The URL can be used to link to this page

13-0416_AVI-CON DBA CA CONSTRUCTION_D6_Specifications CITY OF SAN JUAN CAPISTRANO COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND CONTRACT DOCUMENTS For Friends of the Library Bookstore Relocation MEMBERS OF THE CITY COUNCIL LARRY KRAMER, MAYOR JOHN TAYLOR LAURA FREESE SAM ALLEVATO DEREK REEVE CITY MANAGER KAREN BRUST ACTING PUBLIC WORKS DIRECTOR JAMES G. ROSS May 2013 TABLE OF CONTENTS Friends of the Library Bookstore Relocation TITLE PAGE CONTRACT DOCUMENTS Notice Inviting Bids .........................................................................................................................1 Bid Proposal .....................................................................................................................................3 Schedule of Work Items ...................................................................................................................6 Non-Collusion Affidavit ................................................................................................................12 Designation of Sub-Contractors .....................................................................................................13 Instructions to Bidders ...................................................................................................................14 Bid Bond ................................................................................................................................... BB-1 Performance Bond .................................................................................................................... PB-1 Labor & Material Bond ............................................................................................................ LM-1 CONTRACT Contract ........................................................................................................................................C-1 SPECIAL PROVISIONS Work to be Done ................................................................................................ SP-1 Section 1 Standard Specifications ...................................................................................... SP-1 Section 2 Terms Defined ................................................................................................... SP-3 Section 3 Flow and Acceptance of Water .......................................................................... SP-3 Section 4 Water .................................................................................................................. SP-3 Section 5 Insurance and Overhead Costs ........................................................................... SP-3 Section 6 Protection of Existing Utilities .......................................................................... SP-4 Section 7 Protection of Private Property ............................................................................ SP-4 Section 8 Construction Zone .............................................................................................. SP-4 Section 9 Pre-Construction Coordination Meeting ............................................................ SP-5 Section 10 Project Site Maintenance ................................................................................... SP-5 Section 11 Preservation of Survey Monuments ................................................................... SP-8 Section 12 Monumentation Identification ........................................................................... SP-8 Section 13 Project Access .................................................................................................... SP-9 Section 14 Regulatory Permits ............................................................................................ SP-9 Section 15 Indemnification .................................................................................................. SP-9 Section 16 Jobsite Safety ................................................................................................... SP-10 Section 17 Hours of Work ................................................................................................. SP-10 BUILDING SPECIFICATIONS DIVISION 01 - GENERAL REQUIREMENTS 01 1000 SUMMARY 2 01 2000 PRICE AND PAYMENT PROCEDURES 1 01 3000 ADMINISTRATIVE REQUIREMENTS 3 01 3050 DESIGN PROCEDURES AND SUBSTANTIATION REQUIREMENTS 4 01 4000 QUALITY REQUIREMENTS 2 01 4219 REFERENCE STANDARDS 1 01 4533 CODE-REQUIRED SPECIAL INSPECTIONS 2 01 5000 TEMPORARY FACILITIES AND CONTROLS 2 01 6000 PRODUCT REQUIREMENTS 2 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 6 DIVISION 02 - EXISTING CONDITIONS 02 4100 DEMOLITION 3 DIVISION 03 - CONCRETE 03 3000 CAST-IN-PLACE CONCRETE 5 DIVISION 04 - MASONRY 04 2300 GLASS UNIT MASONRY 1 DIVISION 05 - METALS 05 5213 PIPE AND TUBE RAILINGS 2 DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06 1000 ROUGH CARPENTRY 4 06 2000 FINISH CARPENTRY 2 06 4100 ARCHITECTURAL WOOD CASEWORK 2 DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 1001 VERTICAL WATERPROOFING 1 07 2100 THERMAL INSULATION 2 07 5423 THERMOPLASTIC-POLYOLEFIN ROOFING (TPO) 5 07 6200 SHEET METAL FLASHING AND TRIM 2 DIVISION 08 - OPENINGS 08 1416 FLUSH WOOD DOORS 2 08 1433 STILE AND RAIL WOOD DOORS 2 08 6200 UNIT SKYLIGHTS 2 08 7100 DOOR HARDWARE 1 DIVISION 09 - FINISHES 09 2116 GYPSUM BOARD ASSEMBLIES 2 09 2400 PORTLAND CEMENT PLASTERING 2 09 3000 TILING 4 09 5100 ACOUSTICAL CEILINGS 2 09 6800 CARPETING 2 09 9000 PAINTING AND COATING 5 DIVISIONS 10-14 – NOT USED DIVISION 21 – FIRE SUPPRESSION – DESIGN BUILD DIVISION 22 – PLUMBING – DESIGN BUILD DIVISION 23 – HVAC – DESIGN BUILD DIVISION 25 – ELECTRICAL – DESIGN BUILD 1 CITY OF SAN JUAN CAPISTRANO NOTICE INVITING BIDS FOR CONSTRUCTING Friends of the Library Bookstore Relocation CIP NO. ???? N-1. NOTICE IS HEREBY GIVEN that sealed bids for the construction of this project will be received at the office of the City Clerk of the City of San Juan Capistrano, California, until 2 pm on Insert Date at which time they will be opened and read aloud in Council Chambers of the City of San Juan Capistrano. N-2 DESCRIPTION OF THE WORK: Renovations and additions to the existing San Juan Capistrano Library located at 31495 El Camino Real, San Juan Capistrano, CA 92675, to accommodate a new bookstore. N-3 LOCATION OF THE WORK: The project site is located at 31495 El Camino Real, San Juan Capistrano, CA 92675. N-4 COMPLETION OF THE WORK: Time is of the essence. All work must be completed within One Hundred Eighty (180) calendar days after the date specified in the Notice to Proceed. Liquidated damages will be assessed as set forth in the Agreement for failure to meet the specified completion date. N-5 AWARD OF CONTRACT: (a) The City will award the contract for this project to the lowest responsible bidder. (b) As a condition of award, the successful bidder will be required to submit payment and performance bonds and insurance in an amount of 100 percent of the contract price. N-6 BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of 10 percent of the total bid price, payable to the City of San Juan Capistrano. N-7 BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period of 60 calendar days after the date of Bid opening. N-8 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class “A” Contractor license at the time of submitting bids. N-9 CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the general prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates is on file at the office of the City. The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. N-10 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. 2 N-11 MANDATORY PRE-BID VISIT TO WORK SITE: Prospective bidders are invited to attend a pre-bid Mandatory walk through of the proposed work site and existing facilities which will be conducted by the City at 10 am on ????. Any Bidder who fails to attend the prebid site visit will be considered non-responsive and bids from such Contractor will not be accepted. Site visit will be made during pre-bid meeting and Contractor accepts full responsibility for acceptance of all site conditions that would have been evident had a site inspection been made. Pre bid meeting will be held at the City Hall Council Chambers. N-12 EXISTING BUILDING DRAWINGS: Copy of existing building drawings for project is available for review at the Public Works Department, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. N-12 OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a) A set of paper Contract Documents will be available by 1:00 pm on ???? and may be inspected without charge at the Public Works Department, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. (b) Electronic sets of said Contract Documents can viewed online after 1:00 pm on ????. Copies of Plans and Specifications may be purchased from Coastal Blue, Corp., 33091 Calle Perfecto, San Juan Capistrano, CA. 92675, (949)240-9911, www.coastalblue.com. N-14 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed and addressed to the City of San Juan Capistrano, and shall be delivered or mailed to the City Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. The envelope shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "Bid For Friends of the Library Bookstore Relocation, CIP ????" followed by the date and hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid. BY ORDER OF THE CITY OF SAN JUAN CAPISTRANO CITY OF SAN JUAN CAPISTRANO Date By___________________ Maria Morris Clerk of the Board 3 BID PROPOSAL For the: Friends of the Library Bookstore Relocation. From: ____________________________________ Contractor, License No. & Classification To the Members of the City Council City of San Juan Capistrano Gentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, including all supplements therefore, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby proposes and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of: _____________________________________________ $_______________ Words Figures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of One Hundred Eighty (180) calendar days. All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of bids. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. 4 It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected, then any check or cashier’s check shall be returned to the undersigned within thirty (30) days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to enter into a contract within fifteen (15) days after the agreement is delivered to him for signature, or within such further time as may be granted by the Members of the City Council, then said check shall be cashed or said bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest bid who will execute a contract shall be paid into the treasury of the City of San Juan Capistrano as liquidated damages for the failure of the undersigned to comply with the terms of this proposal. Accompanying this proposal is (Insert “$ cash,” cashier’s check, certified check or bidder’s bond on the forms from pages BB-1 and BB-2 of these Contract Documents, as the case may be), in an amount equal to at least ten (10) percent of the total bid. The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned: Licensed in accordance with an act providing for the registration of contractors -- License No. and Classification . Signature of Bidder: 1 CITY OF SAN JUAN CAPISTRANO NOTICE INVITING BIDS FOR CONSTRUCTING Friends of the Library Bookstore Relocation CIP NO. ???? N-1. NOTICE IS HEREBY GIVEN that sealed bids for the construction of this project will be received at the office of the City Clerk of the City of San Juan Capistrano, California, until 2 pm on Insert Date at which time they will be opened and read aloud in Council Chambers of the City of San Juan Capistrano. N-2 DESCRIPTION OF THE WORK: Renovations and additions to the existing San Juan Capistrano Library located at 31495 El Camino Real, San Juan Capistrano, CA 92675, to accommodate a new bookstore. N-3 LOCATION OF THE WORK: The project site is located at 31495 El Camino Real, San Juan Capistrano, CA 92675. N-4 COMPLETION OF THE WORK: Time is of the essence. All work must be completed within One Hundred Eighty (180) calendar days after the date specified in the Notice to Proceed. Liquidated damages will be assessed as set forth in the Agreement for failure to meet the specified completion date. N-5 AWARD OF CONTRACT: (a) The City will award the contract for this project to the lowest responsible bidder. (b) As a condition of award, the successful bidder will be required to submit payment and performance bonds and insurance in an amount of 100 percent of the contract price. N-6 BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of 10 percent of the total bid price, payable to the City of San Juan Capistrano. N-7 BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period of 60 calendar days after the date of Bid opening. N-8 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class “A” Contractor license at the time of submitting bids. N-9 CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the general prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates is on file at the office of the City. The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. N-10 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. 2 N-11 MANDATORY PRE-BID VISIT TO WORK SITE: Prospective bidders are invited to attend a pre-bid Mandatory walk through of the proposed work site and existing facilities which will be conducted by the City at 10 am on ????. Any Bidder who fails to attend the prebid site visit will be considered non-responsive and bids from such Contractor will not be accepted. Site visit will be made during pre-bid meeting and Contractor accepts full responsibility for acceptance of all site conditions that would have been evident had a site inspection been made. Pre bid meeting will be held at the City Hall Council Chambers. N-12 EXISTING BUILDING DRAWINGS: Copy of existing building drawings for project is available for review at the Public Works Department, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. N-12 OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a) A set of paper Contract Documents will be available by 1:00 pm on ???? and may be inspected without charge at the Public Works Department, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. (b) Electronic sets of said Contract Documents can viewed online after 1:00 pm on ????. Copies of Plans and Specifications may be purchased from Coastal Blue, Corp., 33091 Calle Perfecto, San Juan Capistrano, CA. 92675, (949)240-9911, www.coastalblue.com. N-14 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed and addressed to the City of San Juan Capistrano, and shall be delivered or mailed to the City Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. The envelope shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "Bid For Friends of the Library Bookstore Relocation, CIP ????" followed by the date and hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid. BY ORDER OF THE CITY OF SAN JUAN CAPISTRANO CITY OF SAN JUAN CAPISTRANO Date By___________________ Maria Morris Clerk of the Board 3 BID PROPOSAL For the: Friends of the Library Bookstore Relocation. From: ____________________________________ Contractor, License No. & Classification To the Members of the City Council City of San Juan Capistrano Gentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, including all supplements therefore, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby proposes and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of: _____________________________________________ $_______________ Words Figures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of One Hundred Eighty (180) calendar days. All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of bids. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. 4 It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected, then any check or cashier’s check shall be returned to the undersigned within thirty (30) days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to enter into a contract within fifteen (15) days after the agreement is delivered to him for signature, or within such further time as may be granted by the Members of the City Council, then said check shall be cashed or said bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest bid who will execute a contract shall be paid into the treasury of the City of San Juan Capistrano as liquidated damages for the failure of the undersigned to comply with the terms of this proposal. Accompanying this proposal is (Insert “$ cash,” cashier’s check, certified check or bidder’s bond on the forms from pages BB-1 and BB-2 of these Contract Documents, as the case may be), in an amount equal to at least ten (10) percent of the total bid. The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned: Licensed in accordance with an act providing for the registration of contractors -- License No. and Classification . Signature of Bidder: 5 (If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.) Dated: Business Address Dated: Telephone Number Further, the undersigned bidder certifies that he has thoroughly checked the figures set forth in this proposal, that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: Signature of Bidder Dated: Telephone Number 6 SCHEDULE OF WORK ITEMS Friends of the Library Bookstore Relocation Total Bid Price (Enter here and on Page 3) $ Words Figures 7 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) ) SS. County of ) , being first duly sworn deposes and says that he is of , the party making the foregoing bid; that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of such bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in such bid are true; and further, that said bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection therewith, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, or to any other individual except to any person or persons as have a partnership or other financial interest with said bidder in this general business. Dated: SIGNATURE On this the ______ day of _________________, 2012, before me, the undersigned, a Notary Public in and for said State, personally appeared __________________________________________, personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) _____________________________________ subscribed to the within instrument, and acknowledge that ____________________________________ executed it. WITNESS my hand and official seal. Notary Public in and for said State 8 DESIGNATION OF SUB-CONTRACTORS Submit with Proposal. In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of California as amended, the undersigned certifies that he has used the sub-bids of the following listed sub-contractors in making up his bid, and that the sub-contractors listed will be used for the work for which they bid, subject to the approval of the Engineer, and in accordance with the applicable provisions of the Specifications. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general contractor only. Item of Work Sub-contractor License No. Address Phone & Classification 1. _____________ __________________ __________________ _______ 2. _____________ __________________ __________________ _______ 3. _____________ __________________ __________________ _______ 4. _____________ __________________ __________________ _______ 5. _____________ __________________ __________________ _______ 6. _____________ __________________ __________________ _______ 7. _____________ __________________ __________________ _______ 8. _____________ __________________ __________________ _______ _____________________________________ BIDDER’S NAME AUTHORIZED SIGNATURE 9 INSTRUCTION TO BIDDERS Securing Documents Plans, Specifications and other contract documents will be available for examination without charge and copies may be secured in accordance with the “Notice Inviting Bids.” Examination of Plans, Specifications and Site of Work The bidder is required to examine the site of work, the Proposal, the Plans and the Specifications, and Special Provisions, if any, very carefully. He shall satisfy himself as to the character, quality and quantities of the work to be performed, the materials to be furnished and the requirements of the Contract Documents. The plans for the work show conditions as they are believed to exist, but it is not to be inferred that all the conditions as shown thereon are actually existent, nor shall the City of San Juan Capistrano or any of its officers or agents be liable for any loss sustained by the contractor as a result of any variance between conditions shown on the plans and actual conditions revealed during examination or progress of the work. The submission of a proposal shall be prima facie evidence that the bidder has made such an examination. Interpretation of Drawings and Documents If any bidder should find discrepancies in, or omissions from the drawings, specifications or other proposed contract documents, or if he should be in doubt as to the true meaning of any part thereof, he shall at once make a written request to the Engineer for correction, clarification or interpretation of the point or points in question. The person submitting such a request shall be responsible for its prompt delivery. In the event that the Engineer receives such a request and it should be found that certain essential information is not clearly and fully set forth, or if the Engineer discovers errors, omissions, or points requiring clarification in the drawings or documents, a written addendum will be mailed to each person to whom a set of contract documents has been delivered. The City of San Juan Capistrano will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum. Addenda or Bulletins The effect of all addenda to the contract documents shall be considered in the bid and said addenda shall be made a part of the contract documents and shall be returned with them. Before submitting his bid, each bidder shall inform himself as to whether or not any such addenda have been issued, and failure to cover in his bid any such addenda issued may render his bid invalid and result in its rejection. Disqualification of Bidders No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or corporation who has submitted a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a bid in his own behalf. 10 Proposals Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and in figures; and the signatures of all persons signing shall be in longhand. Where there is a conflict in the words and the figures, the words shall govern. B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. D. The City of San Juan Capistrano may require any bidder to furnish a statement of his experience, financial responsibility, technical ability, equipment and references properly and fully filled out. E. Each bidder shall list his proposed sub-contractors on the form accompanying the proposal in accordance with the provisions of the specifications. F. Each bidder must accompany his bid with either a cashier’s check upon some responsible bank, or a properly certified check upon such bank, or an approved corporate surety bond payable to the City of San Juan Capistrano for such a sum of not less than ten (10) percent of the aggregate sum of the bid, which check or bond and the monies represented thereby shall be held by the City of San Juan Capistrano as a guarantee that the bidder, if awarded the contract, will in good faith enter into such contract and furnish the required bonds. The bidder agrees that, in case of his refusal or failure to execute said contract and give bonds within the time required by these documents, such check or bond, and the money represented thereby, shall remain the property of the City of San Juan Capistrano and, if the bidder shall fail to execute said contract, said surety will pay to the City of San Juan Capistrano the damages which the City of San Juan Capistrano may suffer by reason of such failure not exceeding the sum of ten (10) percent of the amount of the bid. A bid received and not accompanied by such cashier's check, certified check or approved bond shall be rejected. G. Bids shall be delivered to the City of San Juan Capistrano at the location stipulated on or before the day and hour set for the opening of bids, as hereinbefore specified in the “Notice Inviting Bids.” Bids shall be enclosed in a sealed envelope bearing the title of the work, the name of the bidder, bid opening date and time of bid opening. 11 Licensing of Contractor All persons, firms, partnerships or corporations shall be licensed in accordance with the Business and Professions Code of the State of California and the applicable ordinances of the City and County before doing any work of any kind. Withdrawal of Bids Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing time for receipt of bids. Opening of Bid Proposals The City of San Juan Capistrano will, in open session, publicly open, examine and declare the bids at the time set forth in the “Notice Inviting Bids.” Bidders or their authorized representatives are invited to be present. Award of Contract or Rejection of Bids No bidder may withdraw his bid for a period of ninety (90) days after the date set for the opening of bids. The contract for the work will either be awarded or the bids rejected within the ninety (90) days from the date set for the opening of bids. The contract for the work will be awarded to the lowest responsible bidder complying with these instructions and with the “Notice Inviting Bids.” The City of San Juan Capistrano, however, reserves the right to reject any or all bids and to waive mere informalities, minor technical errors or irregularities, obvious clerical errors or erasures. The bidder to whom the award is made shall execute two (2) copies of the written contract with the City of San Juan Capistrano and furnish the stipulated bonds, insurance and bid breakdown within fifteen (15) days after the bid opening date. The contract shall be made in the form adopted by the City of San Juan Capistrano. The release of the successful bidder’s surety deposit, as previously stipulated (page 5), shall be made upon the City of San Juan Capistrano's acceptance of the Labor and Materials Bond and the Faithful Performance Bond. If the bidder to whom the award is made fails to enter the contract as herein provided, the award may be annulled and an award may be made to the next lowest responsible bidder; and such bidder shall fulfill every stipulation embraced herein, as if he were the party to whom the first award was made. A corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the contract and bonds for the corporation is duly authorized to do so. Bonds The successful bidder, simultaneously with the execution of the Agreement, will be required to furnish a Labor and Material Bond in a sum not less than one hundred (100) percent of the total amount payable by the terms of the contract and a Faithful Performance Bond in a sum not less than one hundred (100) percent of the amount of the contract. Said bonds shall be secured from a surety company selected from the surety companies set forth in the standard specifications. Bonds must be submitted on the forms contained in these specifications. Time Performance 12 The work shall be commenced within fifteen (15) calendar days from the date of issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of one hundred fifty (150) calendar days from the date specified in the Notice to Proceed has been set for completion of the work. The bidder’s attention is directed to the specifications as to provisions for extension of time of completion and/or assessment of liquidated damages. Assignment of Contract No assignment by the Contractor of any contract to be entered into hereunder or any part thereof, or of funds to be received thereunder by the Contractor, will be recognized by the awarding authority unless such assignment has had prior approval of the awarding authority and the surety has been given notice of such assignment in writing and has consented thereto in writing. Workmen and Wages Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City of San Juan Capistrano pursuant to said Code and as listed in the “Notice Inviting Bids.” Construction Permits It shall be the Contractor’s responsibility to obtain all necessary permits, bonds and insurance, as required, for the completion of the project. No extra compensation shall be made therefore. The Contractor will be required to execute a City Encroachment Permit for construction work under this contract. This Encroachment Permit does not satisfy the requirement for transportation permits for overload or overweight vehicles. The Contractor shall contact the Engineering Division for issuance of these permits. BB-1 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, ____________________________ ____________________________, as PRINCIPAL, and ________________________________ ____________________________, as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $_______________________, for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated ______________________, 2012, for the construction of “Sun Ranch Drainage Improvements, CIP 11503”, for the CITY OF SAN JUAN CAPISTRANO, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (15) days after the agreement has been presented to him for execution, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. Further, as a part of the obligation secured hereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney’s fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their BB-2 several seals this ________________ day of __________, 2012, the name and corporate seal of each corporate party being affixed hereto and these presents duly signed by its undersigned representative pursuant to authority of its governing body. Two Witnesses (If Individual) ____________________________________ PRINCIPAL __________________________________ __________________________________ BY:________________________________ Title:_______________________________ ATTEST (If Corporation) Corporate Seal ____________________________________ SURETY ATTEST BY:________________________________ Title:_______________________________ __________________________________ Title______________________________ APPROVED AS TO FORM: ___________________________________ Omar Sandoval, City Attorney PB-1 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That___________________________________________________________________, as Principal, hereinafter called CONTRACTOR, and __________________________________, as Surety, hereinafter called SURETY, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, as Obligee, hereinafter called CITY, in the amount of _____________________________________________________________________________ Dollars for payment whereof Contractor and Surety bond themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated __________________________ ________________, entered into a (describe agreement):_for the construction of: _______”Sun Ranch Drainage Improvements, CIP 11503” ____________ _ ________ which contract is by reference made a part hereof; NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney’s fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB-2 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this __________________ day of _____________________________, 2012, at __________________________________________________, California. PRINCIPAL ____________________________________ APPROVED AS TO FORM (NOTARIZATION AND SEAL) _______________________________ OMAR SANDOVAL, CITY ATTORNEY SURETY ____________________________________ (NOTARIZATION AND SEAL) LM-1 Premium Included LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the CITY OF SAN JUAN CAPISTRANO, a municipal corporation of Orange County, California, has awarded to ________________________________, License No. ___________, hereinafter designated as “Principal”, a contract for the construction of “Sun Ranch Drainage Improvements, CIP 11503” ; and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we __________________________________________________, Principal, and ______________________________________________________, as surety, are Held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of ______________________________________________________________DOLLARS ($__________), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney’s fee to be fixed by the court. This bond shall inure to the benefit of an and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suite brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. LM-2 As a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney’s fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the ____________________day of _________________________, 2012. The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. ____________________________________ PRINCIPAL By_________________________________ ____________________________________ SURETY By_________________________________ APPROVED AS TO FORM _____________________________ CITY ATTORNEY C-1 CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as “CITY” and SPIESS CONSTRUCTION COMPANY, INC. hereinafter referred to as “CONTRACTOR.” IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2012 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Sun Ranch Drainage Improvements, CIP 11503, in strict conformity with the Plans, Specifications and all other contract documents prepared by Hall & Foreman, Inc. and dated June, 26, 2012 which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Five Hundred (500) Dollars per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. C-2 FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred (100) percent of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney’s fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than Two Million (2,000,000) Dollars combined single limit. Insurance certificates shall be for a minimum period of one (1) year. C-3 CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $1,000,000 property damage; $1,000,000 injury to one person/any one occurrence/ not limited to contractual period; $2,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than thirty (30) days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, or in any manner connected with the performance of the obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day’s work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five (25) Dollar for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight (8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, C-4 pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano Dated: BY: LARRY KRAMER, MAYOR BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Maria Morris, City Clerk APPROVED AS TO FORM: Omar Sandoval, City Attorney SP-1 CITY OF SAN JUAN CAPISTRANO Friends of the Library Bookstore Relocation SPECIAL PROVISIONS WORK TO BE DONE The work to be done consists of Renovations and additions to the existing San Juan Capistrano Library located at 31495 El Camino Real, San Juan Capistrano, CA 92675, to accommodate a new bookstore. SECTION 1 – STANDARD SPECIFICATIONS Not applicable. SECTION 2 – TERMS DEFINED Whenever in the said Standard Specifications the following terms are used, it is hereby provided that the following City departments or person shall be intended: AGENCY shall mean City of San Juan Capistrano whenever appropriate. BOARD shall mean the City Council of the City of San Juan Capistrano. ENGINEER shall mean City Engineer or other person(s) designated by same. SECTION 3 – FLOW AND ACCEPTANCE OF WATER Surface or other waters may be encountered at various times during construction. The Contractor, by submitting a bid, acknowledges that he has investigated the risks arising from surface or other waters and has prepared his bid accordingly. It shall be the sole responsibility of the Contractor to protect his work from danger due to any waters encountered. Should any damage to the work due to surface or other water occur prior to acceptance of the work by the City, the Contractor shall repair such damage at his expense. Contractor shall design and provide temporary pipe network and graded channels within work area to divert street run-off across and through work area. Piping system shall be sized to accept low flows, nuisance run off during grading operations. Drainage within graded dirt areas shall be designed with settling basins to capture sediment prior to entering City storm drain piping within Del Obispo Road. SECTION 4 – WATER Water will be available from the City of San Juan Capistrano. Arrangements for temporary construction water services permit and water service may be made by contacting the City of San Juan Capistrano Utilities Department at (949) 487-4300 one week prior to need for service. All water facility construction shall conform to the “Standard Specifications,” City of San Juan Capistrano Utilities Department, and “The Uniform Plumbing Code,” 2010 Edition. SECTION 5 – INSURANCE AND OVERHEAD COSTS SP-2 The Contractor shall receive no direct compensation for insurance and overhead (move-in costs, for example) costs. Accordingly, these costs should be prorated to the appropriate bid items. SECTION 6 – PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE ALERT) The Engineer has endeavored to show all existing utilities. The Contractor must, however, take all due precautionary measures to protect all of the existing utilities. The Contractor shall have all utilities located by contacting the responsible agency at lease forty-eight (48) hours prior to commencing any construction work. The Contractor’s attention is directed to the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the locations of their substructures in the construction area when the Contractor gives at least forth-eight (48) hours notice to the USA by calling 1-800-422-4133. Other utility phone numbers are noted on Sheet 1 of the plans. Full compensation for conforming to the requirements of this section shall be considered as included in the contract bid prices paid for the various items of work, and no additional compensation will be allowed therefore. SECTION 7 – PROTECTION OF PRIVATE PROPERTY The Contractor must remain within the construction zone to the best of his ability. The Contractor must protect all existing private property improvements, unless otherwise shown on the Plans to be removed, relocated, or location of improvements require temporary demolition and replacement. Improvements shall be reconstructed in a timely manner equal to or better than the preconstruction condition and to the satisfaction of the owner. Prior to removal of any material including walks, walls, landscape shrubs and trees from private property Contractor shall meet with property owner and Agency Representative to review removal limits and impact to existing property. Contractor shall stake clearing limits on private property based on construction plans to review impacts with property owners. Construction access to easement shall be restricted to Contractor from Del Obispo Road and through Scalzo Property (TT 16146). No access to easement or work areas shall be made across private property unless approved by Engineer and private property owner. Contractor shall install temporary 6-ft high temporary chain link fence during construction on Sun Ranch private properties as shown on the plans. Fencing locations shall be adjusted during field installation as directed by City Engineer. SECTION 8 – CONSTRUCTION ZONE Contractor shall protect property and facilities adjacent to the construction zone, and all property and facilities within the construction zone which are shown on the plans to be protected. After completion of project, the construction zone shall be clean and in a presentable condition. All public- or privately-owned improvements and facilities shall be restored to their original condition and location. In the event improvements of facilities are damaged, they shall be replaced with new SP-3 materials equal to the original. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street, way or parking area during performance of the contract work, and Contractor shall conduct his operations so as not to interfere with the authorized work of utility companies or other agencies in such streets, way or parking areas. The Contractor shall be responsible for investigating conditions of available public and private roads and of clearances, restrictions and other limitations affecting transportation and ingress and egress to the site of the work. In an emergency situation, such as a storm event, or when required by the County of Orange, Contractor shall remove all equipment as requested. SECTION 9 – PRE-CONSTRUCTION COORDINATION MEETING Prior to the commencement of construction, arrangements will be made for a meeting between the Contractor, the Engineer, and involved utility representatives. The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract, review scheduling, discuss construction methods and clarify inspection procedures. The Contractor will be required to submit a complete schedule in the attached form showing the number of working days required to complete each phase of the project. This schedule shall be approved by the City Engineer prior to the start of construction. SECTION 10 – PROJECT SITE MAINTENANCE Water Pollution Control No person shall commence or continue any construction project in the CITY that causes the disturbance of existing ground by clearing, grading, saw cutting, or excavating without obtaining a permit from the CITY. The CONTRACTOR shall be informed regarding, and shall adhere to, the requirements of the State Water Resources Control Board and the San Diego Regional Water Quality Control Board (RWQCB). All work shall be performed in accordance with: 1. The National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction Activity (General Permit) (when applicable), Water Quality Order 99-08-DWQ, NPDES No. CAS000002 and subsequent modifications, which can be found on the internet at: http://www.waterboards.ca.gov/stormwtr/construction.html 2. The Waste Discharge Requirements for Discharges of Urban Runoff from the Municipal Separate Storm Sewer Systems (MS4s) Water Quality Order No. R9-2002-0001, NPDES NO. CAS0108740; and any subsequent modifications thereof; The following requirements shall apply to all projects undergoing construction in the CITY. The requirements set forth below shall apply at the time of demolition of an existing structure or construction. SP-4 1. The CONTRACTOR shall prepare a Storm Water Pollution Prevention Plan (SWPPP) for the project construction activities in accordance with City Requirements and State of California standards. CONTRACTOR shall submit SWPPP to City for review and approvals. Once SWPP is approved, by City, Contractor shall file notice of Intent and pay all fees to State for construction permits. The CONTRACTOR shall implement of an effective combination of erosion and sediment controls, waste and materials management controls, and other BMPs, as required to minimize transport of pollutants from the site to streets, drainage facilities or adjoining property by wind or runoff, to the maximum extent practicable. If the Engineer determines that the CONTRACTOR’S measures are not adequate, the CONTRACTOR shall provide whatever additional measures are required to achieve compliance. 2. The CONTRACTOR shall designate a qualified person who is trained and competent in the use of Best Management Practices (BMP’s) and who shall be on the site daily, although not necessarily full time, to evaluate the conditions of the site with respect to storm water pollution prevention. This person shall ensure the implementation of the conditions of the City of San Juan Capistrano, the Contract Documents, the City’s Local water quality ordinance (www.sanjuancapistrano.org), and other State and local regulations and ordinances with respect to control of erosion, sediment and other forms of water pollution, as well as other waste management regulations. Further, this person shall be responsible for monitoring weather and implementation of any emergency plans as needed. The weather shall be monitored on a five-day forecast plan and a full BMP protection plan shall be activated when a 40% chance of rain is forecasted. This person shall also be responsible for overseeing the general project operations and evaluating the effectiveness of the BMP's. This person shall modify the BMP’s as necessary to keep the project site in compliance. This person or other designated site management staff shall be responsible to inspect the BMP’s routinely and ensure maintenance measures are implemented. 3. The CONTRACTOR shall educate all employees, subcontractors, and suppliers about storm water BMPs and water pollution controls required during various construction activities to prevent the impact of construction discharges. The CONTRACTOR shall ensure that all personnel are trained in basic urban runoff management. A list of attendees and copies of the educational materials shall be kept on file at the site and submitted to the Engineer at the conclusion of each training session, upon request. 4. The CONTRACTOR shall protect with BMPs, such as gravel bags and filter fabric or other BMP approved by the CITY, all new and existing storm water conveyance system structures and other facilities from sedimentation or other related construction debris and discharges, or by any other equal product that is approved by the Engineer. 5. No washing of construction or other industrial vehicles shall be allowed adjacent to a construction site. No water from washing vehicles on a construction site is allowed to run off into the CITY’S storm drain system, including the streets and gutters. 6. The CONTRACTOR shall prevent any discharge of concrete rinse water, saw cutting and cold milling materials, and other pollutant into a stormwater conveyance facility with physical barriers. Polluted discharges are prohibited from entering the storm drain system, including the streets and gutters. 7. Any sediments or other materials, which are not retained on the site shall be removed the same day prior to leaving the site. Where determined necessary by the Engineer or his or her designated SP-5 representative, a temporary sediment barrier shall be installed. 8. On an emergency basis only, plastic covering may be utilized to prevent erosion of an otherwise unprotected area, along with runoff devices to intercept and effectively convey the runoff to the storm drain system after elimination of contaminants. These measures cannot be used for a duration longer than 48 hours unless specifically approved by the CITY. 9. Drainage controls shall be utilized at all project locations. Nuisance flow resulting from landscaping and irrigation runoff (if applicable) shall be retained on-site the extent of proposed construction activities. 10. CONTRACTOR shall refer to and be familiar with the most recent edition of the Construction BMP Handbook, produced and published by the California Stormwater Quality Association at www.caBMPhandbooks.com . This document can be used for specific guidance on selecting best management practices for reducing pollutants in storm water discharges from construction activities. 11. Littering. No person shall throw, deposit, place, leave, maintain, keep or permit to be thrown, deposited, placed, left or maintained or kept, any refuse, rubbish, garbage, broken concrete, or any other discarded or abandoned, articles or accumulations, in or upon any street, alley, sidewalk, storm drain, inlet, catch basin conduit or drainage structure, business place, or upon any public or private plot of land in the CITY, so that the same might be or become a pollutant, except in containers, recycling bags, or other lawfully established waste disposal facilities. 12. At least 24 hours in advance of any storm event where the probability of rain is 40 percent or greater, all BMPs that are installed in the curb and gutter, in front of or on a storm drain catch basin, or around storm drain drop inlets are to be removed to prevent blocking of any storm drain or impede drainage. This does not relieve the CONTRACTOR’S obligation to prevent silt, sediment, or any other pollutant from entering the storm drain system as a result of work activities. 13. During the dry season (May 1 through September 30 each year), the CONTRACTOR shall inspect at least weekly all pollutant control measures installed to mitigate construction activities during the dry season. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were inspected, including detailed inspection reports. 14. During the rainy season (October 1st through April 30th each year), the CONTRACTOR shall inspect at least daily all pollutant control measures, and inspect before and after every rain event and every 24 hours during any prolonged rain event. The CONTRACTOR shall implement special maintenance measures as required to meet all requirements at CONTRACTOR’S expense. At the conclusion of any rain event, the CONTRACTOR shall immediately repair all pollutant control measures. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were inspected, including detailed inspection reports, and a list of BMP’s that were found to be inadequate. 15. The CONTRACTOR shall perform routine maintenance of all pollution control measures continuously for the duration of the project. The CONTRACTOR shall implement special maintenance measures before and after every rain event and every 24 hours during any prolonged rain event. The CONTRACTOR shall maintain and repair all pollutant control measures as soon as possible after the conclusion of each rain event as worker safety allows. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request, documentation SP-6 that these pollutant control measures were maintained, including detailed inspection reports, work orders on daily routine work and special maintenance work that was performed, and a list of BMP’s that were found to be inadequate. 16. Upon completion of project construction and acceptance of project by City, Contractor shall file Notice of Termination with State of California for construction operations. The CONTRACTOR shall monitor the project site for unmitigated non-stormwater discharge 24 hours and day, 7 days a week, throughout the duration of the project construction. If an unmitigated non- stormwater discharge leaves the project site at any time, the CONTRACTOR shall immediately stop all the activity causing the discharge and mitigate the discharge. The CONTRACTOR shall also immediately notify the Engineer of the discharge. As soon as practical, any and all waste material, sediment, debris or other pollution from any discharge shall be removed from the drainage system by the CONTRACTOR. The CONTRACTOR shall adhere to reporting requirements as identified in the General Permit for Construction Water Quality Order 99-08-DWQ, NPDES No. CAS000002. Whenever an authorized inspector has reasonable cause to believe that there exists on the construction site any condition, which constitutes an impact to human or environmental health (as defined in the CITY’s stormwater program), or if CONTRACTOR is notified of required corrections and does not correct in the amount of time provided and/or violation of the provisions of the requirements herein, the permit will cause to be in effect, and all construction works on the site shall be terminated at the CONTRACTOR’S expense. The CONTRACTOR shall conform to all Stormwater control BMPs designated by the Engineer, in accordance with the recommendations and specifications set forth in the Stormwater NPDES, and as outlined herein in this Contract Document. SECTION 11 – PRESERVATION OF SURVEY MONUMENT Effective January 1, 1995, AB 1414 “Preservation of Survey Monumentation Compliance with Section 8771 of the Business and Professional Code” provides for the preservation of Survey Monuments in construction projects. This legislation mandates that prior to construction monuments are to be referenced in the field and “Corner Records” prepared for filing in the Office of the County Surveyor. It also mandates that after construction, monuments are to be reset and “Corner Records” filed with the County Surveyor. This must be done prior to certifying completion of a project. The City requires monumentation preservation on all capital improvement projects where monumentation points are present and the contractor shall be responsible for submitting proper documentation to the Office of the County Surveyor in compliance with AB 1414. Project finalization, Notice of Completion and/or release of retention shall be contingent upon obtaining documentation from the contractor’s project surveyor or engineer that monuments have been set or restored and Corner Records filed with, and to, the satisfaction of the County Surveyor. All costs necessary to comply with this legislation shall be allocated to the appropriate bid item. SECTION 12 – MONUMENTATION IDENTIFICATION In accordance with the Professional Land Surveyor Act, Section 8772, any monument set by a licensed land surveyor or registered civil engineer to mark or reference a point on a property or land line shall be permanently and visibly marked or tagged with the certificate number of the surveyor or civil engineer setting it, each number to be preceded by the letters “L.S.” or “R.C.E.,” respectively, as the case may be or, if the monument is set by a public agency, it shall be marked with the name of SP-7 the agency and the political subdivision it serves. Nothing in this section shall prevent the inclusion of other information on the tag which will assist in the tracing or location of the survey records which relate to the tagged monument. Centerline ties filed with the Orange County Surveyor will be checked for compliance with this law. SECTION 13 – PROJECT ACCESS Construction access to the project shall be exclusively at the intersection of Del Obispo and the Private Driveway to the Scalzo Property at 32281 Del Obispo Street. SECTION 14 – REGULATORY PERMITS The City of San Juan Capistrano has obtained Construction Permits from: 1. Regional Water Quality Control Board 2. Army Corps of Engineers - Nationwide Permit 3. State of California – Stream Bed Alteration Agreement Contractor shall comply with all conditions set forth by the permit conditions. SECTION 15 – INDEMNIFICATION Contractor hereby releases and agrees to indemnify, defend, and hold harmless the City of San Juan Capistrano, and Hall & Foreman, Inc. (HFI), and the Private Property Owners listed herein, their parent and subsidiary companies, agents, employees, consultants and representatives for any and all damage to persons and property or wrongful death regardless of whether or not such claim, damage, loss or expense is caused in whole or in part by the negligence, active or passive, of the City of San Juan Capistrano, HFI, and the County of Orange, their parent and subsidiary companies, as well as their agents and employees, excepting only the sole negligence of the City of San Juan Capistrano, HFI, and the County of Orange, their parent or subsidiary companies and their agents and employees to the fullest extent permitted by law. Such indemnification shall extend to all claims, demands, actions or liability for injuries, death or damages occurring after completion of the project, as well as during the work’s progress. Contractor further agrees that it shall accomplish the above at its own cost, expense and risk exclusive of and regardless of any applicable insurance policy or position taken by any insurance company regarding coverage. Additional Insured Private Property Owners at: 1 32191 Paseo De Manuel 2 32181 Paseo De Manuel 3 32281 Del Obispo Road (Scalzo) 4 32285 Del Obispo Road 5 32171 Via Alicia 6 32151 Via Alicia 7 32141 Via Alicia 8 32131 Via Alicia 9 25872 Paseo De Juanita 10 25861 Paseo De Juanita 11 25832 Calle Ricardo 12 25822 Calle Ricardo (Price) 13 25802 Calle Ricardo (Jurtz) SP-8 14 25782 Calle Ricardo 15 25772 Calle Ricardo (Barnes) 16 25762 Calle Ricardo (McIntyre) SECTION 16 – JOBSITE SAFETY Contractor acknowledges responsibility for jobsite safety and acknowledges that the engineer will not have any such responsibility. To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold the City of San Juan Capistrano, HFI, and the County of Orange, their parent companies, subsidiaries, agents, and employees from and against all claims, damages, losses and expenses, including but not limited to attorney fees and claim costs, arising out of or resulting from performance of work by the Contractor, its subcontractors, or their agents and employees, which results in damage to persons or property including wrongful death regardless of whether or not such claim, damage, loss or expense is caused in whole or in part by the negligence, active or passive, of the City of San Juan Capistrano, HFI, and the County of Orange, their parent and subsidiary companies, as well as their agents and employees, excepting only the sole negligence of the City of San Juan Capistrano and HFI, their parent or subsidiary companies and their agents and employees. SECTION 17 – HOURS OF WORK The City of San Juan Capistrano construction work hours are: Monday through Friday: 7 a.m. – 5 p.m. Saturday: 8:30 a.m. – 4:30 p.m. Saturday (Earth Hauling): 8:30 a.m. – 12:30 p.m. Sunday None Federal Holidays None San Juan Library Bookstore Relocation 01 1000 - 1 SUMMARY April 08, 2013 SECTION 01 1000 SUMMARY PART 1 GENERAL 1.01 PROJECT A. Project Name: Friends of the Library Bookstore Relocation. B. Owner's Name: San Juan Capistrano Friedns of the Libraray on behalf of the City of San Juan Capistrano. C. Architect's Name: James Goodman, Architecture, Roy Nunn Principal Designer. D. The Project consists of the Renovations & additions to an existing structureto accommodate a new bookstore. 1.02 CONTRACT DESCRIPTION A. Contract Type: A single prime contract based on a Stipulated Price as described in Document 00 5200 - Agreement Form. 1.03 DESCRIPTION OF ALTERATIONS WORK A. Scope of demolition and removal work is shown on drawings and specified in Section 02 4100. B. Plumbing: Alter existing system and add new construction, keeping existing in operation. C. HVAC: Alter existing system and add new construction, keeping existing in operation. D. Electrical Power and Lighting: Alter existing system and add new construction, keeping existing in operation. E. Fire Suppression Sprinklers: Alter existing system and add new construction, keeping existing in operation. F. Fire Alarm: Alter existing system and add new construction, keeping existing in operation. G. Telephone: Alter existing system and add new construction, keeping existing in operation. 1.04 OWNER OCCUPANCY A. Owner intends to continue to occupy adjacent portions of the existing building during the entire construction period. B. Owner intends to occupy the Project upon Substantial Completion. C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. D. Schedule the Work to accommodate Owner occupancy. 1.05 CONTRACTOR USE OF SITE AND PREMISES A. Construction Operations: Limited to areas noted on Drawings. B. Arrange use of site and premises to allow: 1. Owner occupancy. 2. Use of site and premises by the public. C. Provide access to and from site as required by law and by Owner: 1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered. 2. Do not obstruct roadways, sidewalks, or other public ways without permit. D. Existing building spaces may not be used for storage. E. Time Restrictions: 1. Limit conduct of exterior work to the hours of 7:00 am - 5:00 pm. F. Utility Outages and Shutdown: 1. Limit disruption of utility services to hours the building is unoccupied. 1215 / San Juan Library Bookstore Relocation 01 1000 - 2 SUMMARY 2. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system, without 7 days notice to Owner and authorities having jurisdiction. 3. Prevent accidental disruption of utility services to other facilities. 1.06 SPECIFICATION SECTIONS APPLICABLE TO ALL CONTRACTS A. Unless otherwise noted, all provisions of the sections listed below apply to all contracts. Specific items of work listed under individual contract descriptions constitute exceptions. B. Section 01 2000 - Price and Payment Procedures. C. Section 01 3000 - Administrative Requirements. D. Section 01 4000 - Quality Requirements. E. Section 01 4219 - Reference Standards. F. Section 01 5000 - Temporary Facilities and Controls. G. Section 01 7000 - Execution and Closeout Requirements. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION San Juan Library Bookstore Relocation 01 2000 - 1 PRICE AND PAYMENT PROCEDURES April 08, 2013 SECTION 01 2000 PRICE AND PAYMENT PROCEDURES PART 1 GENERAL 1.01 SECTION INCLUDES A. Procedures for preparation and submittal of applications for progress payments. 1.02 RELATED REQUIREMENTS A. Section 00 5000 - Contracting Forms and Supplements: Forms to be used. 1.03 SCHEDULE OF VALUES A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. B. Forms filled out by hand will not be accepted. 1.04 APPLICATIONS FOR PROGRESS PAYMENTS A. Payment Period: Submit at intervals stipulated in the Agreement. B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. C. Forms filled out by hand will not be accepted. D. Execute certification by signature of authorized officer. E. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work. F. Submit three copies of each Application for Payment. G. Include the following with the application: 1. Transmittal letter as specified for Submittals in Section 01 3000. 2. Partial release of liens from major Subcontractors and vendors. 1.05 APPLICATION FOR FINAL PAYMENT A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due. B. Application for Final Payment will not be considered until the following have been accomplished: 1. All closeout procedures specified in Section 01 7000. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION San Juan Library Bookstore Relocation 01 3000 - 1 ADMINISTRATIVE REQUIREMENTS April 08, 2013 SECTION 01 3000 ADMINISTRATIVE REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Preconstruction meeting. B. Progress meetings. C. Submittals for review, information, and project closeout. D. Submittal procedures. 1.02 RELATED REQUIREMENTS A. Section 01 7000 - Execution and Closeout Requirements: Additional coordination requirements. B. Section 01 7800 - Closeout Submittals: Project record documents. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PRECONSTRUCTION MEETING A. Owner will schedule a meeting after Notice of Award. B. Attendance Required: 1. Owner. 2. Architect. 3. Contractor. C. Agenda: 1. Execution of Owner-Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 5. Designation of personnel representing the parties to Contract, Owner and Architect. 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 7. Scheduling. D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 3.02 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals. B. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect, as appropriate to agenda topics for each meeting. C. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems that impede, or will impede, planned progress. 5. Review of submittals schedule and status of submittals. 6. Maintenance of progress schedule. 7. Corrective measures to regain projected schedules. 8. Planned progress during succeeding work period. 9. Maintenance of quality and work standards. San Juan Library Bookstore Relocation 01 3000 - 2 ADMINISTRATIVE REQUIREMENTS April 08, 2013 10. Effect of proposed changes on progress schedule and coordination. 11. Other business relating to Work. D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 3.03 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. Samples will be reviewed only for aesthetic, color, or finish selection. D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 - CLOSEOUT SUBMITTALS. 3.04 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: 1. Design data. 2. Certificates. 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 7. Other types indicated. B. Submit for Architect's knowledge as contract administrator or for Owner. No action will be taken. 3.05 SUBMITTALS FOR PROJECT CLOSEOUT A. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 4. Bonds. 5. Other types as indicated. B. Submit for Owner's benefit during and after project completion. 3.06 NUMBER OF COPIES OF SUBMITTALS A. Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected. B. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect. 1. After review, produce duplicates. 2. Retained samples will not be returned to Contractor unless specifically so stated. 3.07 SUBMITTAL PROCEDURES A. Transmit each submittal with approved form. B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. San Juan Library Bookstore Relocation 01 3000 - 3 ADMINISTRATIVE REQUIREMENTS April 08, 2013 D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. E. Schedule submittals to expedite the Project, and coordinate submission of related items. F. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor. G. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work. H. Provide space for Contractor and Architect review stamps. I. When revised for resubmission, identify all changes made since previous submission. J. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. K. Submittals not requested will not be recognized or processed. END OF SECTION San Juan Library Bookstore Relocation 01 3050 - 1 DESIGN PROCEDURES AND SUBSTANTIATION REQUIREMENTS April 08, 2013 SECTION 01 3050 DESIGN PROCEDURES AND SUBSTANTIATION REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Procedures for Mechanical, Plumbing, & Electrical design of the facility, based on the design criteria specified in the drawings. B. Substantiation requirements. 1.02 DEFINITIONS A. Substantiation: All forms of evidence that are used to predict whether the design will comply with the requirements or to verify that the construction based on the design actually does comply. During Preliminary Design, Design Development, and Construction Documents, requirements to submit substantiation are primarily intended to forestall use of designs or constructions that will not comply. At any time before completion of construction, substantiation is presumed to be only a prediction and may subsequently be invalidated by actual results. The term substantiation is used to distinguish these forms of evidence from traditional submittals commonly required during the construction phase. B. Proven-In-Use: Proven to comply by having actually been built to the same or very similar design with the same materials as proposed and functioning as specified. 1.03 REFERENCE STANDARDS A. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection and/or Testing; 2011. 1.04 SUBMITTALS A. Substantiation Submittal Procedures: 1. Time Frames: As specified. If there is a conflict between the degree of detail or completion specified and the progress of the design or construction, obtain a clarification before submitting. 2. Recipient: Owner's Architect . 3. Number of Copies: 1 Electronic Copy in PDF format for Owner's use and records; Owner will return not more than 1 Copy. 4. Resubmissions: Clearly identified as such, with all changes made since the original submittal clearly marked. 1.05 QUALITY ASSURANCE A. Qualifications of Testing/Inspection Agencies Performing Substantiation: 1. Qualified and equipped to perform applicable tests/inspection. 2. Authorized to operate in the State in which the project is located. 3. Substantiation: Submittal of qualifications, based on ASTM E329. PART 2 PRODUCTS 2.01 DESIGN-BUILDER FURNISHED PRODUCTS A. In addition to requirements specified in other sections, provide products and elements that comply with the following. B. Elements Made Up of More Than One Product: 1. Where an element is specified by performance criteria, use construction either proven-in-use or proven-by-mock-up, unless otherwise indicated. a. The Design-Builder may choose whether to use elements proven-in-use or proven-by-mock-up, unless either option is indicated as specifically required. b. Where test methods accompany performance requirements, use those test methods to test the mock-up. 2. Where a type of product is specified, without performance criteria specifically applicable to the element, use the type of product specified. San Juan Library Bookstore Relocation 01 3050 - 2 DESIGN PROCEDURES AND SUBSTANTIATION REQUIREMENTS April 08, 2013 3. Where more than one type of product is specified, without performance criteria specifically applicable to the element, use one of the types of products specified. 4. Where a type of product is specified, with applicable performance criteria, use either the type of product specified or another type of product that meets the performance criteria as proven-in-use or proven-by-mock-up. 5. Where more than one type of product is specified, with applicable performance criteria, use either one of the types of products specified or another type of product that meets the performance criteria as proven-in-use or proven-by-mock-up. 6. Where neither types of products nor performance criteria are specified, use products that will perform well within the specified life span of the building. C. Products: 1. Where a product is specified only by a manufacturer name and model number/brand name, use only that model/brand product. 2. Where the properties of a product are specified by description and/or with performance criteria, use products that comply with the description and/or performance criteria. 3. Where manufacturers are listed for a particular product, use a product made by one of those manufacturers that also complies with other requirements. D. Reference Standards: Where products or workmanship is specified by reference to a document not included in the Contract Documents, comply with the requirements of the document, except where more stringent requirements are specified. 1. Date of Issue: As indicated in each instance except where a specific date is established by code. PART 3 EXECUTION 3.01 DESIGN A. During Preliminary Design, the design criteria and the design itself must be refined, finalized, and documented. B. Owner will appoint representatives of the following departments to review proposed solutions: 1. Architect. 2. Operations staff. 3. Maintenance staff. C. Design Documentation: Record all design and performance criteria that will be of use during occupancy and operation of the project, including all items specified for maintenance manuals, below. 1. Design Criteria Documentation Included in Construction Documents: Organized logically (from the point of view of operations staff) and placed in a prominent location in drawing sets. 2. If desired, documentation may consist of annotated modifications to and amplification of the Conceptual Documents, with changes that affect Contract Times or Contract Price documented as required for modifications. 3. If required, shop drawings may be used to accomplish design documentation. 4. Owner will maintain the project program document, modified to reflect changes made during refinement of the design. 3.02 PERMITS A. Mechanical, Plumbing, & Electrical Design-Builder is responsible for processing and procurement of applicable Mechanical, Plumbing, & Electrical permits. 3.03 PERFORMANCE OF SUBSTANTIATION A. In addition to the requirements stated in other sections, provide the following substantiation of compliance at each stage of the project: 1. If a substantiation requirement is specified without an indication of when it is to be submitted, submit or execute it before the end of Construction Documents. San Juan Library Bookstore Relocation 01 3050 - 3 DESIGN PROCEDURES AND SUBSTANTIATION REQUIREMENTS April 08, 2013 B. Proven-In-Use: Where elements proven-in-use are used to comply with performance requirements: 1. In the Proposal, identify which elements will be accomplished using proven-in-use elements. 2. During Design Development, identify proven-in-use elements proposed for use, including building name, location, date of construction, owner contact, and description of design and materials in sufficient detail to enable reproduction in this project. C. Design Analyses (including Engineering Calculations): 1. Where a design analysis or calculation is specified without identifying a particular method, perform analysis in accordance with accepted engineering or scientific principles to show compliance with specified requirements, and submit report that includes analysis methods used and the name and qualifications of the designer. 2. Where engineering design is allowed to be completed after commencement of construction, substantiation may be in the form of shop drawings or other data. 3. Submit design analyses at the end of Design Development unless otherwise indicated. 4. Where design analysis is specified to be performed by licensed design professional, use a design professional licensed in the State in which the Project is located. D. Substantiation for Products: 1. Where actual brand name products are not identified by either the Owner or the Design-Builder, identify the products to be used. 2. In the Proposal: a. Identify one or more product types for each system, assembly, or element. b. For each product type, provide brief descriptive or performance specifications. c. For major manufactured products that are commonly purchased by brand name, and any other products so indicated, identify at least one manufacturer that will be used. 3. During Preliminary Design or Design Development: a. Where more than one product type is identified for a particular system, assembly, or element, identify exactly which type will be used. b. For each product type, provide descriptive or performance specifications; early submittals may be brief specifications, but complete specifications are required prior to completion of construction documents. c. For each product type, identify at least one manufacturer that will be used. d. For major manufactured products that are commonly purchased by brand name, and any other products so indicated, provide manufacturer's product literature on at least one actual brand name product that meets the specifications, including performance data and sample warranty. 4. During Construction: a. Identify actual brand name products used for every product, except commodity products specified by performance or description. b. Where a product is specified by performance requirements with test methods, and if so specified, provide test reports showing compliance. c. Provide manufacturer's product literature for each brand name product. d. Provide the manufacturer's certification that the product used on the project complies with the contract documents. 5. Before End of Closeout: a. Provide copies of all manufacturer warranties that extend for more than one year after completion. E. Regardless of whether substantiation is specified or not, the actual construction must comply with the specified requirements and may, at the Owner's discretion, be examined, inspected, or tested to determine compliance. 1. Substantiation submittals will not be approved or accepted, except to the extent that they are part of documents required to be approved or accepted in order to proceed to the next stage of design or construction. However, approval or acceptance of substantiation will San Juan Library Bookstore Relocation 01 3050 - 4 DESIGN PROCEDURES AND SUBSTANTIATION REQUIREMENTS April 08, 2013 not constitute approval or acceptance of deviations from the specified requirements unless those deviations are specifically identified as such on the submittal. 2. The Owner accepts the responsibility to review substantiation submittals in a timely manner and to respond if they are unacceptable. 3.04 FIELD TESTING AND INSPECTION AS SUBSTANTIATION A. Perform all testing, observation, and inspection required by code and as specified. B. Reports: Written report of each test/inspection; including complete details of conditions, methods, and results, signed by responsible individual. END OF SECTION San Juan Library Bookstore Relocation 01 4000 - 1 QUALITY REQUIREMENTS April 08, 2013 SECTION 01 4000 QUALITY REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Control of installation. B. Tolerances. C. Testing and inspection services. 1.02 RELATED REQUIREMENTS A. Document 00 3100 - Available Project Information: Soil investigation data. B. Section 01 4219 - Reference Standards. C. Section 01 6000 - Product Requirements: Requirements for material and product quality. 1.03 REFERENCE STANDARDS 1.04 REFERENCES AND STANDARDS - SEE SECTION 01 4219 1.05 TESTING AND INSPECTION AGENCIES A. Owner will employ and pay for services of an independent testing agency to perform specified testing. B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 3.02 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. 3.03 TESTING AND INSPECTION A. Testing Agency Duties: 1. Test samples of mixes submitted by Contractor. 2. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services. 1215 / San Juan Library Bookstore Relocation 01 4000 - 2 QUALITY REQUIREMENTS 3. Perform specified sampling and testing of products in accordance with specified standards. 4. Ascertain compliance of materials and mixes with requirements of Contract Documents. 5. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work or products. 6. Perform additional tests and inspections required by Architect. 7. Submit reports of all tests/inspections specified. B. Limits on Testing/Inspection Agency Authority: 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Agency may not approve or accept any portion of the Work. 3. Agency may not assume any duties of Contractor. 4. Agency has no authority to stop the Work. C. Contractor Responsibilities: 1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs. 2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities. 3. Provide incidental labor and facilities: a. To provide access to Work to be tested/inspected. b. To obtain and handle samples at the site or at source of Products to be tested/inspected. c. To facilitate tests/inspections. d. To provide storage and curing of test samples. 4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services. 5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. 6. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. D. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. E. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor. 3.04 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements. B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment. END OF SECTION San Juan Library Bookstore Relocation 01 4219 - 1 REFERENCE STANDARDS April 08, 2013 SECTION 01 4219 REFERENCE STANDARDS PART 1 GENERAL 1.01 SECTION INCLUDES A. Requirements relating to referenced standards. B. Reference standards full title and edition date. 1.02 QUALITY ASSURANCE A. For products or workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard of date of issue specified in this section, except where a specific date is established by applicable code. C. Should specified reference standards conflict with Contract Documents, request clarification from the Architect before proceeding. D. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of the Architect shall be altered by the Contract Documents by mention or inference otherwise in any reference document. PART 2 CONSTRUCTION INDUSTRY ORGANIZATION DOCUMENTS END OF SECTION San Juan Library Bookstore Relocation 01 4533 - 1 CODE-REQUIRED SPECIAL INSPECTIONS April 08, 2013 SECTION 01 4533 CODE-REQUIRED SPECIAL INSPECTIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. Code-required special inspections. 1.02 DEFINITIONS A. Code or Building Code: 2010 Edition of the California Building Code and, more specifically, Chapter 17 - Structural Tests and Inspections, of same. B. Authority Having Jurisdiction (AHJ): Agency or individual officially empowered to enforce the building, fire and life safety code requirements of the permitting jurisdiction in which the Project is located. C. Special Inspection: 1. Special inspections are inspections and testing of materials, installation, fabrication, erection or placement of components and connections mandated by the AHJ that also require special expertise to ensure compliance with the approved contract documents and the referenced standards. 2. Special inspections are separate from and independent of tests and inspections conducted by Owner or Contractor for the purposes of quality assurance and contract administration. 1.03 REFERENCE STANDARDS A. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2011. B. ASTM E329 - Standard Specification for Agencies Engaged Construction Inspection and/or Testing; 2011. C. AWS D1.4/D1.4M - Structural Welding Code - Reinforcing Steel; 2011. 1.04 SPECIAL INSPECTION AGENCY A. Owner or Architect will employ services of a Special Inspection Agency to perform inspections and associated testing and sampling required by the building code. B. Employment of agency in no way relieves Contractor of obligation to perform work in accordance with requirements of Contract Documents. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 SCHEDULE OF SPECIAL INSPECTIONS, GENERAL A. Frequency of Special Inspections: Special Inspections are indicated as continuous or periodic. 1. Continuous Special Inspection: Special Inspection Agency shall be present in the area where the work is being performed and observe the work at all times the work is in progress. 2. Periodic Special Inspection: Special Inspection Agency shall be present in the area where work is being performed and observe the work part-time or intermittently and at the completion of the work. 3.02 SPECIAL INSPECTIONS FOR CONCRETE CONSTRUCTION A. Reinforcing Steel, Including Prestressing of Tendons and Placement: Verify compliance with approved contract documents and ACI 318, 3.5 and 7.1 through 7.7; periodic. B. Reinforcing Steel Welding: Verify compliance with AWS D1.4 and ACI 318, 3.5.2; periodic. C. Design Mix: Verify plastic concrete complies with the design mix in approved contract documents and with ACI 318, Chapter 4 and 5.2; periodic. D. Specified Curing Temperature and Techniques: Verify compliance with approved contract documents and ACI 318, 5.11 through 5.13; periodic. 1215 / San Juan Library Bookstore Relocation 01 4533 - 2 CODE-REQUIRED SPECIAL INSPECTIONS E. Concrete Strength in Situ: Verify concrete strength complies with approved contract documents and ACI 318, 6.2, for the following. F. Formwork Shape, Location and Dimensions: Verify compliance with approved contract documents and ACI 318, 6.1.1; periodic. END OF SECTION San Juan Library Bookstore Relocation 01 5000 - 1 TEMPORARY FACILITIES AND CONTROLS April 08, 2013 SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.01 SECTION INCLUDES A. Temporary sanitary facilities. B. Temporary Controls: Barriers, enclosures, and fencing. C. Security requirements. D. Vehicular access and parking. E. Waste removal facilities and services. F. Project identification sign. 1.02 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization. B. Maintain daily in clean and sanitary condition. 1.03 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building. C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage. 1.04 FENCING A. Provide 6 foot (1.8 m) high fence around construction site; equip with vehicular and pedestrian gates with locks. 1.05 SECURITY - SEE SECTION 01 3553 A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. 1.06 VEHICULAR ACCESS AND PARKING - SEE SECTION 01 5500 A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles. B. Coordinate access and haul routes with governing authorities and Owner. C. Provide and maintain access to fire hydrants, free of obstructions. D. Existing parking areas may be used for construction parking. 1.07 WASTE REMOVAL A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. B. Provide containers with lids. Remove trash from site periodically. C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction. D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids. 1.08 PROJECT IDENTIFICATION A. Provide project identification sign of design and construction indicated on Drawings. 1215 / San Juan Library Bookstore Relocation 01 5000 - 2 TEMPORARY FACILITIES AND CONTROLS B. Erect on site at location indicated. C. No other signs are allowed without Owner permission except those required by law. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION San Juan Library Bookstore Relocation 01 6000 - 1 PRODUCT REQUIREMENTS April 08, 2013 SECTION 01 6000 PRODUCT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. General product requirements. B. Transportation, handling, storage and protection. C. Product option requirements. D. Substitution limitations and procedures. 1.02 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Lists of products to be removed from existing building. B. Section 01 4000 - Quality Requirements: Product quality monitoring. 1.03 SUBMITTALS A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. PART 2 PRODUCTS 2.01 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. B. Do not use products having any of the following characteristics: 1. Made outside the United States, its territories, Canada, or Mexico. 2. Made using or containing CFC's or HCFC's. 3. Made of wood from newly cut old growth timber. 2.02 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section. B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. C. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 1215 / San Juan Library Bookstore Relocation 01 6000 - 2 PRODUCT REQUIREMENTS 3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension that may subsequently become apparent. D. Substitution Submittal Procedure: 1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. The Architect will notify Contractor in writing of decision to accept or reject request. 3.02 TRANSPORTATION AND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. B. Transport and handle products in accordance with manufacturer's instructions. C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. F. Arrange for the return of packing materials, such as wood pallets, where economically feasible. 3.03 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. B. Store and protect products in accordance with manufacturers' instructions. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. E. For exterior storage of fabricated products, place on sloped supports above ground. F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. G. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter. H. Prevent contact with material that may cause corrosion, discoloration, or staining. I. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. J. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. END OF SECTION San Juan Library Bookstore Relocation 01 7000 - 1 EXECUTION AND CLOSEOUT REQUIREMENTS April 08, 2013 SECTION 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition, except removal, disposal, and/or remediation of hazardous materials and toxic substances. C. Cutting and patching. D. Surveying for laying out the work. E. Cleaning and protection. F. Closeout procedures, except payment procedures. 1.02 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials. B. Section 01 3000 - Administrative Requirements: Submittals procedures. C. Section 01 4000 - Quality Requirements: Testing and inspection procedures. 1.03 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. 1.04 QUALIFICATIONS A. For demolition work, employ a firm specializing in the type of work required. 1. Minimum of 5 years of documented experience. B. For survey work, employ a land surveyor registered in the State in which the Project is located and acceptable to Architect. Submit evidence of Surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. 1.05 PROJECT CONDITIONS A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. B. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property. C. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. D. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. 1. Outdoors: Limit conduct of especially noisy exterior work to the hours of 8 am to 5 pm. 2. Indoors: Limit conduct of especially noisy interior work to the hours of 6 pm to 7 am. E. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects from damaging the work. F. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or invading premises. G. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations. 1215 / San Juan Library Bookstore Relocation 01 7000 - 2 EXECUTION AND CLOSEOUT REQUIREMENTS 1.06 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Notify affected utility companies and comply with their requirements. C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean-up of work of separate sections. G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. PART 2 PRODUCTS 2.01 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 6000. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.02 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 1215 / San Juan Library Bookstore Relocation 01 7000 - 3 EXECUTION AND CLOSEOUT REQUIREMENTS 3.03 LAYING OUT THE WORK A. Verify locations of survey control points prior to starting work. B. Promptly notify Architect of any discrepancies discovered. C. Protect survey control points prior to starting site work; preserve permanent reference points during construction. D. Promptly report to Architect the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. E. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect. F. Utilize recognized engineering survey practices. G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading, fill and topsoil placement; utility locations, slopes, and invert elevations; and ________. 2. Grid or axis for structures. 3. Building foundation, column locations, ground floor elevations, and ________. H. Periodically verify layouts by same means. I. Maintain a complete and accurate log of control and survey work as it progresses. 3.04 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.05 ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace with new construction specified. 2. Remove items indicated on drawings. 3. Relocate items indicated on drawings. 4. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish. 5. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove, relocate, and extend existing systems to accommodate new construction. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel. 1215 / San Juan Library Bookstore Relocation 01 7000 - 4 EXECUTION AND CLOSEOUT REQUIREMENTS 2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply, distribution, and equipment as required. 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. a. Disable existing systems only to make switchovers and connections; minimize duration of outages. b. Provide temporary connections as required to maintain existing systems in service. 4. Verify that abandoned services serve only abandoned facilities. 5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. E. Adapt existing work to fit new work: Make as neat and smooth transition as possible. 1. When existing finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to Architect. F. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish. G. Refinish existing surfaces as indicated: 1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes. 2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match. H. Clean existing systems and equipment. I. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do not burn or bury. J. Do not begin new construction in alterations areas before demolition is complete. K. Comply with all other applicable requirements of this section. 3.06 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. B. See Alterations article above for additional requirements. C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non-conforming work. 1215 / San Juan Library Bookstore Relocation 01 7000 - 5 EXECUTION AND CLOSEOUT REQUIREMENTS D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. G. Restore work with new products in accordance with requirements of Contract Documents. H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07 8400, to full thickness of the penetrated element. J. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.07 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury. 3.08 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible. 3.09 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.10 FINAL CLEANING A. Use cleaning materials that are nonhazardous. 1215 / San Juan Library Bookstore Relocation 01 7000 - 6 EXECUTION AND CLOSEOUT REQUIREMENTS B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. E. Clean filters of operating equipment. F. Clean debris from roofs, gutters, downspouts, and drainage systems. G. Clean site; sweep paved areas, rake clean landscaped surfaces. H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.11 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. 1. Provide copies to Owner. B. Notify Architect when work is considered ready for Substantial Completion. C. Submit written certification that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's review. D. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to Owner-occupied areas. E. Notify Architect when work is considered finally complete. F. Complete items of work determined by Architect's final inspection. END OF SECTION San Juan Library Bookstore Relocation 02 4100 - 1 DEMOLITION April 08, 2013 SECTION 02 4100 DEMOLITION PART 1 GENERAL 1.01 SECTION INCLUDES A. Selective demolition of built site elements. B. Selective demolition of building elements for alteration purposes. C. Abandonment and removal of existing utilities and utility structures. 1.02 RELATED REQUIREMENTS A. Section 00 3100 - Available Project Information: Existing building survey conducted by Owner; information about known hazardous materials. B. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises. C. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by Contractor. D. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal. E. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage and relocation. F. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring. 1.03 REFERENCE STANDARDS A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition. 1.04 QUALITY ASSURANCE A. Demolition Firm Qualifications: Company specializing in the type of work required. 1. Minimum of 5 years of documented experience. PART 2 PRODUCTS -- NOT USED PART 3 EXECUTION 3.01 SCOPE A. Refer to Demolition Plan. B. Remove other items indicated, for salvage and recycling. C. Fill excavations, open pits, and holes in ground areas generated as result of removals, using specified fill; compact fill as required so that required rough grade elevations do not subside within one year after completion. 3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with other requirements specified in Section 01 7000. B. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 3. Provide, erect, and maintain temporary barriers and security devices. 4. Use physical barriers to prevent access to areas that could be hazardous to workers or the public. 5. Conduct operations to minimize effects on and interference with adjacent structures and occupants. San Juan Library Bookstore Relocation 02 4100 - 2 DEMOLITION April 08, 2013 6. Do not close or obstruct roadways or sidewalks without permit. 7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. C. Do not begin removal until receipt of notification to proceed from Owner. D. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. E. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. F. If hazardous materials are discovered during removal operations, stop work and notify Architect and Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury. G. Perform demolition in a manner that maximizes salvage and recycling of materials. 1. Dismantle existing construction and separate materials. 2. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or point of reuse. 3.03 EXISTING UTILITIES A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner. E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner. F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 3.04 SELECTIVE DEMOLITION FOR ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove existing systems and equipment as indicated. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components. San Juan Library Bookstore Relocation 02 4100 - 3 DEMOLITION April 08, 2013 2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. 3. Verify that abandoned services serve only abandoned facilities before removal. 4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. 4. Patch as specified for patching new work. 3.05 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. END OF SECTION San Juan Library Bookstore Relocation 03 3000 - 1 CAST-IN-PLACE CONCRETE April 08, 2013 SECTION 03 3000 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete formwork. B. Floors and slabs on grade. C. Concrete reinforcement. D. Joint devices associated with concrete work. E. Concrete curing. 1.02 REFERENCE STANDARDS A. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials; American Concrete Institute International; 2010. B. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete; American Concrete Institute International; 1991 (Reapproved 2002). C. ACI 301 - Specifications for Structural Concrete; American Concrete Institute International; 2010. D. ACI 302.1R - Guide for Concrete Floor and Slab Construction; American Concrete Institute International; 2004 (Errata 2007). E. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; American Concrete Institute International; 2000. F. ACI 305R - Hot Weather Concreting; American Concrete Institute International; 2010. G. ACI 306R - Cold Weather Concreting; American Concrete Institute International; 2010. H. ACI 308R - Guide to Curing Concrete; American Concrete Institute International; 2001 (Reapproved 2008). I. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; American Concrete Institute International; 2011. J. ACI 347 - Guide to Formwork for Concrete; American Concrete Institute International; 2004. K. ASTM A185/A185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete; 2007. L. ASTM A497/A497M - Standard Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete; 2007. M. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon Billet-Steel Bars for Concrete Reinforcement; 2012. N. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2011a. O. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2012a. P. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2012. Q. ASTM C150/C150M - Standard Specification for Portland Cement; 2012. R. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete; 2007. S. ASTM C173/C173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method; 2012. T. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2012. U. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2012. San Juan Library Bookstore Relocation 03 3000 - 2 CAST-IN-PLACE CONCRETE April 08, 2013 V. ASTM C881/C881M - Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete; 2010. W. ASTM C1059/C1059M - Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete; 1999 (Reapproved 2008). X. ASTM C1240 - Standard Specification for Silica Fume Used in Cementitious Mixtures; 2012. Y. ASTM D994/D994M - Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type); 2011. Z. ASTM D2103 - Standard Specification for Polyethylene Film and Sheeting; 2010. AA. ASTM E154 - Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover; 2008a. AB. ASTM E1155 - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor Levelness Numbers; 1996 (Reapproved 2008). AC. ASTM E1643 - Standard Practice for Selection, Design, Installation and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs; 2011. AD. COE CRD-C 48 - Method of Test for Water Permeability of Concrete; 1992. AE. COE CRD-C 513 - COE Specifications for Rubber Waterstops; Corps of Engineers; 1974. 1.03 QUALITY ASSURANCE A. Perform work of this section in accordance with ACI 301 and ACI 318. B. Follow recommendations of ACI 305R when concreting during hot weather. C. Follow recommendations of ACI 306R when concreting during cold weather. PART 2 PRODUCTS 2.01 FORMWORK A. Formwork Design and Construction: Comply with guidelines of ACI 347 to provide formwork that will produce concrete complying with tolerances of ACI 117. B. Form Materials: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances. 2.02 REINFORCEMENT A. Reinforcing Steel: ASTM A615/A615M Grade 60 (420). B. Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain type. C. Reinforcement Accessories: 1. Tie Wire: Annealed, minimum 16 gage (1.5 mm). 2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. 3. Provide stainless steel, galvanized, plastic, or plastic coated steel components for placement within 1-1/2 inches (38 mm) of weathering surfaces. 2.03 CONCRETE MATERIALS A. Cement: ASTM C150, Type V - Sulfate Resistant Portland type. B. Fine and Coarse Aggregates: ASTM C 33. C. Fly Ash: ASTM C618, Class C or F. D. Calcined Pozzolan: ASTM C618, Class N. E. Silica Fume: ASTM C1240, proportioned in accordance with ACI 211.1. 2.04 ACCESSORY MATERIALS A. Underslab Vapor Retarder: Multi-layer, fabric-, cord-, grid-, or aluminum-reinforced polyethylene or equivalent, complying with ASTM E1745, Class A; stated by manufacturer as San Juan Library Bookstore Relocation 03 3000 - 3 CAST-IN-PLACE CONCRETE April 08, 2013 suitable for installation in contact with soil or granular fill under concrete slabs. The use of single ply polyethylene is prohibited. 1. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic, prefabricated boots, etc., for sealing seams and penetrations in vapor retarder. 2. Products: a. Stego Industries, LLC; Stego Wrap Vapor Barrier 15-mil (Class A): www.stegoindustries.com. b. Substitutions: See Section 01 6000 - Product Requirements. 2.05 BONDING AND JOINTING PRODUCTS A. Latex Bonding Agent: Non-redispersable acrylic latex, complying with ASTM C1059 Type II. B. Epoxy Bonding System: Complying with ASTM C881/C881M and of Type required for specific application. C. Slab Isolation Joint Filler: 1/2 inch (13 mm) thick, height equal to slab thickness, with removable top section that will form 1/2 inch (13 mm) deep sealant pocket after removal. 2.06 CURING MATERIALS A. Evaporation Reducer: Liquid thin-film-forming compound that reduces rapid moisture loss caused by high temperature, low humidity, and high winds; intended for application immediately after concrete placement. 2.07 CONCRETE MIX DESIGN A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations. 1. Replace as much Portland cement as possible with fly ash, ground granulated blast furnace slag, silica fume, or rice hull ash as is consistent with ACI recommendations. B. Concrete Strength: Establish required average strength for each type of concrete on the basis of field experience, as specified in ACI 301. C. Normal Weight Concrete: 1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days: 3,000 pounds per square inch (20.7 MPa). 2. Fly Ash Content: Maximum 15 percent of cementitious materials by weight. 3. Calcined Pozzolan Content: Maximum 10 percent of cementitious materials by weight. 4. Silica Fume Content: Maximum 5 percent of cementitious materials by weight. 5. Water-Cement Ratio: Maximum 40 percent by weight. 6. Total Air Content: 4 percent, determined in accordance with ASTM C173/C173M. 7. Maximum Slump: 3 inches (75 mm). 8. Maximum Aggregate Size: 5/8 inch (16 mm). 2.08 MIXING A. Transit Mixers: Comply with ASTM C94/C94M. PART 3 EXECUTION 3.01 EXAMINATION A. Verify lines, levels, and dimensions before proceeding with work of this section. 3.02 PREPARATION A. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to support all applied loads until concrete is cured, and for easy removal without damage to concrete. B. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories. C. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. San Juan Library Bookstore Relocation 03 3000 - 4 CAST-IN-PLACE CONCRETE April 08, 2013 1. Use epoxy bonding system for bonding to damp surfaces, for structural load-bearing applications, and where curing under humid conditions is required. 2. Use latex bonding agent only for non-load-bearing applications. D. Interior Slabs on Grade: Install vapor retarder under interior slabs on grade. Lap joints minimum 6 inches (150 mm). Seal joints, seams and penetrations watertight with manufacturer's recommended products and follow manufacturer's written instructions. Repair damaged vapor retarder before covering. 3.03 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMS A. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and accurately position, support, and secure in place to achieve not less than minimum concrete coverage required for protection. B. Install welded wire reinforcement in maximum possible lengths, and offset end laps in both directions. Splice laps with tie wire. 3.04 PLACING CONCRETE A. Place concrete in accordance with ACI 304R. B. Place concrete for floor slabs in accordance with ACI 302.1R. C. Finish floors level and flat, unless otherwise indicated, within the tolerances specified below. 3.05 SLAB JOINTING A. Locate joints as indicated on the drawings. B. Anchor joint fillers and devices to prevent movement during concrete placement. C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to thickness of slab, set flush with top of slab. D. Saw Cut Contraction Joints: Saw cut joints before concrete begins to cool, within 4 to 12 hours after placing; use 3/16 inch (5 mm) thick blade and cut at least 1 inch (25 mm) deep but not less than one quarter (1/4) the depth of the slab. 3.06 FLOOR FLATNESS AND LEVELNESS TOLERANCES A. Maximum Variation of Surface Flatness: 1. Exposed Concrete Floors: 1/4 inch (6 mm) in 10 ft (3 m). 2. Under Seamless Resilient Flooring: 1/4 inch (6 mm) in 10 ft (3 m). 3. Under Carpeting: 1/4 inch (6 mm) in 10 ft (3 m). B. Correct the slab surface if tolerances are less than specified. C. Correct defects by grinding or by removal and replacement of the defective work. Areas requiring corrective work will be identified. Re-measure corrected areas by the same process. 3.07 CONCRETE FINISHING A. Concrete Slabs: Finish to requirements of ACI 302.1R, and as follows: 1. Other Surfaces to Be Left Exposed: "Steel trowel" as described in ACI 302.1R, minimizing burnish marks and other appearance defects. 3.08 CURING AND PROTECTION A. Comply with requirements of ACI 308R. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. 1. Normal concrete: Not less than 7 days. C. Surfaces Not in Contact with Forms: 1. Initial Curing: Start as soon as free water has disappeared and before surface is dry. Keep continuously moist for not less than three days by water ponding, water-saturated sand, water-fog spray, or saturated burlap. San Juan Library Bookstore Relocation 03 3000 - 5 CAST-IN-PLACE CONCRETE April 08, 2013 2. Final Curing: Begin after initial curing but before surface is dry. 3.09 FIELD QUALITY CONTROL A. An independent testing agency will perform field quality control tests, as specified in Section 01 4000. B. Provide free access to concrete operations at project site and cooperate with appointed firm. C. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of concrete operations. D. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents. 3.10 DEFECTIVE CONCRETE A. Test Results: The testing agency shall report test results in writing to Architect and Contractor within 24 hours of test. B. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. C. Repair or replacement of defective concrete will be determined by the Architect. The cost of additional testing shall be borne by Contractor when defective concrete is identified. D. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architect for each individual area. 3.11 PROTECTION A. Do not permit traffic over unprotected concrete floor surface until fully cured. END OF SECTION San Juan Library Bookstore Relocation 04 2300 - 1 GLASS UNIT MASONRY April 08, 2013 SECTION 04 2300 GLASS UNIT MASONRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Glass masonry units. B. Mortar bed and pointing mortar. 1.02 REFERENCE STANDARDS A. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2012. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Glass Units: Match Existing 1. Substitutions: See Section 01 6000 - Product Requirements. 2.02 MORTAR AND POINTING MATERIAL A. Mortar: ASTM C270, Type M using the Proportion specification as specified in Section 04 0511. B. Pointing Mortar: ASTM C270, Type M using the Proportion specification with maximum 2 percent ammonium stearate or calcium stearate per cement weight, with beach sand aggregate. 2.03 MORTAR MIXING A. Thoroughly mix mortar ingredients in accordance with ASTM C270 in quantities needed for immediate use. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that openings are ready to receive work. 3.02 PREPARATION A. Clean glass units of substances that may impair bond with mortar or sealant. B. Establish and protect lines, levels, and coursing. C. Protect elements surrounding the work of this section from damage and disfigurement. 3.03 INSTALLATION A. Erect glass units and accessories in accordance with manufacturer's instructions. 3.04 TOLERANCES A. Variation From Joint Width: Plus 1/8 inch (3 mm) and minus 0 inches (0 mm). B. Maximum Variation from Plane of Unit to Adjacent Unit: 1/32 inch (1 mm). C. Maximum Variation of Panel from Plane: 1/8 inch (3 mm). 3.05 CLEANING A. Clean and polish faces of glass unit masonry, using materials and technique that will not scratch or deface units. 3.06 PROTECTION A. Maintain protective boards at exposed external corners. Provide protection without damaging completed work. END OF SECTION San Juan Library Bookstore Relocation 05 5213 - 1 PIPE AND TUBE RAILINGS April 08, 2013 SECTION 05 5213 PIPE AND TUBE RAILINGS PART 1 GENERAL 1.01 SECTION INCLUDES A. Free-standing railings at steps. 1.02 RELATED REQUIREMENTS A. Section 03 3000 - Cast-in-Place Concrete: Placement of anchors in concrete. 1.03 REFERENCE STANDARDS A. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; 2012. B. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; 2010a. C. ASTM E985 - Standard Specification for Permanent Metal Railing Systems and Rails for Buildings; 2000 (Reapproved 2006). 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size and type of fasteners, and accessories. PART 2 PRODUCTS 2.01 RAILINGS - GENERAL REQUIREMENTS A. Design, fabricate, and test railing assemblies in accordance with the most stringent requirements of ASTM E985 and applicable local code. B. Allow for expansion and contraction of members and building movement without damage to connections or members. C. Dimensions: See drawings for configurations and heights. D. Provide anchors and other components as required to attach to structure, made of same materials as railing components unless otherwise indicated; where exposed fasteners are unavoidable provide flush countersunk fasteners. E. Provide welding fittings to join lengths, seal open ends, and conceal exposed mounting bolts and nuts, including but not limited to elbows, T-shapes, splice connectors, flanges, escutcheons, and wall brackets. 2.02 STEEL RAILING SYSTEM A. Steel Tube: ASTM A 500, Grade B cold-formed structural tubing. B. Steel Pipe: ASTM A 53/A 53M, Grade B Schedule 40, black finish. C. Non-Weld Mechanical Fittings: Slip-on, galvanized malleable iron castings, for Schedule 40 pipe, with flush setscrews for tightening by standard hex wrench, no bolts or screw fasteners. D. Welding Fittings: Factory- or shop-welded from matching pipe or tube; seams continuously welded; joints and seams ground smooth. E. Exposed Fasteners: No exposed bolts or screws. 2.03 FABRICATION A. Accurately form components to suit specific project conditions and for proper connection to building structure. B. Fit and shop assemble components in largest practical sizes for delivery to site. C. Fabricate components with joints tightly fitted and secured. Provide spigots and sleeves to accommodate site assembly and installation. San Juan Library Bookstore Relocation 05 5213 - 2 PIPE AND TUBE RAILINGS April 08, 2013 D. Welded Joints: 1. Exterior Components: Continuously seal joined pieces by intermittent welds and plastic filler. Drill condensate drainage holes at bottom of members at locations that will not encourage water intrusion. 2. Interior Components: Continuously seal joined pieces by intermittent welds and plastic filler. 3. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. 3.02 PREPARATION A. Clean and strip primed steel items to bare metal where site welding is required. B. Supply items required to be cast into concrete or embedded in masonry with setting templates, for installation as work of other sections. 3.03 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install components plumb and level, accurately fitted, free from distortion or defects, with tight joints. C. Anchor railings securely to structure. 3.04 TOLERANCES A. Maximum Variation From Plumb: 1/4 inch (6 mm) per floor level, non-cumulative. B. Maximum Offset From True Alignment: 1/4 inch (6 mm). C. Maximum Out-of-Position: 1/4 inch (6 mm). END OF SECTION San Juan Library Bookstore Relocation 06 1000 - 1 ROUGH CARPENTRY April 08, 2013 SECTION 06 1000 ROUGH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Structural dimension lumber framing. B. Non-structural dimension lumber framing. C. Rough opening framing for doors, windows, and roof openings. D. Sheathing. E. Roof-mounted curbs. F. Roofing nailers. G. Preservative treated wood materials. H. Miscellaneous framing and sheathing. I. Communications and electrical room mounting boards. J. Concealed wood blocking, nailers, and supports. 1.02 REFERENCE STANDARDS A. AFPA (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings; American Forest and Paper Association; 2012. B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009. C. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2011 D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2012. E. AWPA U1 - Use Category System: User Specification for Treated Wood; American Wood Protection Association; 2012. F. PS 20 - American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2010. G. WCLIB (GR) - Standard Grading Rules for West Coast Lumber No. 17; West Coast Lumber Inspection Bureau; 2004, and supplements. 1.03 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. B. Structural Composite Lumber: Submit manufacturer's published structural data including span tables, marked to indicate which sizes and grades are being used; if structural composite lumber is being substituted for dimension lumber or timbers, submit grading agency structural tables marked for comparison. 1.04 DELIVERY, STORAGE, AND HANDLING A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. 1. Species: Douglas Fir-Larch, unless otherwise indicated. 2. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements. San Juan Library Bookstore Relocation 06 1000 - 2 ROUGH CARPENTRY April 08, 2013 3. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated. B. Lumber fabricated from old growth timber is not permitted. 2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS A. Grading Agency: West Coast Lumber Inspection Bureau (WCLIB). B. Sizes: Nominal sizes as indicated on drawings, S4S. C. Moisture Content: S-dry or MC19. D. Stud Framing (2 by 2 through 2 by 6 (50 by 50 mm through 50 by 150 mm) ): 1. Species: Douglas Fir-Larch. 2. Grade: No. 2. E. Joist, Rafter, and Small Beam Framing (2 by 6 through 4 by 16 (50 by 150 mm through 100 by 400 mm) ): 1. Species: Douglas Fir-Larch. 2. Grade: No. 1 & Btr. F. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring: 1. Lumber: S4S, No. 2 or Standard Grade. 2. Boards: Standard or No. 3. 2.03 STRUCTURAL COMPOSITE LUMBER A. At Contractor's option, structural composite lumber may be substituted for concealed dimension lumber and timbers. B. Structural Composite Lumber: Factory fabricated beams, headers, and columns, of sizes and types indicated on drawings; structural capacity as published by manufacturer. 2.04 CONSTRUCTION PANELS A. Roof Sheathing: APA PRP-108, Structural I Rated Sheathing, Exterior Exposure Class, and as follows: 1. Span Rating: 24/0 (610/0). B. Wall Sheathing: APA PRP-108, Structural I Rated Sheathing, Exterior Exposure Class, and as follows: 1. Span Rating: 24/0 (610/0). C. Communications and Electrical Room Mounting Boards: PS 1 A-D plywood, or medium density fiberboard; 3/4 inch (19 mm) thick; flame spread index of 25 or less, smoke developed index of 450 or less, when tested in accordance with ASTM E84. 2.05 ACCESSORIES A. Fasteners and Anchors: 1. Metal and Finish: Hot-dipped galvanized steel per ASTM A 153/A 153M for high humidity and preservative-treated wood locations, unfinished steel elsewhere. B. Die-Stamped Connectors: Hot dipped galvanized steel, sized to suit framing conditions. 1. For contact with preservative treated wood in exposed locations, provide minimum G185 (Z550) galvanizing per ASTM A653/A653M. C. Joist Hangers: Hot dipped galvanized steel, sized to suit framing conditions. 1. For contact with preservative treated wood in exposed locations, provide minimum G185 (Z550) galvanizing per ASTM A653/A653M. D. Sill Gasket on Top of Foundation Wall: 1/4 inch (6 mm) thick, plate width, closed cell plastic foam from continuous rolls. San Juan Library Bookstore Relocation 06 1000 - 3 ROUGH CARPENTRY April 08, 2013 2.06 FACTORY WOOD TREATMENT A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications. 1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards. B. Preservative Treatment: 1. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category UC3B, Commodity Specification A using waterborne preservative to 0.25 lb/cu ft (4.0 kg/cu m) retention. a. Kiln dry lumber after treatment to maximum moisture content of 19 percent. b. Treat lumber exposed to weather. c. Treat lumber in contact with roofing, flashing, or waterproofing. d. Treat lumber in contact with masonry or concrete. PART 3 EXECUTION 3.01 PREPARATION A. Install sill gasket under sill plate of framed walls bearing on foundations; puncture gasket cleanly to fit tightly around protruding anchor bolts. 3.02 INSTALLATION - GENERAL A. Select material sizes to minimize waste. B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking. C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants. 3.03 FRAMING INSTALLATION A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required strength or result in unacceptable appearance of exposed members. B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to maintain structure in true alignment and safe condition until completion of erection and installation of permanent bracing. C. Install structural members full length without splices unless otherwise specifically detailed. D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but not less than required by applicable codes and AFPA Wood Frame Construction Manual. E. Install horizontal spanning members with crown edge up and not less than 1-1/2 inches (38 mm) of bearing at each end. F. Construct double joist headers at floor and ceiling openings and under wall stud partitions that are parallel to floor joists; use metal joist hangers unless otherwise detailed. G. Provide bridging at joists in excess of 8 feet (2.3 m) span as detailed. Fit solid blocking at ends of members. H. Frame wall openings with two or more studs at each jamb; support headers on cripple studs. 3.04 BLOCKING, NAILERS, AND SUPPORTS A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim. B. In framed assemblies that have concealed spaces, provide solid wood fireblocking as required by applicable local code, to close concealed draft openings between floors and between top San Juan Library Bookstore Relocation 06 1000 - 4 ROUGH CARPENTRY April 08, 2013 story and roof/attic space; other material acceptable to code authorities may be used in lieu of solid wood blocking. C. In walls, provide blocking attached to studs as backing and support for wall-mounted items, unless item can be securely fastened to two or more studs or other method of support is explicitly indicated. D. Where ceiling-mounting is indicated, provide blocking and supplementary supports above ceiling, unless other method of support is explicitly indicated. 3.05 ROOF-RELATED CARPENTRY A. Coordinate installation of roofing carpentry with deck construction, framing of roof openings, and roofing assembly installation. B. Provide wood curb at all roof openings except where specifically indicated otherwise. Form corners by alternating lapping side members. 3.06 INSTALLATION OF CONSTRUCTION PANELS A. Roof Sheathing: Secure panels with long dimension perpendicular to framing members, with ends staggered and over firm bearing. 1. At long edges use sheathing clips where joints occur between roof framing members. 2. Nail panels to framing; staples are not permitted. B. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and staggered, using nails, screws, or staples. 1. Use plywood or other acceptable structural panels at building corners, for not less than 96 inches (2440 mm), measured horizontally. C. Communications and Electrical Room Mounting Boards: Secure with screws to studs with edges over firm bearing; space fasteners at maximum 24 inches (610 mm) on center on all edges and into studs in field of board. 1. At fire-rated walls, install board over wall board indicated as part of the fire-rated assembly. 2. Where boards are indicated as full floor-to-ceiling height, install with long edge of board parallel to studs. 3. Install adjacent boards without gaps. 3.07 TOLERANCES A. Framing Members: 1/4 inch (6 mm) from true position, maximum. B. Variation from Plane (Other than Floors): 1/4 inch in 10 feet (2 mm/m) maximum, and 1/4 inch in 30 feet (7 mm in 10 m) maximum. 3.08 CLEANING A. Waste Disposal: Comply with the requirements of Section 01 7419. 1. Comply with applicable regulations. 2. Do not burn scrap on project site. 3. Do not burn scraps that have been pressure treated. 4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation facilities or “waste-to-energy” facilities. B. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill. C. Prevent sawdust and wood shavings from entering the storm drainage system. END OF SECTION San Juan Library Bookstore Relocation 06 2000 - 1 FINISH CARPENTRY April 08, 2013 SECTION 06 2000 FINISH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Finish carpentry items. B. Wood door frames, glazed frames. C. Wood casings and moldings. D. Hardware and attachment accessories. 1.02 RELATED REQUIREMENTS A. Section 06 1000 - Rough Carpentry: Support framing, grounds, and concealed blocking. B. Section 06 4100 - Architectural Wood Casework: Shop fabricated custom cabinet work. C. Section 09 9000 - Painting and Coating: Painting and finishing of finish carpentry items. 1.03 REFERENCE STANDARDS A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2009. B. BHMA A156.9 - American National Standard for Cabinet Hardware; Builders Hardware Manufacturers Association; 2010 (ANSI/BHMA A156.9). 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements for submittal procedures. B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories. 1. Provide the information required by AWI/AWMAC/WI Architectural Woodwork Standards. 1.05 QUALITY ASSURANCE A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience. 1.06 DELIVERY, STORAGE, AND HANDLING A. Protect work from moisture damage. PART 2 PRODUCTS 2.01 FINISH CARPENTRY ITEMS A. Quality Grade: Unless otherwise indicated provide products of quality specified by AWI/AWMAC/WI Architectural Woodwork Standards for Premium Grade. B. Interior Woodwork Items: 1. Moldings, Bases, Casings, and Miscellaneous Trim: Clear white pine; prepare for paint finish. 2.02 WOOD-BASED COMPONENTS A. Wood fabricated from old growth timber is not permitted. 2.03 HARDWARE A. Hardware: Comply with BHMA A156.9. 2.04 FABRICATION A. Shop assemble work for delivery to site, permitting passage through building openings. B. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. San Juan Library Bookstore Relocation 06 2000 - 2 FINISH CARPENTRY April 08, 2013 2.05 SHOP FINISHING A. Finish work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards, Section 5 - Finishing for Grade specified and as follows: 1. Transparent: a. System - 1, Lacquer, Nitrocellulose. b. Stain: As selected by Architect. c. Sheen: Flat. 2. Opaque: a. System - 1, Lacquer, Nitrocellulose. b. Color: As selected by Architect. c. Sheen: Flat. PART 3 EXECUTION 3.01 EXAMINATION A. Verify adequacy of backing and support framing. 3.02 INSTALLATION A. Install work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards requirements for grade indicated. B. Set and secure materials and components in place, plumb and level. C. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch (1 mm). Do not use additional overlay trim to conceal larger gaps. 3.03 TOLERANCES A. Maximum Variation from True Position: 1/16 inch (1.5 mm). B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch (0.7 mm). END OF SECTION San Juan Library Bookstore Relocation 06 4100 - 1 ARCHITECTURAL WOOD CASEWORK April 08, 2013 SECTION 06 4100 ARCHITECTURAL WOOD CASEWORK PART 1 GENERAL 1.01 SECTION INCLUDES A. Specially fabricated cabinet units. B. Countertops. C. Cabinet hardware. 1.02 RELATED REQUIREMENTS A. Section 06 1000 - Rough Carpentry: Support framing, grounds, and concealed blocking. 1.03 REFERENCE STANDARDS A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2009. B. BHMA A156.9 - American National Standard for Cabinet Hardware; Builders Hardware Manufacturers Association; 2010 (ANSI/BHMA A156.9). C. NEMA LD 3 - High-Pressure Decorative Laminates; National Electrical Manufacturers Association; 2005. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories. C. Product Data: Provide data for hardware accessories. 1.05 QUALITY ASSURANCE A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience. 1.06 DELIVERY, STORAGE, AND HANDLING A. Protect units from moisture damage. 1.07 FIELD CONDITIONS A. During and after installation of custom cabinets, maintain temperature and humidity conditions in building spaces at same levels planned for occupancy. PART 2 PRODUCTS 2.01 CABINETS A. Quality Grade: Unless otherwise indicated provide products of quality specified by AWI//AWMAC/WI Architectural Woodwork Standards for Custom Grade. B. Plastic Laminate Faced Cabinets: Custom grade. 2.02 WOOD-BASED COMPONENTS A. Wood fabricated from old growth timber is not permitted. 2.03 LAMINATE MATERIALS A. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific applications. 2.04 COUNTERTOPS A. Plastic Laminate Countertops: Medium density fiberboard substrate covered with HPDL, conventionally fabricated and self-edge banded. 2.05 ACCESSORIES A. Adhesive: Type recommended by fabricator to suit application. San Juan Library Bookstore Relocation 06 4100 - 2 ARCHITECTURAL WOOD CASEWORK April 08, 2013 B. Fasteners: Size and type to suit application. C. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application; galvanized or chrome-plated finish in concealed locations and stainless steel or chrome-plated finish in exposed locations. D. Concealed Joint Fasteners: Threaded steel. E. Grommets: Standard plastic, painted metal, or rubber grommets for cut-outs, in color to match adjacent surface. 2.06 HARDWARE A. Hardware: BHMA A156.9, types as recommended by fabricator for quality grade specified. 2.07 FABRICATION A. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit passage through building openings. B. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightly bevel arises. Locate counter butt joints minimum 2 feet (600 mm) from sink cut-outs. PART 3 EXECUTION 3.01 EXAMINATION A. Verify adequacy of backing and support framing. B. Verify location and sizes of utility rough-in associated with work of this section. 3.02 INSTALLATION A. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level. B. Use fixture attachments in concealed locations for wall mounted components. C. Use concealed joint fasteners to align and secure adjoining cabinet units. D. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch (1 mm). Do not use additional overlay trim for this purpose. E. Secure cabinets to floor using appropriate angles and anchorages. 3.03 ADJUSTING A. Adjust installed work. B. Adjust moving or operating parts to function smoothly and correctly. 3.04 CLEANING A. Clean casework, counters, shelves, hardware, fittings, and fixtures. END OF SECTION San Juan Library Bookstore Relocation 07 1001 - 1 VERTICAL WATERPROOFING April 08, 2013 SECTION 07 1001 VERTICAL WATERPROOFING PART 1 GENERAL 1.01 SECTION INCLUDES A. Wall Waterproofing to Match Existing. 1.02 RELATED REQUIREMENTS A. Section 01 4000 - Quality Requirements: Procedures for testing, inspection, mock-ups, reports, certificates; use of reference standards. B. Section 01 4219 - Reference Standards: Consolidated list of citations with edition dates. C. Section 01 6000 - Product Requirements: Fundamental product requirements, substitutions and product options, delivery, storage, and handling. D. Section 01 7000 - Execution Requirements: Examination, preparation, and general installation procedures; preinstallation meetings; cutting and patching; cleaning and protection; starting of systems; demonstration and instruction; closeout procedures except payment procedures; requirements for alterations work. PART 2 PRODUCTS 2.01 WATERPROOFING SYSTEM FOR MASONRY WALLS TO MATCH OR COMPATIBLE WITH EXISTING WATERPROOFING. PART 3 EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Verify the extent and type of existing waterproofing. 3.02 PREPARATION A. Notify the Architect of the type and condition of existing waterproofing. B. Submit proposed waterproofing system to be used where new or patching of waterproofing is required. 3.03 INSTALLATION A. Install in accordance with selected waterproofing system instructions and recommendations. 3.04 PROTECTION A. Protect installed waterproofing from subsequent construction operations. END OF SECTION San Juan Library Bookstore Relocation 07 2100 - 1 THERMAL INSULATION April 08, 2013 SECTION 07 2100 THERMAL INSULATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Batt insulation and vapor retarder in exterior wall, ceiling, and roof construction. 1.02 RELATED REQUIREMENTS A. Section 06 1000 - Rough Carpentry: Supporting construction for batt insulation. 1.03 REFERENCE STANDARDS A. ASTM C240 - Standard Test Methods of Testing Cellular Glass Insulation Block; 2008e1. B. ASTM C552 - Standard Specification for Cellular Glass Thermal Insulation; 2012. C. ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing; 2012. D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2012. E. ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At 750 Degrees C; 2012. 1.04 FIELD CONDITIONS A. Do not install insulation adhesives when temperature or weather conditions are detrimental to successful installation. PART 2 PRODUCTS 2.01 BATT INSULATION MATERIALS A. Where batt insulation is indicated, either glass fiber or mineral fiber batt insulation may be used, at Contractor's option. B. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C665; friction fit. 1. Combustibility: Non-combustible, when tested in accordance with ASTM E136, except for facing, if any. C. Mineral Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C665; friction fit; unfaced flame spread index of 0 (zero) when tested in accordance with ASTM E84. 1. Smoke Developed Index: 0 (zero), when tested in accordance with ASTM E84. 2.02 ACCESSORIES A. Nails or Staples: Steel wire; electroplated or galvanized; type and size to suit application. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are ready to receive insulation and adhesive. B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or materials or substances that may impede adhesive bond. 3.02 BATT INSTALLATION A. Install insulation in accordance with manufacturer's instructions. B. Install in exterior wall and roof spaces without gaps or voids. Do not compress insulation. C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids. D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services within the plane of the insulation. San Juan Library Bookstore Relocation 07 2100 - 2 THERMAL INSULATION April 08, 2013 3.03 PROTECTION A. Do not permit installed insulation to be damaged prior to its concealment. END OF SECTION San Juan Library Bookstore Relocation 07 5423 - 1 THERMOPLASTIC-POLYOLEFIN ROOFING (TPO) April 08, 2013 SECTION 07 5423 THERMOPLASTIC-POLYOLEFIN ROOFING (TPO) PART 1 GENERAL 1.01 SECTION INCLUDES A. Thermoplastic membrane roofing system, including all components specified. B. Comply with the published recommendations and instructions of the roofing membrane manufacturer, at http://manual.fsbp.com. C. Commencement of work by Contractor shall constitute acknowledgement by Contractor that this specification can be satisfactorily executed, under the project conditions and with all necessary prerequisites for warranty acceptance by roofing membrane manufacturer. No modification of the Contract Sum will be made for failure to adequately examine the Contract Documents or the project conditions. 1.02 RELATED REQUIREMENTS A. Section 06 1000 - Rough Carpentry: Wood nailers associated with roofing and roof insulation. B. Section 07 6200 - Sheet Metal Flashing and Trim: Formed metal flashing and trim items associated with roofing. C. Section 08 6200 - Unit Skylights. 1.03 REFERENCE STANDARDS A. ASTM C1549 - Standard Test Method for Determination of Solar Reflectance Near Ambient Temperature Using a Portable Solar Reflectometer; 2009. B. ASTM D638 - Standard Test Method for Tensile Properties of Plastics; 2010. C. ASTM D1004 - Standard Test Method for Tear Resistance (Graves Tear) of Plastic Film and Sheeting; 2009. D. ASTM D6878/D6878M - Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing; 2011a. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. B. Product Data: 1. Provide membrane manufacturer's printed data sufficient to show that all components of roofing system, including insulation and fasteners, comply with the specified requirements and with the membrane manufacturer's requirements and recommendations for the system type specified; include data for each product used in conjunction with roofing membrane. C. Samples: Submit samples of each product to be used. D. Executed Warranty. 1.05 QUALITY ASSURANCE A. Installer Qualifications: Roofing installer shall have the following: 1. Current approval, license, or authorization as applicator by the manufacturer. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver products in manufacturer's original containers, dry and undamaged, with seals and labels intact and legible. B. Store materials clear of ground and moisture with weather protective covering. C. Keep combustible materials away from ignition sources. 1.07 WARRANTY A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements. San Juan Library Bookstore Relocation 07 5423 - 2 THERMOPLASTIC-POLYOLEFIN ROOFING (TPO) April 08, 2013 B. Comply with all warranty procedures required by manufacturer, including notifications, scheduling, and inspections. C. Warranty: Firestone Limited Warranty covering membrane, roof insulation, and other indicated components of the system, for the term indicated. 1. Limit of Liability: No dollar limitation. 2. Scope of Coverage: Repair leaks in the roofing system caused by: a. Ordinary wear and tear of the elements. b. Manufacturing defect in Firestone brand materials. c. Defective workmanship used to install these materials. d. Damage due to winds up to 55 mph (88 km/h). 3. Not Covered: a. Damage due to winds in excess of 55 mph (88 km/h). b. Damage due hurricanes or tornadoes. c. Hail. d. Intentional damage. e. Unintentional damage due to normal rooftop inspections, maintenance, or service. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Manufacturer - Roofing System: Firestone Building Products LLC, Carmel, IN: www.firestonebpco.com. B. Substitutions: See Section 01 6000 - Product Requirements. 2.02 ROOFING SYSTEM DESCRIPTION A. Roofing System: Thermoplastic olefin (TPO) single-ply membrane. 1. Membrane Attachment: Mechanically fastened. 2. Warranty: Full system warranty; Firestone 20 year Red Shield Limited Warranty covering membrane, roof insulation, and membrane accessories. 3. Comply with applicable local building code requirements. B. Roofing System Components: Listed in order from the top of the roof down: 1. Membrane: Thickness as specified. 2.03 MEMBRANE MATERIALS A. Membrane: Flexible, heat weldable sheet composed of thermoplastic polyolefin polymer and ethylene propylene rubber; complying with ASTM D6878, with polyester weft inserted reinforcement and the following additional characteristics: 1. Thickness: 0.080 inch (2.03 mm) plus/minus 10 percent, with coating thickness over reinforcement of 0.030 inch (0.76 mm) plus/minus 10 percent. 2. Puncture Resistance: 415 lbf (1868 N), minimum, when tested in accordance FTM 101C Method 2031. 3. Solar Reflectance: 0.79, minimum, when tested in accordance with ASTM C1549. 4. Color: White. B. Membrane Fasteners: Type and size as required by roof membrane manufacturer for roofing system and warranty to be provided; use only fasteners furnished by roof membrane manufacturer. C. Curb and Parapet Flashing: Same material as membrane, with encapsulated edge which eliminates need for seam sealing the flashing-to-roof splice; precut to 18 inches (457 mm) wide. D. Formable Flashing: Non-reinforced, flexible, heat weldable sheet, composed of thermoplastic polyolefin polymer and ethylene propylene rubber. 1. Thickness: 0.060 inch (1.52 mm) plus/minus 10 percent. 2. Tensile Strength: 1550 psi (10.7 MPa), minimum, when tested in accordance with ASTM D638 after heat aging. San Juan Library Bookstore Relocation 07 5423 - 3 THERMOPLASTIC-POLYOLEFIN ROOFING (TPO) April 08, 2013 3. Elongation at Break: 650 percent, minimum, when tested in accordance with ASTM D638 after heat aging. 4. Tearing Strength: 12 lbf (53 N), minimum, when tested in accordance with ASTM D1004 after heat aging. 5. Color: White. 6. Acceptable Product: UltraPly TPO Flashing by Firestone. E. Tape Flashing: 5-1/2 inch (140 mm) nominal wide TPO membrane laminated to cured rubber polymer seaming tape, overall thickness 0.065 inch (1.6 mm) nominal; TPO QuickSeam Flashing by Firestone. F. Pourable Sealer: Two-part polyurethane, two-color for reliable mixing; Pourable Sealer by Firestone. G. Seam Plates: Steel with barbs and Galvalume coating; corrosion-resistance complying with FM 4470. H. Termination Bars: Aluminum bars with integral caulk ledge; 1.3 inches (33 mm) wide by 0.10 inch (2.5 mm) thick; Firestone Termination Bar by Firestone. I. Cut Edge Sealant: Synthetic rubber-based, for use where membrane reinforcement is exposed; UltraPly TPO Cut Edge Sealant by Firestone. J. General Purpose Sealant: EPDM-based, one part, white general purpose sealant; UltraPly TPO General Purpose Sealant by Firestone. K. Molded Flashing Accessories: Unreinforced TPO membrane pre-molded to suit a variety of flashing details, including pipe boots, inside corners, outside corners, etc.; UltraPly TPO Small and Large Pipe Flashing by Firestone. L. Roof Walkway Pads: Non-reinforced TPO walkway pads, 0.130 inch (3 mm) by 30 inches (760 mm) by 40 feet (12.19 m) long with patterned traffic bearing surface; UltraPly TPO Walkway Pads by Firestone. PART 3 INSTALLATION 3.01 GENERAL A. Install roofing, insulation, flashings, and accessories in accordance with roofing manufacturer's published instructions and recommendations for the specified roofing system. Where manufacturer provides no instructions or recommendations, follow good roofing practices and industry standards. Comply with federal, state, and local regulations. B. Obtain all relevant instructions and maintain copies at project site for duration of installation period. C. Do not start work until Pre-Installation Notice has been submitted to manufacturer as notification that this project requires a manufacturer's warranty. D. Perform work using competent and properly equipped personnel. E. Temporary closures, which ensure that moisture does not damage any completed section of the new roofing system, are the responsibility of the applicator. Completion of flashings, terminations, and temporary closures shall be completed as required to provide a watertight condition. F. Install roofing membrane only when surfaces are clean, dry, smooth and free of snow or ice; do not apply roofing membrane during inclement weather or when ambient conditions will not allow proper application; consult manufacturer for recommended procedures during cold weather. Do not work with sealants and adhesives when material temperature is outside the range of 60 to 80 degrees F (15 to 25 degrees C). G. Protect adjacent construction, property, vehicles, and persons from damage related to roofing work; repair or restore damage caused by roofing work. 1. Protect from spills and overspray from bitumen, adhesives, sealants and coatings. San Juan Library Bookstore Relocation 07 5423 - 4 THERMOPLASTIC-POLYOLEFIN ROOFING (TPO) April 08, 2013 2. Particularly protect metal, glass, plastic, and painted surfaces from bitumen, adhesives, and sealants within the range of wind-borne overspray. 3. Protect finished areas of the roofing system from roofing related work traffic and traffic by other trades. H. Until ready for use, keep materials in their original containers as labeled by the manufacturer. I. Consult membrane manufacturer's instructions, container labels, and Material Safety Data Sheets (MSDS) for specific safety instructions. Keep all adhesives, sealants, primers and cleaning materials away from all sources of ignition. 3.02 EXAMINATION A. Examine roof deck to determine that it is sufficiently rigid to support installers and their mechanical equipment and that deflection will not strain or rupture roof components or deform deck. B. Verify that surfaces and site conditions are ready to receive work. Correct defects in the substrate before commencing with roofing work. C. Examine roof substrate to verify that it is properly sloped to drains. D. Verify that the specifications and drawing details are workable and not in conflict with the roofing manufacturer's recommendations and instructions; start of work constitutes acceptable of project conditions and requirements. 3.03 PREPARATION A. Take appropriate measures to ensure that fumes from adhesive solvents are not drawn into the building through air intakes. B. Prior to proceeding, prepare roof surface so that it is clean, dry, and smooth, and free of sharp edges, fins, roughened surfaces, loose or foreign materials, oil, grease and other materials that may damage the membrane. C. Fill all surface voids in the immediate substrate that are greater than 1/4 inch (6 mm) wide with fill material acceptable insulation to membrane manufacturer. D. Seal, grout, or tape deck joints, where needed, to prevent bitumen seepage into building. 3.04 SINGLE-PLY MEMBRANE INSTALLATION A. Beginning at low point of roof, place membrane without stretching over substrate and allow to relax at least 30 minutes before attachment or splicing; in colder weather allow for longer relax time. B. Lay out the membrane pieces so that field and flashing splices are installed to shed water. C. Install membrane without wrinkles and without gaps or fishmouths in seams; bond and test seams and laps in accordance with membrane manufacturer's instructions and details. D. Install membrane mechanically attached to the substrate using seam battens, fasteners, and edge securement as specified and as required by membrane manufacturers. E. Mechanical Attachment: Install fasteners in the seams, covered by membrane. 1. Lay out fasteners in compliance with FM Class specified in PART 2, as recommended by membrane manufacturer, and as indicated, whichever is most stringent. 2. Properly engage fasteners in the deck with head flush with the countersunk portion of seam plate. F. Edge Securement: Secure membrane at all locations where membrane terminates or goes through an angle change greater than 2 in 12 inches (1:6 ) using mechanically fastened reinforced perimeter fastening strips, plates, or metal edging as indicated or as recommended by roofing manufacturer. 1. Exceptions: Round pipe penetrations less than 18 inches (460 mm) in diameter and square penetrations less than 4 inches (200 mm) square. 2. Metal edging is not merely decorative; ensure anchorage of membrane as intended by roofing manufacturer. San Juan Library Bookstore Relocation 07 5423 - 5 THERMOPLASTIC-POLYOLEFIN ROOFING (TPO) April 08, 2013 3.05 FLASHING AND ACCESSORIES INSTALLATION A. Install flashings, including laps, splices, joints, bonding, adhesion, and attachment, as required by membrane manufacturer's recommendations and details. B. Metal Accessories: Install metal edgings, gravel stops, and copings in locations indicated on the drawings, with horizontal leg of edge member over membrane and flashing over metal onto membrane. 1. Follow roofing manufacturer's instructions. 2. Remove protective plastic surface film immediately before installation. 3. Install water block sealant under the membrane anchorage leg. 4. Flash with manufacturer's recommended flashing sheet unless otherwise indicated. 5. Where single application of flashing will not completely cover the metal flange, install additional piece of flashing to cover the metal edge. 6. If the roof edge includes a gravel stop and sealant is not applied between the laps in the metal edging, install an additional piece of self-adhesive flashing membrane over the metal lap to the top of the gravel stop; apply seam edge treatment at the intersections of the two flashing sections. 7. When the roof slope is greater than 1:12, apply seam edge treatment along the back edge of the flashing. 3.06 FIELD QUALITY CONTROL A. Inspection by Manufacturer: Provide final inspection of the roofing system by a Technical Representative employed by roofing system manufacturer specifically to inspect installation for warranty purposes (i.e. not a sales person). B. Perform all corrections necessary for issuance of warranty. 3.07 CLEANING A. Clean all contaminants generated by roofing work from building and surrounding areas, including bitumen, adhesives, sealants, and coatings. B. Repair or replace building components and finished surfaces damaged or defaced due to the work of this section; comply with recommendations of manufacturers of components and surfaces. C. Remove leftover materials, trash, debris, equipment from project site and surrounding areas. 3.08 PROTECTION A. Where construction traffic must continue over finished roof membrane, provide durable protection and replace or repair damaged roofing to original condition. END OF SECTION San Juan Library Bookstore Relocation 07 6200 - 1 SHEET METAL FLASHING AND TRIM April 08, 2013 SECTION 07 6200 SHEET METAL FLASHING AND TRIM PART 1 GENERAL 1.01 SECTION INCLUDES A. Fabricated sheet metal items, including flashings and counterflashings. 1.02 RELATED REQUIREMENTS A. Section 06 1000 - Rough Carpentry: Wood nailers. B. Section 08 6200 - Unit Skylights: Metal curbs. 1.03 REFERENCE STANDARDS A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2011. B. ASTM B370 - Standard Specification for Copper Sheet and Strip for Building Construction; 2011e1. C. ASTM D4586/D4586M - Standard Specification for Asphalt Roof Cement, Asbestos-Free; 2007 (Reapproved 2012)e1. D. SMACNA (ASMM) - Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning Contractors' National Association; 2012. 1.04 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Convene one week before starting work of this section. 1.05 QUALITY ASSURANCE A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual requirements and standard details, except as otherwise indicated. 1.06 DELIVERY, STORAGE, AND HANDLING A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage. B. Prevent contact with materials that could cause discoloration or staining. PART 2 PRODUCTS 2.01 SHEET MATERIALS A. Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 0.02 inch (0.6 mm) thick base metal. B. Copper: ASTM B370, cold rolled 16 oz/sq ft (0.5 mm) thick; natural finish. 2.02 ACCESSORIES A. Fasteners: Galvanized steel, with soft neoprene washers. B. Primer: Zinc chromate type. C. Sealant: Type ____ specified in Section 07 9005. D. Plastic Cement: ASTM D4586, Type I. 2.03 FABRICATION A. Form sections true to shape, accurate in size, square, and free from distortion or defects. B. Form pieces in longest possible lengths. C. Hem exposed edges on underside 1/2 inch (13 mm); miter and seam corners. D. Form material with flat lock seams, except where otherwise indicated. At moving joints, use sealed lapped, bayonet-type or interlocking hooked seams. E. Tin edges of copper sheet to be soldered. Solder shop formed metal joints. After soldering, remove flux. Wipe and wash solder joints clean. Weather seal joints. San Juan Library Bookstore Relocation 07 6200 - 2 SHEET METAL FLASHING AND TRIM April 08, 2013 F. Fabricate corners from one piece with minimum 18 inch (450 mm) long legs; seam for rigidity, seal with sealant. G. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form drip. H. Fabricate flashings to allow toe to extend 2 inches (50 mm) over roofing gravel. Return and brake edges. PART 3 EXECUTION 3.01 EXAMINATION A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets in place, and nailing strips located. B. Verify roofing termination and base flashings are in place, sealed, and secure. 3.02 INSTALLATION A. Secure flashings in place using concealed fasteners. Use exposed fasteners only where permitted. B. Apply plastic cement compound between metal flashings and felt flashings. C. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles. D. Seal metal joints watertight. END OF SECTION San Juan Library Bookstore Relocation 08 1416 - 1 FLUSH WOOD DOORS April 08, 2013 SECTION 08 1416 FLUSH WOOD DOORS PART 1 GENERAL 1.01 SECTION INCLUDES A. Flush wood doors; flush configuration; non-rated. 1.02 RELATED REQUIREMENTS A. Section 06 2000 - Finish Carpentry. B. Section 08 7100 - Door Hardware. C. Section 08 8000 - Glazing. D. Section 09 9000 - Painting and Coating: Site finishing of doors. 1.03 REFERENCE STANDARDS A. ANSI A135.4 - American National Standard for Basic Hardboard; 2004. B. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2009. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements for submittal procedures. B. Product Data: Indicate door core materials and construction; veneer species, type and characteristics. C. Manufacturer's Installation Instructions: Indicate special installation instructions. D. Warranty, executed in Owner's name. 1.05 QUALITY ASSURANCE A. Maintain one copy of the specified door quality standard on site for review during installation and finishing. B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience. 1.06 DELIVERY, STORAGE, AND HANDLING A. Package, deliver and store doors in accordance with specified quality standard. B. Accept doors on site in manufacturer's packaging. Inspect for damage. C. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp or wet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges with tinted sealer if stored more than one week. Break seal on site to permit ventilation. 1.07 WARRANTY A. See Section 01 7800 - Closeout Submittals for additional warranty requirements. B. Interior Doors: Provide manufacturer's warranty for the life of the installation. C. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction. PART 2 PRODUCTS 2.01 DOORS AND PANELS A. All Doors: See drawings for locations and additional requirements. 1. Quality Level: Premium Grade, in accordance with AWI/AWMAC/WI Architectural Woodwork Standards. B. Interior Doors: 1-3/4 inches (44 mm) thick unless otherwise indicated; flush construction. 1. Provide solid core doors at all locations . 2. Hardboard facing for field opaque finish where indicated on drawings. San Juan Library Bookstore Relocation 08 1416 - 2 FLUSH WOOD DOORS April 08, 2013 2.02 DOOR AND PANEL CORES A. Non-Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and faces as indicated above. 2.03 DOOR FACINGS A. Hardboard Facing for Opaque Finish: AHA A135.4, Class 1 - Tempered, S2S (smooth two sides) hardboard, composition face, 1/8 inch (3 mm) thick. 2.04 DOOR CONSTRUCTION A. Fabricate doors in accordance with door quality standard specified. B. Cores Constructed with stiles and rails: C. Factory machine doors for hardware other than surface-mounted hardware, in accordance with hardware requirements and dimensions. D. Factory fit doors for frame opening dimensions identified on shop drawings, with edge clearances in accordance with specified quality standard. 1. Exception: Doors to be field finished. E. Provide edge clearances in accordance with the quality standard specified. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that opening sizes and tolerances are acceptable. C. Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or alignment. 3.02 INSTALLATION A. Install doors in accordance with manufacturer's instructions and specified quality standard. B. Use machine tools to cut or drill for hardware. C. Coordinate installation of doors with installation of frames and hardware. 3.03 ADJUSTING A. Adjust doors for smooth and balanced door movement. B. Adjust closers for full closure. END OF SECTION San Juan Library Bookstore Relocation 08 1433 - 1 STILE AND RAIL WOOD DOORS April 08, 2013 SECTION 08 1433 STILE AND RAIL WOOD DOORS PART 1 GENERAL 1.01 SECTION INCLUDES A. Wood doors, stile and rail design. B. Panels of wood, glass, and louvers. 1.02 RELATED REQUIREMENTS A. Section 06 2000 - Finish Carpentry: Wood door frames. B. Section 08 7100 - Door Hardware. C. Section 09 9000 - Painting and Coating: Site finishing doors. 1.03 REFERENCE STANDARDS A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2009. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements for submittal procedures. B. Specimen warranty. C. Shop Drawings: Illustrate door opening criteria, elevations, sizes, types, swings, special beveling, special blocking for hardware, factory machining criteria. D. Warranty, executed in Owner's name. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum 5 years of documented experience. 1.06 DELIVERY, STORAGE, AND HANDLING A. Package, deliver, and store doors in accordance with quality standard specified. 1.07 WARRANTY A. See Section 01 7800 - Closeout Submittals for additional warranty requirements. B. Include coverage for delamination of veneer, warping beyond specified installation tolerances, and defective materials. PART 2 PRODUCTS 2.01 DOORS A. Quality Level: Premium Grade, in accordance with AWI/AWMAC/WI Architectural Woodwork Standards. B. Exterior Doors: 1-3/4 inches (44 mm) thick unless otherwise indicated; solid lumber construction; mortised and tenoned joints. C. Match construction and finish of existing exterior entrance doors. 2.02 ACCESSORIES A. Molding: Wood, of same species as door facing, mitered corners; prepared for countersink style tamper proof screws. B. Provide glazing to match existing exterior doors. 2.03 DOOR CONSTRUCTION A. Vertical Exposed Edge of Stiles: Of same species as veneer facing. B. Factory machine doors for finish hardware in accordance with hardware requirements and dimensions. Do not machine for surface hardware. San Juan Library Bookstore Relocation 08 1433 - 2 STILE AND RAIL WOOD DOORS April 08, 2013 PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that opening sizes and tolerances are acceptable. C. Do not install doors in frame openings that are not plumb or are out of tolerance for size or alignment. 3.02 INSTALLATION A. Install doors in accordance with manufacturer's instructions and AWI/AWMAC Quality Standards requirements. B. Trim door width by cutting equally on both jamb edges. C. Trim door height by cutting bottom edges to a maximum of 3/4 inch (19 mm). D. Machine cut for hardware. E. Coordinate installation of doors with installation of frames and hardware. F. Coordinate installation of glazing. 3.03 TOLERANCES A. Conform to specified quality standard for fit, clearance, and joinery tolerances. END OF SECTION San Juan Library Bookstore Relocation 08 6200 - 1 UNIT SKYLIGHTS April 08, 2013 SECTION 08 6200 UNIT SKYLIGHTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Preformed plastic skylights with integral metal frame. 1.02 RELATED REQUIREMENTS A. Section 06 1000 - Rough Carpentry: Wood framing for rough opening. B. Section 06 1000 - Rough Carpentry: Wood support curbs. C. Section 07 6200 - Sheet Metal Flashing and Trim: Skylight counterflashing. 1.03 REFERENCE STANDARDS A. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2012. B. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes [Metric]; 2012. C. ASTM D4479/D4479M - Standard Specification for Asphalt Roof Coatings - Asbestos-Free; 2007 (Reapproved 2012)e1. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. B. Product Data: Provide structural, thermal, and daylighting performance values. 1.05 WARRANTY A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements. B. Provide five year manufacturer warranty for including leakage due to defective skylight materials or workmanship. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Unit Skylights: 1. Bristolite Skylights: www.bristolite.com. 2. Substitutions: See Section 01 6000 - Product Requirements. 2.02 UNIT SKYLIGHTS A. Unit Skylights: Factory-assembled glazing in aluminum frame, free of visual distortion, weathertight. 1. Shape: Pyramidal. 2. Glazing: Double. 3. Operation: None; fixed. 2.03 COMPONENTS A. Double Glazing: Acrylic plastic with aerogel insulation between layers; factory sealed. B. Frames: ASTM B221 (ASTM B221M) Extruded aluminum thermally broken, reinforced and welded corner joints, integral curb frame mounting flange and counterflashing to receive roofing flashing system, with integral condensation collection gutter, glazing retainer; clear anodized finish. 2.04 ACCESSORIES A. Anchorage Devices: Type recommended by manufacturer, concealed. B. Counterflashings: Same metal type and finish as skylight frame. C. Protective Back Coating: Zinc molybdate alkyd. San Juan Library Bookstore Relocation 08 6200 - 2 UNIT SKYLIGHTS April 08, 2013 PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that openings and substrate conditions are ready to receive work of this section. C. Verify that curbs installed under other sections are complete. 3.02 PREPARATION A. Apply protective back coating on aluminum surfaces of skylight units that will be in contact with cementitious materials or dissimilar metals. 3.03 INSTALLATION A. Place skylight units and secure . Install counterflashing as required. B. Apply sealant to achieve watertight assembly. 3.04 CLEANING A. Remove protective material from prefinished aluminum surfaces. B. Wash down exposed surfaces; wipe surfaces clean. C. Remove excess sealant. END OF SECTION San Juan Library Bookstore Relocation 08 7100 - 1 DOOR HARDWARE April 08, 2013 SECTION 08 7100 DOOR HARDWARE PART 1 GENERAL 1.01 SECTION INCLUDES A. Hardware for wood doors. 1.02 RELATED REQUIREMENTS 1.03 REFERENCE STANDARDS A. 36 CFR 1191 - Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities; Final Rule; current edition; (ADA Standards for Accessible Design). B. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2013. C. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordinate the manufacture, fabrication, and installation of products onto which door hardware will be installed. 1.05 QUALITY ASSURANCE PART 2 PRODUCTS 2.01 DOOR HARDWARE - GENERAL A. Provide all hardware specified or required to make doors fully functional, compliant with applicable codes, and secure to the extent indicated. B. Provide all items of a single type of the same model by the same manufacturer. C. Provide products that comply with the following: 1. Applicable provisions of federal, state, and local codes. 2. Fire-Rated Doors: NFPA 80. 3. All Hardware on Fire-Rated Doors : Listed and classified by UL as suitable for the purpose specified and indicated. 4. Hardware for Smoke and Draft Control Doors (Indicated as "S" on Drawings): Provide hardware that enables door assembly to comply with air leakage requirements of the applicable code. D. Finishes: Identified in schedule. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that doors and frames are ready to receive work; labeled, fire-rated doors and frames are present and properly installed, and dimensions are as indicated on shop drawings. 3.02 INSTALLATION A. Install hardware in accordance with manufacturer's instructions and applicable codes. B. Use templates provided by hardware item manufacturer. C. Install hardware on fire-rated doors and frames in accordance with code and NFPA 80. D. Mounting heights for hardware from finished floor to center line of hardware item: As listed in Schedule, unless otherwise noted: 3.03 ADJUSTING A. Adjust work under provisions of Section 01 7000. B. Adjust hardware for smooth operation. 3.04 SCHEDULE - ATTACHED. END OF SECTION San Juan Library Bookstore Relocation 09 2116 - 1 GYPSUM BOARD ASSEMBLIES April 08, 2013 SECTION 09 2116 GYPSUM BOARD ASSEMBLIES PART 1 GENERAL 1.01 SECTION INCLUDES A. Performance criteria for gypsum board assemblies. B. Cementitious backing board. C. Gypsum wallboard. D. Joint treatment and accessories. 1.02 RELATED REQUIREMENTS A. Section 06 1000 - Rough Carpentry: Building framing and sheathing. B. Section 06 1000 - Rough Carpentry: Wood blocking product and execution requirements. C. Section 07 2100 - Thermal Insulation: Acoustic insulation. D. Section 09 3000 - Tiling (Tile): Tile backing board. 1.03 REFERENCE STANDARDS A. ANSI A108.11 - American National Standard for Interior Installation of Cementitious Backer Units; 2012.1. B. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2002 (Reapproved 2007). C. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2011. D. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2011. E. GA-216 - Application and Finishing of Gypsum Board; Gypsum Association; 2010. 1.04 QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing gypsum board application and finishing, with minimum 5 years of documented experience. PART 2 PRODUCTS 2.01 GYPSUM BOARD ASSEMBLIES A. Provide completed assemblies complying with ASTM C840 and GA-216. 2.02 BOARD MATERIALS A. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C1396/C1396M; sizes to minimize joints in place; ends square cut. 1. Application: Use for vertical surfaces and ceilings, unless otherwise indicated. 2. Thickness: a. Vertical Surfaces: 5/8 inch (16 mm). b. Ceilings: 5/8 inch (16 mm). B. Backing Board For Wet Areas: One of the following products: 1. Application: Surfaces behind tile in wet areas including Toilet Room Walls. C. Backing Board For Non-Wet Areas: Water-resistant gypsum backing board as defined in ASTM C1396/C1396M; sizes to minimum joints in place; ends square cut. 1. Application: Toilet room walls & ceilings.. 2. Edges: Tapered. 2.03 ACCESSORIES A. Joint Materials: ASTM C475 and as recommended by gypsum board manufacturer for project conditions. San Juan Library Bookstore Relocation 09 2116 - 2 GYPSUM BOARD ASSEMBLIES April 08, 2013 PART 3 EXECUTION 3.01 EXAMINATION A. Verify that project conditions are appropriate for work of this section to commence. 3.02 BOARD INSTALLATION A. Comply with ASTM C 840, GA-216, and manufacturer's instructions. Install to minimize butt end joints, especially in highly visible locations. B. Cementitious Backing Board: Install over steel framing members and plywood substrate where indicated, in accordance with ANSI A108.11 and manufacturer's instructions. 3.03 INSTALLATION OF TRIM AND ACCESSORIES A. Control Joints: Place control joints consistent with lines of building spaces and as indicated. B. Corner Beads: Install at external corners, using longest practical lengths. C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials and as indicated. 3.04 JOINT TREATMENT A. Finish gypsum board in accordance with levels defined in ASTM C840, as follows: 1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise indicated. 2. Level 1: Wall areas above finished ceilings, whether or not accessible in the completed construction. B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. 1. Feather coats of joint compound so that camber is maximum 1/32 inch (0.8 mm). 2. Taping, filling, and sanding is not required at surfaces behind adhesive applied ceramic tile and fixed cabinetry. 3.05 TOLERANCES A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet (3 mm in 3 m) in any direction. END OF SECTION San Juan Library Bookstore Relocation 09 2400 - 1 PORTLAND CEMENT PLASTERING April 08, 2013 SECTION 09 2400 PORTLAND CEMENT PLASTERING PART 1 GENERAL 1.01 SECTION INCLUDES A. Portland cement plaster for installation over metal lath, masonry, and concrete. 1.02 RELATED REQUIREMENTS A. Section 06 1000 - Rough Carpentry: Wood stud framing for plaster. 1.03 REFERENCE STANDARDS A. ASTM C150/C150M - Standard Specification for Portland Cement; 2012. B. ASTM C926 - Standard Specification for Application of Portland Cement-Based Plaster; 2012a. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittals procedures. B. Product Data: Provide data on plaster materials, characteristics and limitations of products specified. 1.05 QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing the work of this section with minimum 5 years of experience. PART 2 PRODUCTS 2.01 PORTLAND CEMENT PLASTER ASSEMBLIES A. Exterior Stucco: Portland cement plaster system, made of finish, brown, and scratch coat and reinforcing mesh. 1. Provide weather resistive barrier and air barrier as part of the system. 2.02 PLASTER MATERIALS A. Portland Cement, Aggregates, and Other Materials: In accordance with ASTM C926. B. Premixed Plaster for Stucco Scratch, Brown, and Finish Coats: Complying with material requirements of ASTM C926. 2.03 PLASTER MIXES A. Over Metal Lath: Three-coat application, mixed and proportioned in accordance with manufacturer's instructions. B. Premixed Plaster Materials: Mix in accordance with manufacturer's instructions. C. Mix only as much plaster as can be used prior to initial set. D. Add color pigments to finish coat in accordance with manufacturer's instructions. E. Mix materials dry, to uniform color and consistency, before adding water. F. Protect mixtures from freezing, frost, contamination, and excessive evaporation. G. Do not retemper mixes after initial set has occurred. PART 3 EXECUTION 3.01 EXAMINATION A. Verify the suitability of existing conditions before starting work. B. Masonry: Verify joints are cut flush and surface is ready to receive work of this section. Verify no bituminous or water repellent coatings exist on masonry surface. C. Metal Lath and Accessories: Verify lath is flat, secured to substrate, and joint and surface perimeter accessories are in place. San Juan Library Bookstore Relocation 09 2400 - 2 PORTLAND CEMENT PLASTERING April 08, 2013 3.02 PREPARATION A. Dampen masonry surfaces to reduce excessive suction. B. Clean concrete surfaces of foreign matter. Clean surfaces using acid solutions, solvents, or detergents. Wash surfaces with clean water. C. Roughen smooth concrete surfaces and apply bonding agent in accordance with manufacturer's instructions. 3.03 PLASTERING A. Apply plaster in accordance with ASTM C926. B. Moist cure base coats. C. Apply second coat immediately following initial set of first coat. D. After curing, dampen previous coat prior to applying finish coat. E. Finish Texture: Float to a consistent and smooth finish to match existing. F. Avoid excessive working of surface. Delay troweling as long as possible to avoid drawing excess fines to surface. G. Moist cure finish coat for minimum period of 48 hours. 3.04 TOLERANCES A. Maximum Variation from True Flatness: 1/8 inch in 10 feet (3 mm in 3 m). END OF SECTION San Juan Library Bookstore Relocation 09 3000 - 1 TILING April 08, 2013 SECTION 09 3000 TILING PART 1 GENERAL 1.01 SECTION INCLUDES A. Tile for floor applications. B. Tile for wall applications. C. Ceramic trim. 1.02 RELATED REQUIREMENTS A. Section 09 2400 - Portland Cement Plastering: Lath and Portland cement scratch coat and membrane, where required by The Tile Council of North America Method specified. B. Section 09 2116 - Gypsum Board Assemblies: Installation of tile backer board. 1.03 REFERENCE STANDARDS A. ANSI A108 Series/A118 Series/A136.1 - American National Standard Specifications for the Installation of Ceramic Tile (Compendium); 2012.1. B. ANSI A108.1a - American National Standard Specifications for Installation of Ceramic Tile in the Wet-Set Method, with Portland Cement Mortar; 2012.1. C. ANSI A108.1b - American National Standard Specifications for Installation of Ceramic Tile on a Cured Portland Cement Mortar Setting Bed with Dry-Set or Latex Portland Cement Mortar; 2012.1. D. ANSI A108.1c - Specifications for Contractors Option: Installation of Ceramic Tile in the Wet-Set Method with Portland Cement Mortar or Installation of Ceramic Tile on a Cured Portland Cement Mortar Bed with Dry-Set or Latex Portland Cement E. ANSI A108.4 - American National Standard Specifications for Installation of Ceramic Tile with Organic Adhesives or Water Cleanable Tile-Setting Epoxy Adhesive; 2012.1. F. ANSI A108.5 - American National Standard Specifications for Installation of Ceramic Tile with Dry-Set Portland Cement Mortar or Latex-Portland Cement Mortar; 2012.1. G. ANSI A108.6 - American National Standard Specifications for Installation of Ceramic Tile with Chemical Resistant, Water Cleanable Tile-Setting and -Grouting Epoxy; 2012.1. H. ANSI A108.8 - American National Standard Specifications for Installation of Ceramic Tile with Chemical Resistant Furan Resin Mortar and Grout; 2012.1. I. ANSI A108.9 - American National Standard Specifications for Installation of Ceramic Tile with Modified Epoxy Emulsion Mortar/Grout; 2012.1. J. ANSI A108.10 - American National Standard Specifications for Installation of Grout in Tilework; 2012.1. K. ANSI A108.11 - American National Standard for Interior Installation of Cementitious Backer Units; 2012.1. L. ANSI A108.12 - American National Standard for Installation of Ceramic Tile with EGP (Exterior glue plywood) Latex-Portland Cement Mortar; 2012.1. M. ANSI A108.13 - American National Standard for Installation of Load Bearing, Bonded, Waterproof Membranes for Thin-Set Ceramic Tile and Dimension Stone; 2012.1. N. ANSI A118.4 - American National Standard Specifications for Latex-Portland Cement Mortar; 2012.1. O. ANSI A118.7 - American National Standard Specifications for Polymer Modified Cement Grouts for Tile Installation; 2012.1. P. ANSI A118.9 - American National Standard Specifications for Test Methods and Specifications for Cementitious Backer Units; 2012.1. San Juan Library Bookstore Relocation 09 3000 - 2 TILING April 08, 2013 Q. ANSI A118.10 - American National Standard Specifications for Load Bearing, Bonded, Waterproof Membranes for Thin-Set Ceramic Tile and Dimension Stone Installation; 2012.1. R. TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile Installation; 2012. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories. Include instructions for using grouts and adhesives. 1.05 QUALITY ASSURANCE A. Maintain one copy of The Tile Council of North America Handbook and ANSI A108 Series/A118 Series on site. B. Manufacturer Qualifications: Company specializing in manufacturing the types of products specified in this section, with minimum 5 years of documented experience. C. Installer Qualifications: Company specializing in performing tile installation, with minimum of 5 years of documented experience. PART 2 PRODUCTS 2.01 TILE A. Manufacturers: All products by the same manufacturer. 1. American Olean: www.americanolean.com. 2. Dal-Tile Corporation: www.daltile.com. 3. Summitville Tiles, Inc: www.summitville.com. 4. Substitutions: See Section 01 6000 - Product Requirements. 2.02 TRIM AND ACCESSORIES A. Ceramic Trim: Matching bullnose, double bullnose, cove base, and cove ceramic shapes in sizes coordinated with field tile. 1. Manufacturer: Same as for tile. 2.03 SETTING MATERIALS A. Provide setting materials made by the same manufacturer as grout. B. Latex-Portland Cement Mortar Bond Coat: ANSI A118.4. 1. Application(s): Use this type of bond coat where indicated and where no other type of bond coat is indicated. 2.04 GROUTS A. Polymer Modified Grout: ANSI A118.7 polymer modified cement grout. 1. Applications: Use this type of grout where indicated and where no other type of grout is indicated. 2. Use sanded grout for joints 1/8 inch wide and larger; use unsanded grout for joints less than 1/8 inch wide. 2.05 THIN-SET ACCESSORY MATERIALS A. Waterproofing Membrane at Showers and Tiled Tubs: Specifically designed for bonding to cementitious substrate under thick mortar bed or thin-set tile; complying with ANSI A118.10. 1. Type: Mortar-bonded sheet. B. Underlayment at Floors: Specifically designed for bonding to thin-set setting mortar; not primarily a waterproofing material and having the following characteristics: 1. Do Not Use: Gypsum or cementitious based self-leveling underlayment. C. Cementitious Backer Board: ANSI A118.9; High density, cementitious, glass fiber reinforced, 1/2 inch (13 mm) thick; 2 inch (50 mm) wide coated glass fiber tape for joints and corners. San Juan Library Bookstore Relocation 09 3000 - 3 TILING April 08, 2013 PART 3 EXECUTION 3.01 EXAMINATION A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type of work and are ready to receive tile. B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are dust-free, and are ready to receive tile. C. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding of setting materials to sub-floor surfaces. D. Verify that concrete sub-floor surfaces are ready for tile installation by testing for moisture emission rate and alkalinity; obtain instructions if test results are not within limits recommended by tile manufacturer and setting materials manufacturer. E. Verify that required floor-mounted utilities are in correct location. 3.02 PREPARATION A. Protect surrounding work from damage. B. Vacuum clean surfaces and damp clean. C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances. D. Install backer board in accordance with ANSI A108.11 and board manufacturer's instructions. Tape joints and corners, cover with skim coat of setting material to a feather edge. 3.03 INSTALLATION - GENERAL A. Install tile, thresholds, and stair treads and grout in accordance with applicable requirements of ANSI A108.1 through A108.13, manufacturer's instructions, and The Tile Council of North America Handbook recommendations. B. Lay tile to pattern indicated. Do not interrupt tile pattern through openings. C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases neatly. Align floor joints. D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make grout joints without voids, cracks, excess mortar or excess grout, or too little grout. E. Form internal angles square and external angles bullnosed. F. Sound tile after setting. Replace hollow sounding units. G. Keep expansion joints free of adhesive or grout. Apply sealant to joints. H. Prior to grouting, allow installation to completely cure; minimum of 48 hours. I. Grout tile joints. Use standard grout unless otherwise indicated. J. Apply sealant to junction of tile and dissimilar materials and junction of dissimilar planes. 3.04 INSTALLATION - FLOORS - THIN-SET METHODS A. Over interior concrete substrates, install in accordance with The Tile Council of North America Handbook Method F113, dry-set or latex-Portland cement bond coat, with standard grout, unless otherwise indicated. 3.05 INSTALLATION - WALL TILE A. Over cementitious backer units on studs, install in accordance with The Tile Council of North America Handbook Method W244, using membrane at toilet rooms. 3.06 CLEANING A. Clean tile and grout surfaces. San Juan Library Bookstore Relocation 09 3000 - 4 TILING April 08, 2013 3.07 PROTECTION A. Do not permit traffic over finished floor surface for 4 days after installation. END OF SECTION San Juan Library Bookstore Relocation 09 5100 - 1 ACOUSTICAL CEILINGS April 08, 2013 SECTION 09 5100 ACOUSTICAL CEILINGS PART 1 GENERAL 1.01 SECTION INCLUDES A. Suspended metal grid ceiling system. B. Acoustical units. 1.02 REFERENCE STANDARDS A. ASTM C635 - Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings; 2007. B. ASTM E1264 - Standard Classification for Acoustical Ceiling Products; 2008e1. 1.03 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on suspension system components and acoustical units. PART 2 PRODUCTS 2.01 ACOUSTICAL UNITS A. Manufacturers: 1. Armstrong World Industries, Inc; Product Cortega Tegular Second Look: www.armstrong.com. 2. Substitutions: See Section 01 6000 - Product Requirements. B. Acoustical Units - General: ASTM E1264, Class A. 2.02 SUSPENSION SYSTEM(S) A. Manufacturers: 1. Same as for acoustical units. 2. Substitutions: See Section 01 6000 - Product Requirements. B. Suspension Systems - General: ASTM C635; die cut and interlocking components, with stabilizer bars, clips, splices, perimeter moldings, and hold down clips as required. 2.03 ACCESSORIES A. Support Channels and Hangers: Galvanized steel; size and type to suit application, seismic requirements, and ceiling system flatness requirement specified. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that layout of hangers will not interfere with other work. 3.02 INSTALLATION - SUSPENSION SYSTEM A. Install suspension system in accordance with manufacturer's instructions and as supplemented in this section. B. Rigidly secure system, including integral mechanical and electrical components, for maximum deflection of 1:360. C. Install after major above-ceiling work is complete. Coordinate the location of hangers with other work. D. Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members. E. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance. San Juan Library Bookstore Relocation 09 5100 - 2 ACOUSTICAL CEILINGS April 08, 2013 F. Do not support components on main runners or cross runners if weight causes total dead load to exceed deflection capability. G. Support fixture loads using supplementary hangers located within 6 inches (150 mm) of each corner, or support components independently. H. Do not eccentrically load system or induce rotation of runners. 3.03 INSTALLATION - ACOUSTICAL UNITS A. Install acoustical units in accordance with manufacturer's instructions. B. Fit acoustical units in place, free from damaged edges or other defects detrimental to appearance and function. C. Fit border trim neatly against abutting surfaces. D. Install units after above-ceiling work is complete. E. Install acoustical units level, in uniform plane, and free from twist, warp, and dents. F. Cutting Acoustical Units: 1. Make field cut edges of same profile as factory edges. 3.04 TOLERANCES A. Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet (3 mm in 3 m). B. Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees. END OF SECTION San Juan Library Bookstore Relocation 09 6800 - 1 CARPETING April 08, 2013 SECTION 09 6800 CARPETING PART 1 GENERAL 1.01 SECTION INCLUDES A. Carpet, stretched-in, with cushion underlay and direct-glued. 1.02 RELATED REQUIREMENTS A. Section 03 3000 - Cast-in-Place Concrete: Restrictions on curing compounds for concrete slabs and floors to receive adhesive-applied carpet. 1.03 REFERENCE STANDARDS A. ASTM D2859 - Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials; 2006 (Reapproved 2011). B. CRI (CIS) - Carpet Installation Standard; Carpet and Rug Institute; 2009. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on specified products, describing physical and performance characteristics; sizes, patterns, colors available, and method of installation. PART 2 PRODUCTS 2.01 CARPET A. Carpet Type Selected By Owner: PART 3 EXECUTION 3.01 EXAMINATION A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type of work and are ready to receive carpet. 3.02 INSTALLATION - GENERAL A. Starting installation constitutes acceptance of sub-floor conditions. B. Install carpet and cushion in accordance with manufacturer's instructions and CRI Carpet Installation Standard. C. Verify carpet match before cutting to ensure minimal variation between dye lots. D. Lay out carpet and locate seams in accordance with shop drawings: 1. Locate seams in area of least traffic, out of areas of pivoting traffic, and parallel to main traffic. 2. Do not locate seams perpendicular through door openings. 3. Align run of pile in same direction as anticipated traffic and in same direction on adjacent pieces. 4. Locate change of color or pattern between rooms under door centerline. 5. Provide monolithic color, pattern, and texture match within any one area. E. Install carpet tight and flat on subfloor, well fastened at edges, with a uniform appearance. 3.03 DIRECT-GLUED CARPET A. Double cut carpet seams, with accurate pattern match. Make cuts straight, true, and unfrayed. Apply seam adhesive to cut edges of woven carpet immediately. B. Apply contact adhesive to floor uniformly at rate recommended by manufacturer. After sufficient open time, press carpet into adhesive. C. Apply seam adhesive to the base of the edge glued down. Lay adjoining piece with seam straight, not overlapped or peaked, and free of gaps. D. Roll with appropriate roller for complete contact of adhesive to carpet backing. San Juan Library Bookstore Relocation 09 6800 - 2 CARPETING April 08, 2013 E. Trim carpet neatly at walls and around interruptions. END OF SECTION San Juan Library Bookstore Relocation 09 9000 - 1 PAINTING AND COATING April 08, 2013 SECTION 09 9000 PAINTING AND COATING PART 1 GENERAL 1.01 SECTION INCLUDES A. Surface preparation. B. Field application of paints and other coatings. C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory-finished and unless otherwise indicated. 1. Mechanical and Electrical: a. In finished areas, paint all insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, mechanical equipment, and electrical equipment, unless otherwise indicated. D. Do Not Paint or Finish the Following Items: 1. Items fully factory-finished unless specifically so indicated; materials and products having factory-applied primers are not considered factory finished. 2. Items indicated to receive other finishes. 3. Items indicated to remain unfinished. 4. Fire rating labels, equipment serial number and capacity labels, and operating parts of equipment. 5. Floors, unless specifically so indicated. 6. Glass. 7. Concealed pipes, ducts, and conduits. 1.02 RELATED REQUIREMENTS A. Section 05 5000 - Metal Fabrications: Shop-primed items. 1.03 REFERENCE STANDARDS A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition. B. ASTM D4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood and Wood-Base Materials; 2007. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. B. Samples: Submit three paper "drop" samples, 8-1/2 by 11 inches (216 by 279 mm) in size, illustrating range of colors available for each finishing product specified. 1. Where sheen is specified, submit samples in only that sheen. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Paint Materials: Store at minimum ambient temperature of 45 degrees F (7 degrees C) and a maximum of 90 degrees F (32 degrees C), in ventilated area, and as required by manufacturer's instructions. 1.06 FIELD CONDITIONS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. San Juan Library Bookstore Relocation 09 9000 - 2 PAINTING AND COATING April 08, 2013 C. Provide lighting level of 80 ft candles (860 lx) measured mid-height at substrate surface. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Provide all paint and coating products used in any individual system from the same manufacturer; no exceptions. B. Substitutions: See Section 01 6000 - Product Requirements. 2.02 PAINTS AND COATINGS - GENERAL A. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating. 1. Provide paints and coatings of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with good flow and brushing properties, and capable of drying or curing free of streaks or sags. 2. Supply each coating material in quantity required to complete entire project's work from a single production run. 3. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is specifically described in manufacturer's product instructions. B. Primers: Where the manufacturer offers options on primers for a particular substrate, use primer categorized as "best" by the manufacturer. C. Volatile Organic Compound (VOC) Content: 1. Provide coatings that comply with the most stringent requirements specified in the following: a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for Architectural Coatings. 2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction. D. Colors: As indicated on drawings 1. In finished areas, finish pipes, ducts, conduit, and equipment the same color as the wall/ceiling they are mounted on/under. 2.03 PAINT SYSTEMS - EXTERIOR A. Paint EC-OP - All Exterior Concrete and Masonry Surfaces Indicated to be Painted, Unless Otherwise Indicated: Including concrete, concrete masonry, brick, cement board, and _____. 1. Preparation as specified by manufacturer. 2. Two top coats and one coat primer recommended by manufacturer. 3. Primer On Concrete and Concrete Masonry: One heavy coat latex block filler (100 percent acrylic) squeegeed into pores. 2.04 PAINT SYSTEMS - INTERIOR A. Paint I-OP - All Interior Surfaces Indicated to be Painted, Unless Otherwise Indicated: Including gypsum board, concrete, concrete masonry, brick, wood, plaster, uncoated steel, shop primed steel, galvanized steel, aluminum, and _____. 1. Two top coats and one coat primer. 2. Primer(s): As follows unless other primer is required or recommended by manufacturer of top coats: a. Gypsum Board: MPI #50, Interior Latex Primer Sealer. b. Concrete: MPI #3, Alkali Resistant Water Based Primer. c. Concrete Masonry: MPI #4, Latex Block Filler; heavy coat squeegeed into pores. d. Plaster: MPI #50, Interior Latex Primer Sealer. e. Clay Masonry: MPI #3, Alkali Resistant Water Based Primer. f. Wood: MPI #39, Latex Primer for Interior Wood. g. Wood: MPI #45, Interior Alkyd Primer Sealer. h. Steel, Uncoated: MPI #79, Anti-Corrosive Alkyd Primer for Metal. San Juan Library Bookstore Relocation 09 9000 - 3 PAINTING AND COATING April 08, 2013 i. Steel, Uncoated: MPI #107, Rust-Inhibitive Water Based Primer. j. Steel -- Shop Primer: MPI #76, Quick Dry Alkyd Primer for Metal. k. Galvanized Steel: MPI #134, Water Based Galvanized Primer. l. Galvanized Steel: Cementious primer. m. Aluminum: MPI #95, Quick Dry Primer for Aluminum. B. Paint I-OP-MD-DT - Medium Duty Door/Trim: For surfaces subject to frequent contact by occupants, including metals, wood, and ______: 1. Two top coats and one coat primer. C. Paint I-OP-MD-WC - Medium Duty Vertical/Overhead: Including gypsum board, plaster, concrete, concrete masonry, uncoated steel, shop primed steel, galvanized steel, aluminum, and ______. 1. Two top coats and one coat primer. 2. Primer(s): As follows unless other primer is required or recommended by manufacturer of top coats: a. Gypsum Board: MPI #50, Interior Latex Primer Sealer. b. Concrete: Same as top coats. c. Concrete: MPI #3, Alkali Resistant Water Based Primer. d. Concrete Masonry: MPI #4, Latex Block Filler; heavy coat squeegeed into pores. e. Plaster: MPI #50, Interior Latex Primer Sealer. D. Paint I-OP-HD - Heavy Duty Vertical and Overhead: Including gypsum board, plaster, concrete, concrete masonry, uncoated steel, shop primed steel, galvanized steel, and aluminum. 1. Applications: See Finish Schedule. 2. Two top coats and one coat primer; primer may be omitted if top coat manufacturer approves. 3. Primer(s): As recommended by manufacturer of top coats. E. Paint I-OP-DF - Dry Fall: Metals; exposed structure and overhead-mounted services in utilitarian spaces, including shop primed steel deck, structural steel, metal fabrications, galvanized ducts, galvanized conduit, galvanized piping, and _______. 1. Shop primer by others. 2. One top coat; white. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Test shop-applied primer for compatibility with subsequent cover materials. D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Gypsum Wallboard: 12 percent. 2. Plaster and Stucco: 12 percent. 3. Masonry, Concrete, and Concrete Unit Masonry: 12 percent. 4. Interior Wood: 15 percent, measured in accordance with ASTM D4442. 5. Exterior Wood: 15 percent, measured in accordance with ASTM D4442. 3.02 PREPARATION A. Clean surfaces thoroughly and correct defects prior to coating application. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing surfaces or finishing. San Juan Library Bookstore Relocation 09 9000 - 4 PAINTING AND COATING April 08, 2013 D. Seal surfaces that might cause bleed through or staining of topcoat. E. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate and bleach. Rinse with clean water and allow surface to dry. F. Concrete and Unit Masonry Surfaces to be Painted: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove oil and grease with a solution of tri-sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry. G. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime defects after repair. H. Plaster Surfaces to be Painted: Fill hairline cracks, small holes, and imperfections with latex patching plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize high alkali surfaces. I. Aluminum Surfaces to be Painted: Remove surface contamination by steam or high pressure water. Remove oxidation with acid etch and solvent washing. Apply etching primer immediately following cleaning. J. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. K. Corroded Steel and Iron Surfaces to be Painted: Prepare using at least SSPC-PC 2 (hand tool cleaning) or SSPC-SP 3 (power tool cleaning) followed by SSPC-SP 1 (solvent cleaning). L. Uncorroded Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand or power tool wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paint entire surface; spot prime after repairs. M. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Re-prime entire shop-primed item. N. Interior Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. Back prime concealed surfaces before installation. O. Exterior Wood Surfaces to Receive Opaque Finish: Remove dust, grit, and foreign matter. Seal knots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior calking compound after prime coat has been applied. Back prime concealed surfaces before installation. P. Wood Doors to be Field-Finished: Seal wood door top and bottom edge surfaces with clear sealer. 3.03 APPLICATION A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components and paint separately. B. Exterior Wood to Receive Opaque Finish: If final painting must be delayed more than 2 weeks after installation of woodwork, apply primer within 2 weeks and final coating within 4 weeks. C. Apply products in accordance with manufacturer's instructions. D. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied. E. Apply each coat to uniform appearance. F. Sand wood and metal surfaces lightly between coats to achieve required finish. G. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat. San Juan Library Bookstore Relocation 09 9000 - 5 PAINTING AND COATING April 08, 2013 H. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. 3.04 CLEANING A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. 3.05 PROTECTION A. Protect finished coatings until completion of project. B. Touch-up damaged coatings after Substantial Completion. END OF SECTION