other visual characteristics expected and will establish the standard by which stone will be judged. E. Sealant Samples for Verification: For each type and color of joint sealant required. F. Welding certificates. G. Cold-Weather Procedures: Detailed description of methods, materials, and equipment to be used to comply with cold-weather requirements. 1.6 QUALITY ASSURANCE A. Installer Qualifications: A firm or individual experienced in installing dimension stone cladding systems similar in material, design, and extent to that indicated for this Project,whose work has — a record of successful in-service performance. B. Fabricator Qualifications: Shop that employs skilled workers who custom-fabricate dimension stone cladding systems similar to that required for this Project and whose products have a record of successful in-service performance. 1. Fabricator's responsibilities include fabricating dimension stone cladding and providing professional engineering services needed to assume engineering responsibility. 2. Engineering Responsibility: Comprehensive engineering analysis by a qualified professional engineer. C. Source Limitations for Stone: Obtain each variety of stone, regardless of finish, from a single quarry with resources to provide materials of consistent quality in appearance and physical properties. 1. For stone types that include same list of varieties and sources, provide same variety from same source for each. 2. Make quarried blocks available for examination by Architect for appearance characteristics. D. Source Limitations for Other Materials: Obtain each type of stone accessory, sealant, and other material from a single manufacturer for each product. EXTERIOR STONE CLADDING 044200 - 3 PROJECT 70-'043-stone 1.7 DELIVERY, STORAGE, AND HANDLING A. Store and handle stone and related materials to prevent deterioration or damage due to moisture, temperature changes, contaminants, corrosion, breaking, chipping, and other causes. 1. Lift stone with wide-belt slings; do not use wire rope or ropes that might cause staining. Move stone, if required, using dollies with cushioned wood supports. 2. Store stone on wood skids or pallets with nonstaining, waterproof covers. Arrange to distribute weight evenly and to prevent damage to stone. Ventilate under covers to prevent condensation. B. Mark stone units, on surface that will be concealed after installation, with designations used on Shop Drawings to identify individual stone units. Orient markings on vertical panels so that they are right side up when units are installed. C. Deliver sealants to Project site in original unopened containers labeled with manufacturer's name, product name and designation, color, expiration period, pot life, curing time, and mixing instructions for multicomponent materials. D. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. E. Store aggregates in locations where grading and other required characteristics can be maintained and where contamination can be avoided. 1.8 PROJECT CONDITIONS A. Protect dimension stone cladding during erection as follows: 1. Cover tops of dimension stone cladding installation with nonstaining, waterproof sheeting at end of each day's work. Cover partially completed structures when work is not in progress. Extend cover a minimum of 24 inches down both sides and hold securely in place. 2. Prevent staining of stone from mortar, grout, sealants, and other sources. Immediately remove such materials without damaging stone. 3. Protect base of walls from rain-splashed mud and mortar splatter by coverings spread on — ground and over wall surface. 4. Protect sills, ledges, and projections from mortar and sealant droppings. B. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Remove and replace dimension stone cladding damaged by frost or freezing conditions. 1. Comply with cold-weather construction and protection requirements for masonry contained in ACI 530.1/ASCE 6/TMS 602. 2. Cold-Weather Construction: When ambient temperature is within limits indicated, use the following procedures: a. At 40 deg F and below, produce mortar temperatures between 40 and 120 deg F by heating mixing water, sand, or both. Do not heat water to above 160 deg F. EXTERIOR STONE CLADDNG 044200 -4 — PROJECT 407043-stone b.. At 32 deg F and below, maintain temperature of mortar on boards above freezing. Heat stone and substrates so they are above 32 deg F at time of installation. — e. At 25 to 20 deg F, heat both sides of walls under construction. Use windbreaks or enclosures when wind velocity exceeds 15 mph. d. At 20 deg F and below, provide enclosure and auxiliary heat to maintain air — temperature above 32 deg F within enclosure. 3. Cold-Weather Protection: When mean daily temperature is within limits indicated, provide the following protection for 48 hours after construction: a. 40 to 25 Deg F: Cover dimension stone cladding with a weather-resistant membrane. — b. 25 to 20 Deg F: Cover dimension stone cladding with weather-resistant, insulating blankets or provide enclosure and heat to maintain air temperature above 32 deg F within enclosure. Use windbreaks or enclosures when wind velocity exceeds 15 mph. c. 20 Deg F and below: Provide enclosure and heat to maintain air temperature above 32 deg F within enclosure. C. Hot-Weather Requirements: Comply with hot-weather construction and protection requirements for masonry contained in ACI 530.1/ASCE 6/TMS 602. D. Environmental Limitations for Sealants: Do not install sealants when ambient and substrate temperatures are outside limits permitted by sealant manufacturer or below 40 deg F or when joint substrates are wet. 1.9 COORDNATION A. Coordinate installation of inserts that are to be embedded in concrete or masonry, flashing reglets, and similar items to be used by dimension stone cladding Installer for anchoring, — supporting, and flashing of dimension stone cladding system. Furnish setting drawings, templates, and directions for installing such items and deliver to Project site in time for installation. B. Time delivery and installation of dimension stone cladding to avoid extended on-site storage and to coordinate with work adjacent to dimension stone cladding. PART 2 - PRODUCTS 2.1 GRANITE A. Granite: Comply with ASTM C 615. B. Description: Uniform, grained, pink, gray stone. C. Available Varieties and Sources: Subject to compliance with requirements, stone varieties that may be incorporated into the Work include, but are not limited to, the following: — D. Varieties and Sources: Subject to compliance with requirements, provide one of the following: EXTERIOR STONE CLADDING 044200 - 5 PROJECT=0,043-stone E. Variety and Source: Subject to compliance with requirements, provide the following: 1. Sunset Red by Cold Spring Granit, Carlson Center, 601 Lakeshore Parkway, Suite 1500. F. Cut: To match existing granite panels. G. Cut stone from one block or contiguous, matched blocks in which natural markings occur. H. Finish: To match existing granite panels. I. Match Architect's samples for color, finish, and other stone characteristics relating to aesthetic effects. J. Thickness: Not less than 1-1/4 inches,unless otherwise indicated. 2.2 ANCHORS AND FASTENERS A. Fabricate anchors from stainless steel, ASTM A 666, temper as required to support loads imposed without exceeding allowable design stresses. Fabricate dowels and pins for anchors from stainless steel, ASTM A 276. _ B. Postinstalled Anchor Bolts for Concrete and Masonry: Made from stainless-steel components complying with ASTM F 593 and ASTM F 594, Alloy Group 1 or 2 for bolts and nuts; — ASTM A 666 or ASTM A 276,Type 304 or 316, for anchors, with capability to sustain, without failure, a load equal to 4 times the loads imposed, for concrete, or 6 times the load imposed, for masonry, as determined by testing per ASTM E 488, conducted by a qualified independent testing agency. 2.3 STONE ACCESSORIES A. Setting Shims: Strips of resilient plastic or vulcanized neoprene, Type A Shore durometer hardness of 50 to 70, nonstaining to stone, of thickness needed to prevent point loading of stone on anchors and of depths to suit anchors without intruding into required depths of pointing materials. B. Setting Buttons: Resilient plastic buttons, nonstaining to stone, sized to suit joint thicknesses and bed depths of stone units without intruding into required depths of pointing materials. C. Concealed Sheet Metal Flashing: Fabricate from stainless steel in thicknesses indicated, but not less than 0.0156 inch thick. Comply with requirements specified in Division 07 Section "Sheet Metal Flashing and Trim." D. Vent Tubes: Rectangular, cellular or polypropylene, 3/8 by 1-1/2 inches and of length required to extend from exterior face of stone to cavity behind. E. Wicking Material: Absorbent rope, made from cotton, 1;'4 to 3,8 inch in diameter. in length required to produce 2-inch exposure on exterior and 18 inches in cavity between wythes. EXTERIOR STONE CLADDING 044200 - 6 PROJECT=07043-stone F. Sealants for Joints in Dimension Stone Cladding: Manufacturer's standard chemically curing, elastomeric sealants of base polymer and characteristics indicated below that comply with applicable requirements in Division 07 Section"Joint Sealants" and do not stain stone. 1. Colors: Provide colors of exposed sealants to comply with the following requirement: a. Match color of existing sealant indicated by manufacturer's designations. G. Sealant for Filling Kerfs: . 1. Single-component, nonsag, neutral-curing, medium to high modulus, silicone sealant; Class 25,Use NT (nontraffic), and Use M (masonry). 2. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include,but are not limited to, the following: 3. Products: Subject to compliance with requirements,provide one of the following: a. Sonneborn,Division of ChemRex; NT 1. 2.4 STONE FABRICATION A. General: Fabricate stone units in sizes and shapes required to comply with requirements indicated, including details on Drawings and Shop Drawings. 1. For granite, comply with recommendations in NBGQA's "Specifications for Architectural Granite." 2. For limestone, comply with recommendations in ILI's "Indiana Limestone Handbook." 3. For marble, comply with recommendations in MIA's "Dimensional Stone--Design Manual IV." B. Control depth of stone and back check to maintain minimum clearance of 3/4 inch between backs of stone units and surfaces or projections of structural members, fireproofing (if any), backup walls, and other work behind stone. C. Dress joints (bed and vertical) straight and at right angle to face, unless otherwise indicated. Shape beds to fit supports. D. Cut and drill sinkages and holes in stone for anchors, fasteners, supports, and lifting devices as indicated or needed to set stone securely in place. E. Finish exposed faces and edges of stone to comply with requirements indicated for finish and to match approved samples. F. Quirk-miter corners, unless otherwise indicated; provide for cramp anchorage in top and bottom bed joints of corner pieces. G. Cut stone to produce uniform joints 1'4 inch wide and in locations indicated. H. Contiguous Work: Provide chases, reveals, reglets, openings, and similar features as required to accommodate contiguous work. EXTERIOR STONE CLADDING 044200 - 7 PROJECT n07043-stone I. Inspect finished stone units at fabrication plant for compliance with requirements for appearance, material, and fabrication. Replace defective units. 1. Grade and mark stone for overall uniform appearance when assembled in place. Natural variations in appearance are acceptable if installed stone units match range of colors and other appearance characteristics represented in approved samples and mockups. PART 3-EXECUTION 3.1 EXAMINATION A. Examine surfaces to receive dimension stone cladding and conditions under which dimension stone cladding will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. 1. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of dimension stone cladding. 2. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 SETTING DIMENSION STONE CLADDING, GENERAL A. Before setting stone clean surfaces that are dirty or stained by removing soil, stains, and foreign materials. Clean stone by thoroughly scrubbing with fiber brushes and then drenching with clear water. Use only mild cleaning compounds that contain no caustic or harsh materials or abrasives. B. Execute dimension stone cladding installation by skilled mechanics and employ skilled stone fitters at Project site to do necessary field cutting as stone is set. 1. Use power saws with diamond blades to cut stone. Produce lines cut straight and true, with edges eased slightly to prevent snipping. — C. Contiguous Work: Provide reveals, reglets, and openings as required to accommodate contiguous work. D. Set stone to comply with requirements indicated on Drawings and Shop Drawings. Install anchors, supports, fasteners, and other attachments indicated or necessary to secure dimension stone cladding in place. Shim and adjust anchors, supports, and accessories to set stone accurately in locations indicated with uniform joints of widths indicated and with edges and faces aligned according to established relationships and indicated tolerances. E. Provide expansion, control,and pressure-relieving joints of widths and at locations indicated. 1. Sealing expansion and other joints is specified in Division 07 Section "Joint Sealants." — 2. Keep expansion joints free of mortar and other rigid materials. F. Install concealed flashing at continuous shelf angles, lintels, ledges, and similar obstructions to _ downward flow of water to divert water to building exterior. EXTERIOR STONE CLADDING 044200 - S PROJECT#07043-stone G. Keep cavities open where unfilled space is indicated between back of stone units and backup wall; do not fill cavities with mortar or grout. 1. Place weep holes in joints where moisture may accumulate, including base of cavity walls, above shelf angles, and flashing. Locate weep holes at intervals not exceeding 24 _ inches. Use vent tubes or wicking material. 2. Place vents in cavity walls at tops of cavities, below shelf angles and flashing, and at intervals not exceeding 20 feet vertically. Locate vents in joints at intervals not exceeding 60 inches horizontally. Use vent tubes. 3.3 SETTING MECHANICALLY ANCHORED DIMENSION STONE CLADDING A. Attach anchors securely to stone and to backup surfaces. Comply with recommendations in ASTM C 1242. B. Provide compressible filler in ends of dowel holes and bottoms of kerfs to prevent end bearing of dowels and anchor tabs on stone. Fill remainder of anchor holes and kerfs with sealant indicated for filling kerfs. C. Set stone supported on clips or continuous angles on resilient setting shims. Use material of thickness required to maintain uniform joint widths and to prevent point loading of stone on anchors. Hold shims back from face of stone a distance at least equal to width of joint. 3.4 JOINT-SEALANT INSTALLATION A. Prepare joints and apply sealants of type and at locations indicated to comply with applicable requirements in Division 07 Section"Joint Sealants." 3.5 INSTALLATION TOLERANCES A. Variation from Plumb: For vertical lines and surfaces of walls, do not exceed 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch in 40 feet or more. For external corners, corners and jambs within 20 feet of an entrance, expansion joints, and other conspicuous lines, do not exceed 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 3/8 inch in 40 feet or more. B. Variation from Level: For lintels, sills, water tables, parapets, horizontal bands, horizontal grooves, and other conspicuous lines, do not exceed 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 3/8 inch maximum. C. Variation of Linear Building Line: For positions shown in plan and related portions of walls and partitions, do not exceed 14 inch in 20 feet or 1/2 inch in 40 feet or more. D. Variation in Cross-Sectional Dimensions: For thickness of walls from dimensions indicated, do not exceed plus or minus 1'4 inch. E. Variation in Joint Width: Do not vary from average joint width more than plus or minus 1/8 inch or a quarter of nominal joint width, whichever is less. For joints within 60 inches of each other, do not vary more than 1i8 inch or a quarter of nominal joint width, whichever is less from one to the other. EXTERIOR STONE CLADDING 044200 -9 PROJECT #07043-stone F. Variation in Plane between Adjacent Stone Units (Lipping): Do not exceed 1/16-inch difference between planes of adjacent units. 3.6 ADJUSTING AND CLEANING A. Remove and replace broken, chipped, stained, or otherwise damaged stone, defective joints, and dimension stone cladding that does not match approved samples. Damaged stone may be repaired if Architect approves methods and results. B. Replace in a manner that results in dimension stone cladding's matching approved samples, complying with other requirements, and showing no evidence of replacement. C. In-Progress Cleaning: Clean dimension stone cladding as work progresses. Remove excess sealant and smears as sealant is installed. D. Final Cleaning: Clean dimension stone cladding no fewer than six days after completion of pointing and sealing, using clean water and stiff-bristle fiber brushes. Do not use wire brushes, — acid-type cleaning agents, cleaning agents containing caustic compounds or abrasives, or other materials or methods that could damage stone. END OF SECTION 044200 EXTERIOR STONE CLADDING 044200 - 10 PROJECT#07043-stone • • 079200 - JOINT SEALANTS 079200 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general construction provisions of the Contract including Common Sections eluding Division I), and other Divisions and Sections of the Specifications to which the prod- ucts, materials and system(s) specified herein are attached, supporting, protecting or related. 1.2 SUMMARY A. This Section includes joint sealants for the following applications, including those specified by reference to this Section: 1. Exterior joints in the following vertical surfaces and horizontal nontraffic surfaces: a. Construction joints in cast-in-place concrete. b. Joints in dimension stone. c. Joints between different materials listed above. d. Other joints as indicated. 2. Exterior joints in the following horizontal traffic surfaces: _ a. Isolation and contraction joints in cast-in-place concrete slabs. b. Joints between different materials listed above. c. Other joints as indicated. 1.3 PERFORMANCE REQUIREMENTS A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. B. Provide joint sealants for interior applications that establish and maintain airtight and water- resistant continuous joint seals without staining or deteriorating joint substrates. 1.4 SUBMITTALS A. Product Data: For each joint-sealant product indicated. B. Samples for initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. JOLT SEALANTS 079200 - i PROJECT -0"043-szor_e C. Compatibility and Adhesion Test Reports: From sealant manufacturer, indicating the following: 1. Materials forming joint substrates and joint-sealant backings have been tested for compatibility and adhesion with joint sealants. 2. Interpretation of test results and written recommendations for primers and substrate preparation needed for adhesion. D. Product Test Reports: Based on comprehensive testing of product formulations performed by a — qualified testing agency, indicating that sealants comply with requirements. E. Warranties: Special warranties specified in this Section. F. MSDS sheets updated for contractor's records. 1.5 DUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized Installer who is approved or licensed for — installation of elastomeric sealants required for this Project. B. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer. 1.6 PROJECT CONDITIONS — A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint- sealant manufacturer or are below 40 deg F. 2. When joint substrates are wet. — 3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. 4. Contaminants capable of interfering with adhesion have not yet been removed from joint substrates. 1.7 WARRANTY A. Special Installer's Warranty: Installer's standard form in which Installer agrees to repair or replace elastomeric joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. — B. Special Manufacturer's Warranty: Manufacturer's standard form in which elastomeric sealant manufacturer agrees to furnish elastomeric joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Per'.od: Two years from date of Substantial Completion. JOINT SEALANTS 079200 -2 PROJECT=07043-stone • C. Special warranties specified in this Article exclude deterioration or failure of elastomeric joint sealants from the following: 1. Movement of the structure resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression caused by _ structural settlement or errors attributable to design or construction. 2. Disintegration of joint substrates from natural causes exceeding design specifications. 3. Mechanical damage caused by individuals, tools, or other outside agents. _ 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed :n other Part 2 articles. B. Products: Subject to compliance with requirements, provide one of the products listed in other Part 2 articles. 2.2 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer,based on testing and field experience. B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. 2.3 ELASTOMERIC JOINT SEALANTS A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid-applied chemically curing sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates. B. Single-Component Nonsag Urethane Sealant [ES-<#>]: 1. Products: a. Sika Corporation, Inc.: Sikaflex- la. b. Sonneborn, Division of ChemRex Inc.; Ultra. — (for lower 7' of precast interior) c. Sonneborn, Division of ChemRex line.; NP 1. d. Tr=co: Vulkem 116. Type and Grade: S (single component) and NS (nonsag). _. . 3. Class: 25, JOINT SEALANTS 079:'00 - 3 PROJECT-0"0d''-stone 4. Uses Related to Exposure: T(traffic) and NT(nontraffic). a. Uses: Color anodic aluminum, aluminum coated with a high-performance coating, galvanized steel, brick, granite, marble,ceramic tile and wood. C. Single-Component Pourable Urethane Sealant: 1. Products: a. Sonneborn, Division of ChemRex Inc.; SL 1. b. Tremco; Vulkem Nova 300 SSL. 2. Type and Grade: S (single component) and P(pourable). 3. Class: 25. 4. Uses Related to Exposure: T(traffic). 2.4 JOINT-SEALANT BACKING A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. — B. Cylindrical Sealant Backings: ASTM C 1330,Type C(closed-cell self backer-rod material with a surface skin), and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance: C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or — joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self- adhesive tape where applicable. 2.5 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. — B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to — promote optimum adhesion of sealants to joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces — adjacent to joints. JOINT SEALANTS 0779200 - PROJECT=0-043-stone • PART 3 -EXECUTION 3.1 EX MI NATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint- sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates include the following: a. Concrete. b. Stone. 3. Remove laitance and form-release agents from concrete. B. Joint Priming: Prime joint substrates, where recommended in writing by joint-sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALANTS A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable tc materials, applications, and conditions indicated. JOINT SEAL'ANTS 079200 - 5 PROJECT T07043-stone C. Install sealant backings of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist,puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. E. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. 4. Provide flush joint configuration where indicated per Figure 5B in ASTM C 1193. 5. Provide recessed joint configuration of recess depth and at locations indicated per Figure 5C in ASTM C 1193. a. Use masking tape to protect surfaces adjacent to recessed tooled joints. 3.4 CLEANNNG A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.5 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances —' and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work. END OF SECTION 079200 JOINT SEALANTS 079200 - 6 PROJECT =--07O43-stone