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HomeMy WebLinkAboutHousing & Redevelopment Authority Packet 10-22-2020 Housing & Redevelopment Authority 1 of 2 October 22, 2020 CITY OF PLYMOUTH AGENDA Housing and Redevelopment Authority October 22, 2020, 7:00 PM City Hall 1. CALL TO ORDER 2. PUBLIC FORUM 3. APPROVE AGENDA 4. CONSENT AGENDA—These items are considered to be routine and will be enacted by one motion. There will be no separate discussion of these items unless a Commissioner or citizen so requests, in which event the item will be removed from the Consent Agenda and placed elsewhere on the agenda. 4A Approve proposed September 24, 2020 minutes 4B Plymouth Town Square. Accept monthly housing reports 4C Vicksburg Crossing. Accept monthly housing reports 5. PUBLIC HEARING 5A Housing Choice Voucher Program. Proposed changes to the Housing Choice Voucher Administrative Plan and submission of HUD-50077-CR 6. NEW BUSINESS 6A Approve Plans and Specifications and Order Advertisement for Bids for 2021 Vicksburg Crossing Window Replacement Project 7. UPDATES 8. ADJOURNMENT Instructions to participate in virtual HRA Meeting HRA meetings will be conducted virtually (via Zoom webinar/conference call) due to the state of local emergency for the COVID 19 pandemic. The chair, commissioners, and staff will participate in this meeting via telephone/video conference. The meeting will be live-streamed online via Zoom. Public Comments Written comments: Comments may be submitted for inclusion in the HRA packet by emailing Community Development Coordinator Matt Lupini at mlupini@plymouthmn.gov. You may also request that comments of up to one page be read into the record by the Community Development Coordinator. Housing & Redevelopment Authority 2 of 2 October 22, 2020 Speaking during the meeting: The public may address the HRA regarding an item on the agenda via Zoom conferencing service at no cost. Those who wish to speak must register online via Zoom and indicate that they wish to provide public comment on an agenda item. Register via Zoom at: https://us02web.zoom.us/webinar/register/WN_Ru0zgCHDQ8uaWUawc7pznQ Project Manual 2021 Window Replacement Vicksburg Crossing 3155 Vicksburg Lane North Plymouth, Minnesota City of Plymouth Housing & Redevelopment Authority 2020 Window Replacement Vicksburg Crossing City of Plymouth 00 01 10 - 1 213895 PROJECT 2021 Window Replacement Vicksburg Crossing 3155 Vicksburg Lane North Plymouth, Minnesota OWNER City of Plymouth Housing & Redevelopment Authority 3400 Plymouth Boulevard Plymouth, MN 55447 ARCHITECT Inspec, Inc.Project No. 215041 5801 Duluth Street Minneapolis, Minnesota 55422 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signature Typed Name David W. Campbell, AIA, RWC, GRC Date Reg. No. 24188 As a mutual protection to clients, the public, and ourselves, all documents are submitted as instruments of service and, as such, remain the property of Inspec, Inc. These documents are for use solely with respect to this project. Our written authorization is necessary to publish any extracts from or regarding our documents, or for the re-use of these documents. © Inspec, Inc. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 01 10 - 2 215041-001 TABLE OF CONTENTS NUMBER TITLE 00 01 01 Title Page 00 01 05 Certification Page 00 01 10 Table of Contents and List of Drawings DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS 00 11 13 Advertisement for Bids 00 21 13 Instructions to Bidders 00 41 13 Bid Form 00 43 25 Substitution Request Form 00 45 13 Responsible Contractor Affidavit 00 62 76 Application for Payment Certificate 00 65 73 Withholding Affidavit for Contractors 00 70 00 General Conditions AIA A201 Standard General Conditions 00 72 00 Supplementary Conditions DIVISION 01 GENERAL REQUIREMENTS 01 10 00 Summary 01 20 00 Price and Payment Procedures 01 30 00 Administrative Requirements 01 30 01 Submittal Cover Sheet 01 40 00 Quality Requirements 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 70 00 Execution Requirements DIVISION 02 EXISTING CONDITIONS 02 41 19 Demolition, Waste Management, and Disposal DIVISION 06 WOODS, PLASTICS, AND COMPOSITES 06 16 00 Sheathing DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 25 00 Weather Barrier 07 46 20 Engineered Wood Siding 07 62 00 Sheet Metal Flashing 07 92 00 Joint Sealant DIVISION 08 OPENINGS 08 54 13 Fiberglass Windows DIVISION 09 FINISHES 09 91 00 Painting 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 01 10 - 3 215041-001 LIST OF DRAWINGS SHEET NO.DESCRIPTION T1.0 Title Sheet A1.0 Key Plan, Elevations A1.1 Key Plan, Elevations A1.2 Key Plan, Elevations A1.3 Window Elevations, Window Schedule, Typical Floor Plan A1.4 Window Details, Siding Details A1.5 Canopy Soffit Plan, Details 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 10 00 - 1 215041-001 DOCUMENT 00 11 13 ADVERTISEMENT FOR BIDS Sealed bids in duplicate will be received by CITY OF PLYMOUTH HOUSING AND REDEVELOPMENT AUTHORITY (HRA) for the 2021 Window Replacement at Vicksburg Crossing until 2:00 pm, November 24, 2020 at which time they will be publicly opened and read aloud at the office of the City of Plymouth located at 3400 Plymouth Boulevard, Plymouth, MN. Bidders are invited to attend. Bids received after this time will be returned unopened. Bids shall be submitted on copies of form provided in the Bidding Documents. Envelopes containing bids must be sealed and marked "2021 Window Replacement at Vicksburg Crossing", with the name and address of the bidder, and the date and hour of the opening. Bids shall be delivered to: Mr. James Barnes, Housing Programs Manager City of Plymouth, Housing & Redevelopment Authority 3400 Plymouth Boulevard Plymouth, MN 55447-1482 The complete form shall be without alterations, additions, or erasures. All bids shall be on a lump sum basis. The Owner reserves the right to reject any or all bids and to waive any irregularities or informalities in bids and to determine whether a bid is responsive or non-responsive. No bid may be withdrawn for a period of thirty (30) days. Direct communications regarding this Project to Darren Sprute, Inspec, telephone 763-546-3434; dsprute@inspec.com Bidding Documents are available for a fee via digital download at www.questcdn.com or www.inspec.com. Contact QuestCDN.com at 952-233-1632 or info@questcdn.com for assistance in free membership registration, downloading, and working with this digital project information. Paper copies of Bidding Documents can be ordered by contacting Northstar Imaging Services, Inc., 651-686-0477, for a non-refundable fee plus shipping and handling. Plan Holders are parties that have downloaded the plans and specifications. Plan holders will be notified via email as addenda are issued. Copies of the Bidding Documents will be on file and available for inspection at Inspec, 5801 Duluth Street, Golden Valley, Minnesota 55422. Each bidder shall accompany the Bid Form with Bid Security and the Responsible Contractor's Affidavit as described in the Instructions to Bidders. RESPONSIBLE CONTRACTOR: The successful bidder must be a “responsible contractor.” The term “responsible contractor” means a contractor as defined in Minnesota Statutes Section 16C.285, subdivision 3. Any prime contractor, subcontractor, or motor carrier that does not meet the minimum criteria or fails to comply with the verification requirements is not a responsible contractor and is not eligible to be awarded a construction contract for the project or to perform work on the project. A prime contractor, subcontractor, or motor carrier that makes a false statement under oath verifying compliance with the minimum criteria will be ineligible to be 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 10 00 - 2 215041-001 awarded a construction contract on the project and the submission of a false statement may result in termination of a contract awarded to a prime contractor, subcontractor, or motor carrier that submits the false statement. A prime contractor shall include in its verification of compliance a list of all of its first-tier subcontractors that it intends to retain for work on the project. Before execution of a construction contract, a prime contractor shall submit a Supplemental Verification under oath confirming that all subcontractors and motor carriers that the prime contractor intends to use to perform project work have verified to the prime contractor, through a signed statement under oath by an owner or officer, that they meet the minimum criteria for a responsible contractor. Bid result information may be viewed at www.questcdn.com or www.inspec.com A pre-bid conference will be held at 2:00 pm, November 10, 2020 at Vicksburg Crossing, 3155 Vicksburg Lane North, Plymouth, Minnesota. Contractors are to meet at main entrance on the south side of the building. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 21 13 - 1 215041-001 DOCUMENT 00 21 13 INSTRUCTIONS TO BIDDERS 1. DEFINED TERMS A. Terms used in these Instructions to Bidders, which are defined in the Standard General Conditions included herein, have the meanings assigned to them in the General Conditions. 2. BIDDERS QUALIFICATIONS A.Responsible Contractor: Minnesota Statute §16C.285 requires all construction contracts over $50,000 that are awarded through a solicitation process may only be awarded to a “Responsible Contractor.” 1. All responses to this solicitation must include a signed statement under oath by an Owner or officer verifying compliance with each of the minimum criteria in subdivision 3. This requirement is met by completing and submitting the Responsible Contractor's Affidavit (included herein). 2. Any Prime Contractor or subcontractor that does not meet the requirements in subdivision 3 or fails to verify that it meets those criteria by not including the affidavit of compliance is not a responsible contractor and will not be eligible to be awarded the Contract. Moreover, any false statement regarding compliance with subdivision 3 will result in termination of an awarded contract. 3. The Prime Contractor or subcontractor must also include in its verification of compliance (affidavit) a list of its first-tier subcontractors that it intends to retain for work on the Project. 4. If a Prime Contractor or any subcontractor retains additional subcontractors on the Project after submitting its verification of compliance, the Prime Contractor or subcontractor shall obtain verifications of compliance from each additional subcontractor with which it has a direct contractual relationship and shall submit a supplemental verification confirming compliance with subdivision 3, clause (7), within 14 days of retaining the additional subcontractors. This requirement applies during the solicitation process and continues through the term of the awarded Contract. 5. Contractor shall submit to the Owner upon request, copies of the signed verification of compliance from all subcontractors of any tier pursuant to subdivision 3, clause 7. B.Contractor's Qualifications: Each Contractor shall be prepared to submit the following within 5 days of Owner's request: 1. Detailed anticipated construction schedule and staffing plan. 2. AIA Document A305, Contractor's Qualification Statement; Including written evidence of a satisfactory experience record with work of this type and scope; and, if requested by the Owner, can provide five references for projects of a size exceeding 75 percent of the area in- cluded in this Project that are at least five years old. These references shall include project schedules, including bid date, start and completion dates, Owner and/or Engineer contacts including names, addresses and telephone numbers, and the specific components existing and installed on each referenced project. 3. EXAMINATION OF CONTRACT DOCUMENTS AND SITE A. Before submitting this bid, each Bidder shall: 1. Examine and read the Contract Documents thoroughly. 2. Visit the site to familiarize themselves with local conditions that may in any manner affect performance of the Work. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 21 13 - 2 215041-001 3. Familiarize themselves with federal, state, and local laws, ordinances, rules, and regulations affecting performance of the Work. 4.Carefully correlate their observations with the requirements of the Contract Documents. B. Before submitting a bid, each Bidder shall at its own expense, make such surveys and investigations as they may deem necessary to determine a bid price for performance of the Work within the terms of the Contract Documents. C. Bidders visiting the building for estimating purposes while the building is occupied shall abide by the Owner's or tenant's rules and regulations. D. The submission of a bid will constitute an incontrovertible representation by the Bidder that they have complied with every requirement of this Article. 4. INTERPRETATIONS A. Questions about the meaning or intent of the Contract Documents shall be submitted to Architect/Engineer in writing. Replies will be issued by Addenda to all plan holders. Plan Holders are parties that have downloaded the plans and specifications. Plan holders will be notified via email as addenda are issued. B. Questions received less than five days prior to the date of bid opening will not be answered. Only questions answered by a formal written addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. C. The Contract Documents are complementary, and what is called for by any one shall be as binding as if called for by all. D. The intent of the Documents is to include all labor, materials, equipment, and transportation necessary for the proper execution of the Work. E. Materials or work described in words which so applied have a well-known technical or trade meaning shall be held to refer to such recognized standards. 5. BID PREPARATION A. The Bid Form is included in the Contract Documents; additional copies may be obtained from Architect/Engineer. B. Bid Form must be completed in ink or by typewriter. The bid price of each item on the form must be stated in words and numerals; in case of a conflict, words will take precedence. C. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other corporate officer accompanied by evidence of authority to sign). The corporate address and state of incorporation shall be shown adjacent to the signature. D. Bids by partnerships must be executed in the partnership name and signed by a partner, their title must appear under their signature and the official address of the partnership must be shown adjacent to the signature. E. All names must be typed or printed below the signature. F. The Bid shall contain an acknowledgment of receipt of each Addenda (the numbers of which shall be filled in on the Bid Form). G. There is no exemption from payment of taxes. Include in the bid all sales, excise, use, and other taxes required by Federal, State, and local laws and statutes. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 21 13 - 3 215041-001 6. BID SECURITY A. Each bid shall be accompanied by bid security in the sum of not less than five (5) percent of the total amount of the bid. The required security must be in the form of a certified or bank cashier's check made payable to Owner or a bid bond issued by a surety licensed to conduct business in the state where the Project is located and named in the current list of “Surety Companies Acceptable on Federal Bonds” as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Department. The bid security of the successful bidder will be retained until they have executed the Agreement and furnished the required contract security, whereupon it will be returned; if they fail to execute and deliver the agreement and furnish the required contract security within 15 days of the Notice of Award, Owner may annul the Notice of Award and the bid security of that bidder will be forfeited as liquidated damages. The bid security of any bidder whom Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the seventh day after the executed Agreement is delivered by Owner to Contractor and the required contract security is furnished, but no longer than the sixty-first day after the bid opening. Bid security of other bidders will be returned within 10 days of the bid opening. 7. PERFORMANCE AND PAYMENT BONDS A. Provide and pay for bonds covering faithful performance of the Contract and the payment of all obligations arising thereunder, by a corporate surety acceptable to the Owner and authorized to do business in the state where the Project is located; as approved by Owner; in accordance with statutory requirements. Provide in the amount of 100 percent of Contract Price. The bidder shall deliver said bond to the Owner not later than the date of execution of the Contract. B. Bonds shall guarantee Contractor will satisfactorily perform each and every part of the Contract, including completion time and warranties required; guarantee payment to suppliers, allow for any additions or deductions to the Contract and completion time shall not be extended by reason of said changes, unless approved by Owner at time of said change; provided that no notice of aforesaid alterations, additions or omissions need be given to surety company. C. The Performance and Payment Bonds shall extend for a period of one year after the date of final inspection and acceptance of the Work by the Owner, and are not intended to include the additional warranty period(s) specified for the Work. 8. CONTRACT TIME A. Time of completion is important to the Owner and date for final completion is shown in Division 1, along with provisions for liquidated damages. 9. SUBCONTRACTORS A. The Contractor shall include in writing on its Responsible Contractor Affidavit, a list of the names of subcontractors proposed for the principal portions of the work. The Contractor shall not employ any subcontractor to whom the Architect/Engineer or the Owner may have a reasonable objection. Contracts between the subcontractor shall be in accordance with the terms of this Agreement and shall include the General Conditions of this Agreement insofar as applicable. Subcontractors shall meet Qualification of Bidders requirements listed herein. B. If the Contractor retains additional subcontractors on the Project after submitting its Responsible Contractor verification of compliance, the Prime Contractor or subcontractor shall obtain Responsible Contractor verifications of compliance from each additional subcontractor with which it has a direct contractual relationship and shall submit a supplemental verification confirming compliance with subdivision 3, clause (7), within 14 days of retaining the additional subcontractors. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 21 13 - 4 215041-001 This requirement applies during the solicitation process and continues through the term of the awarded Contract. 10.SUBMISSION OF BIDS A. Bids shall be submitted at the time and place indicated in the Bid Solicitation, and shall be included in an opaque sealed envelope, marked with the Project title and name and address of the Bidder, along with the Bid Security, Responsible Contractor's Affidavit, and other required documents. Telephone, oral, or facsimile bids will not be accepted unless noted otherwise. 11. MODIFICATION AND WITHDRAWAL OF BIDS A. Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a bid must be executed) and delivered to the place where bids are to be submitted at any time prior to the opening of bids. 12. OPENING OF BIDS A. Bids will be opened as indicated in the Bid Solicitation. 13. BIDS TO REMAIN OPEN A. All Bids shall remain open for 30 days after the day of the bid opening; but Owner may in its sole discretion, release any bid and return the Bid Security prior to that date. 14. AWARD OF CONTRACT A. Owner reserves the right to reject any and all bids; to waive any and all informalities; and to disregard all nonconforming or conditional bids or counter-proposals. B. In evaluating bids, Owner will consider the qualifications of the bidders; whether or not the bids comply with the prescribed requirements; and any alternates and unit prices if requested on the Bid Form. Owner may conduct such investigations as deemed necessary to establish the responsibility, qualifications, and financial ability of the bidders, proposed subcontractors, and other persons and organizations to do the Work in accordance with the Contract Documents to Owner's satisfaction within the prescribed time. Owner reserves the right to reject the bid of any bidder who does not pass any such evaluation to Owner's satisfaction. C. If a contract is to be awarded, it will be awarded to the lowest responsible bidder whose evaluation by Owner indicates to Owner that the award will be in the best interests of the Project. If a contract is to be awarded, Owner will give the apparent successful Bidder a Notice of Award within 30 days after the day of the bid opening. D. The Agreement between the Owner and the Contractor for the Work will be AIA A101 Standard Form of Agreement Between Owner and Contractor, latest edition. E. Contractor shall execute the Contract Agreement within five days, Saturdays, Sundays and legal holidays excluded, after the Owner presents the Contract to the selected Bidder. Simultaneously with delivery of the executed counterparts of the Agreement to Owner, Contractor shall deliver to Owner the required contract security. F. Awarded contractor will be given one additional free set of the Construction Documents. A separate PDF file of the documents will be available upon request. 15. SUBSTITUTIONS A. The materials, products, and equipment described in the Contract Documents establish a standard of required function, dimension, appearance, and quality to be met by any proposed substitution. B. A Contractor only (not distributor, representative, or other person in like capacity) may request of the Architect/Engineer a statement a minimum of 5 days prior to bid opening, concerning 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 21 13 - 5 215041-001 acceptability of any material or device which the Contractor is uncertain of as to compliance with the Contract Documents. It shall be the sole responsibility of the Contractor to transmit such requests in writing only in a full and complete manner accompanying the request with all data necessary for qualification of the article and at such a date as to allow reasonable time for the examination thereof. Such data may include structural analysis, drawings, including specific details pertaining to the Project, Project Manual and modifications, and any other information deemed necessary by the Architect/Engineer. All costs incidental to the submission of this data are to be borne by the submitting Contractor. C. The Architect/Engineer will examine such requests to the extent possible, but there shall be no guarantee that all requests can be examined, nor will the Architect/Engineer examine requests accompanied by inadequate data, that are received too late to be qualified, or are received after the last Addendum to the Project Manual has been issued. D. If the Architect/Engineer approves any proposed substitutions, such approval will be set forth in an Addendum. Bidders shall not rely upon approvals made in any other manner. Approved substitutions may include modifications to submitted material deemed necessary by the Architect/Engineer to conform to the established standard of required function, dimension, appearance and quality set forth in the Contract Documents and shall be binding with regard to the performance of the Work, if accepted. END OF DOCUMENT 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 41 13 - 1 215041-001 DOCUMENT 00 41 13 BID FORM SUBMITTED BY: Company: Address: Street City State Zip Company Official: Email: Phone No: Fax No.: SUBMITTED TO: Mr. James Barnes, Housing Programs Manager City of Plymouth - Housing & Redevelopment Authority 3400 Plymouth Boulevard Plymouth, MN 55447-1482 FOR:2021 Window Replacement at Vicksburg Crossing Project No. 214041-001 Owner: The undersigned, being familiar with the local conditions affecting the cost of the work and with the Contract Documents, including the Bidding Requirements, Contracting Requirements, Specifications, Drawings, and Addenda Numbers ___,___, on file in the office of Inspec, Inc., in accordance with the provisions thereof, hereby proposes to furnish all labor, materials, and equipment necessary for: BASE BID: 2021 Window Replacement at Vicksburg Crossing for the sum of $ UNIT PRICES: There shall be no more than 35 percent difference (based on the lower amount) between add and deduct amounts of the same unit price. Unit Price 1:Damaged sheathing replacement $________________ Per Square Foot Unit Price 2:Interior gypsum board replacement and painting $________________ Per Square Foot 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 41 13 - 2 215041-001 In submitting this bid, it is understood the right is reserved by the Owner to reject any and all bids and it is agreed this bid may not be withdrawn for a period of 30 days after date of filing same. The Owner reserves the right to accept any or all Alternates regardless of the order listed. It is the Owner's intent to award a contract to one contractor. All Addenda shall become part of the bid and the work, and shall be acknowledged above in the spaces provided. A bid shall be rejected if it contains any alteration or erasure unless the alteration or erasure is corrected as herein provided. An alteration or erasure may be crossed out and the correction thereof printed in ink or typewritten adjacent thereto and initialed in ink by the person signing the bid. The person signing the bid shall also file a certificate with the bid explaining the correction of the alteration or erasure. Each bid must be accompanied by Bid Security and the Responsible Contractor's Affidavit as described in the Instructions to Bidders. If a Corporation, what is the State of Incorporation: _____________________________________________ If a Partnership, state full name of all co-partners: _____________________________________________ OFFICIAL ADDRESS FIRM NAME __________________________________________ _____________________________________________ __________________________________________ By___________________________________________ __________________________________________ Title_________________________________________ __________________________________________ By___________________________________________ Date: _____________________________________ Title_________________________________________ 00 43 25 - 1 Substitution Request Form Section 00 43 25 SUBSTITUTION REQUEST FORM (During Bidding) Project Inspec Project # Date To Inspec, Inc. From (firm) Contact: (contact) Section No. Section Name Page Article/ Para Proposed Substitution Manufacturer Address Phone Trade Name Model No. Attached data includes product description, specifications, drawings, photographs, and performance and test data adequate for evaluation of the request; applicable portions of the data are clearly identified. Attached data also includes a description of change to the Contract Documents that the proposed substitution will require for its proper installation. Supporting Data Attached ☐Drawings ☐Product Data ☐Samples ☐Tests ☐ Reports ☐Other The Undersigned Certifies: Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. Same warranty will be furnished for proposed substitution as for specified product. Same maintenance service and source of replacement parts, as applicable, is available. Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. Cost data as stated above is complete. Claims for additional costs related to accepted substitution, which may subsequently become apparent, are to be waived. Proposed substitution does not affect dimensions and functional clearances. Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution. Submitted by: Signed by: Firm: Address: Telephone 00 43 25 - 2 Substitution Request Form A/E's Review and Action ☐Substitution approved – Make submittals in accordance with Specification Section 01 30 00 ☐Substitution approved as noted – Make submittals in accordance with Specification Section 01 30 00 ☐Substitution rejected – Use specified materials ☐Substitution Request received too late – Use specified materials Signed By: Date: 00 45 13 - 1 RESPONSIBLE CONTRACTOR AFFIDAVIT AND ACKNOWLEDGEMENT STATE OF ________________) ) SS COUNTY OF______________) THE UNDERSIGNED, being duly sworn, on this ____ day of ___________2020, appeared before me, and swore under oath as follows: 1. I am ___________________________________________, ______________ of (Contractor’s Name and Title) ______________________________________________________ and duly authorized (Name of Company) as owner or officer of the above company to sign this Affidavit. 2.I warrant and represent full compliance with the minimum criteria as set out in Minnesota Statute 16C.285, Subd 3. 3. The following is a list of all first tier subcontractors that will be retained for work on the Project: ______________________________________________________________________________ _______________________________________________________________________ _______________________________________________________________________. ______________________________ Signature Sworn to and subscribed to before me this ____ day of ____________, 2020. ______________________________ Notary Public ____________ County My commission expires: __________ x 00 70 00 - 1 00 70 00-General Conditions.doc DOCUMENT 00 70 00 GENERAL CONDITIONS 1. GENERAL CONDITIONS A. The “General Conditions of the Contract for Construction” AIA Document A201, 2017 Edition, Articles 1-15 inclusive, is hereby made a part of this Contract. A copy is included herein as part of the Contract Documents. 2. PRECEDENCE A. The Articles contained in the Document 00 72 00 - Supplementary Conditions, and Sections of Division 1, General Requirements, may delete, modify or add to the provisions of the General Conditions and shall take precedence over the General Conditions. END OF DOCUMENT 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 1 215041-001 DOCUMENT 00 72 00 SUPPLEMENTARY CONDITIONS GENERAL A. The following Supplementary Conditions modify, change, delete from, or add to the "General Conditions of the Contract for Construction", AIA Document A201 - 2017 Edition. Where an Article, Paragraph, Subparagraph or Clause contained in the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect. ARTICLE 1 – GENERAL PROVISIONS A.Paragraph 1.1 Basic Definitions 1. Add to Subparagraph 1.1.3: .1 Use of the word "furnish" shall mean "to supply and deliver to the Project site, ready for installation;" use of the word "install" shall mean "to place in position for service or use;" and use of the word "provide" shall mean "furnish and install, complete and ready for intended use;" use of the words "as indicated" shall mean "as indicated, shown or noted on the Project Drawings;" use of the words "as specified" shall mean "as specified in the Project Specifications or as specified on the Project Drawings." The term "product" as used in the Contract Documents shall include, but is not limited to, materials, systems and equipment. B.Paragraph 1.2 Correlation and Intent of the Contract Documents 1. Add to Subparagraph 1.2.1: In the case of an inconsistency between Drawings and Specifications or within any Document not clarified by addendum, the better quality or greater quantity of work shall be provided in accordance with the Architect's interpretation without change in the Contract Sum. 2. Add the following subparagraphs: 1.2.4 Wherever a provision of a Section of the Specifications conflicts with any agreements or regulations in force among members of a Trade Association, Union, or Council, which regulates or distinguishes what work shall or shall not be included in the work of any particular trade, the Contractor shall make necessary arrangements to reconcile such conflicts without delay, damage or cost to the Owner and without recourse to the Architect or the Owner. 1.2.5 Standard specifications, rules, codes, instructions, recommendations and references referred to in the Project Specifications shall be the latest edition unless a specific edition is specified. If standard specifications are revised prior to completion of any part of the work to which such revisions would pertain, the Contractor may, if approved by the Architect, perform such work in accordance with the revised specifications. Standard specifications, except as modified in the Project Specifications, shall have full force and effect as though included in the Project Specifications. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 2 215041-001 1.2.6 Sections of Division 1 - General Requirements govern the work of all sections of the Specifications. ARTICLE 2 – OWNER A.Paragraph 2.3 Information and Services Required of the Owner 1. Add to subparagraph 2.3.2: "Architect" as used in the Contract Documents, shall mean: Inspec, Inc. 5801 Duluth Street Minneapolis, MN 55422 Whenever the Architect is referred to herein, it shall be understood to mean the Architect/Engineer and/or their consultants defined herein. ARTICLE 3 – CONTRACTOR A.Paragraph 3.1 General 1. At the end of Subparagraph 3.1.2, add "and shall comply with all applicable laws, codes, ordinances, rules, regulations and industry standards." 2. In the first sentence of Subparagraph 3.1.3, after the word "Documents" add "and all applicable laws, codes, ordinances, rules, regulations, and industry standards," B.Paragraph 3.2 Review of Contract Documents and Field Conditions by Contractor 1. Delete Subparagraph 3.2.2 in its entirety and substitute: 3.2.2 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner, and shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities. The Contractor shall at once report to the Architect and Owner any errors, inconsistencies or omissions discovered. The Contractor shall not be liable to the Owner or Architect for damage resulting from errors, inconsistencies or omissions in the Contract Documents unless the Contractor recognized or should have recognized such error, inconsistency or omission and failed to report it to the Architect. If the Contractor performs any construction activity involving such error, inconsistency or omission in the Contract Documents without notice to the Architect and Owner, the Contractor shall assume responsibility for such performance and shall be liable for the amount of the attributable costs for correction and any other resulting damages." 2. Delete Subparagraph 3.2.3 in its entirety. 3. Delete Subparagraph 3.2.4 in its entirety. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 3 215041-001 4. Add Subparagraph 3.2.5: 3.2.5 The Contractor shall perform the Work in accordance with the Contract Documents, submittals accepted pursuant to Paragraph 3.12, the general design intent reasonably inferable from the Contract Documents, and all applicable laws, codes, ordinances, rules, regulations and industry standards. .1 The Contractor shall review specified construction and installation procedures (including those recommended by manufacturers) prior to implementation and shall advise the Architect in writing (1) if the specified procedures deviate from good construction practice, (2) if following the procedures will affect warranties and (3) of any objections the Contractor may have to the procedures. .2 If the Contractor is uncertain as to the interpretation or design intent of the Contract Documents, the Contractor shall be responsible to request in writing an interpretation from the Architect, in accordance with Subparagraphs 4.2.11 and 4.2.12. C.Paragraph 3.3 Supervision and Construction Procedures 1. At the end of the first sentence of Subparagraph 3.3.1, add "and shall at all times comply with all applicable laws, codes, ordinances, rules, regulations, and industry standards." 2. Add Subparagraph 3.3.4: 3.3.4 The Contractor shall not be relieved of its obligations to perform the Work in accordance with the Contract Documents and all applicable laws, codes, ordinances, rules, regulations and industry standards, either by activities or duties of the Architect in the Architect's administration of the Contract, or by test, inspections or approvals required or performed by persons other than the Contractor, or by any activities or duties of the Owner. D.Paragraph 3.4 Labor and Materials 1. Delete Subparagraph 3.4.2 in its entirety and substitute: 3.4.2 After the Contract has been executed, the Owner and the Architect will consider a formal request for the substitution of products in place of those specified only under the conditions set forth in the General Requirements of the Specifications (Division 1). .1 By making requests for substitutions based on Subparagraph 3.4.2, the Contractor: (a) represents that the Contractor has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified; (b) represents that the Contractor will provide the same warranty for the substitution that the Contractor would for that specified; (c) certifies that the cost data presented is complete and includes all related costs under this Contract but excludes costs under separate contracts, and includes the Architect's redesign costs, and all claims for additional costs related to the substitution which subsequently become apparent; and 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 4 215041-001 (d) will coordinate the installation of the accepted substitute, making such changes as may be required for the Work to be complete in all respects. E.Paragraph 3.5 Warranty 1. In the first sentence of Subparagraph 3.5.1, after the words "Contract Documents" add the words "and all applicable laws, codes, ordinances, rules, regulations, and industry standards." 2. In the last sentence of Subparagraph 3.5.1, add "or Owner," after the word "Architect" 3. Add Paragraph 3.5.3: Manufacturer's product warranty shall not relieve the Contractor of general warranty obligations imposed by applicable laws, codes, ordinances, rules, regulations, industry standards, or otherwise assumed or agreed upon by the Contractor. .1 Where a product is specified by manufacturer or brand name, such specification is used to establish minimum standards of quality required, and the published data, including manufacturer's extended warranties, pertinent to the specified product shall be a requirement of the Contract Documents. F.Paragraph 3.7 Permits, Fees, Notices, and Compliance with Laws 1. In Subparagraph 3.7.2, add "or inspection" after the word "performance." 2. In Subparagraph 3.7.3, add "or should knowing" after the word "knowing," and add "and for damages incurred as a result" after the word "Work" the second time it appears. G.Paragraph 3.8 Allowances 1. Add to the end of clause 3.8.2.2: "except when installation is specified as part of an Allowance in the General Requirements (Division 1 of the Specifications)." H.Paragraph 3.9 Superintendent 1. Delete Subparagraph 3.9.1 in its entirety and substitute: Contractor shall keep on the Work at all times during its progress a competent foreman who shall not be replaced without written notice to Owner and Architect/Engineer except under extraordinary circumstances. Contractor shall also assign a superintendent to the Project who shall have authority to act on behalf of Contractor. The superintendent must be responsive to communications from the Architect/Engineer on a daily basis and all communications given to the superintendent shall be as binding as if given to the Contractor. I.Paragraph 3.13 Use of Site 1. Add to Subparagraph 3.13: The Contractor's materials, tools, supplies, or debris shall not be stored or allowed to accumulate. The Owner assumes no liability or responsibility whatsoever for any damage, destruction, theft, or other acts which may occur to the Contractor's material or equipment as a result of his negligence 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 5 215041-001 J.Paragraph 3.14 Cutting and Patching 1. Add Subparagraph 3.14.3: 3.14.3 Altering or cutting of structural members will not be allowed without written approval of the Architect. K.Paragraph 3.18 Indemnification 1. In the first sentence of Subparagraph 3.18.1, after the words "tangible property" add the words ", including loss of use resulting therefrom" 2. In the first sentence of Subparagraph 3.18.1, delete the words "(other than the Work itself)" 3. Add to the end of Subparagraph 3.18.1: The Contractor's obligations set forth in this Paragraph 3.18 shall include any claim by the Owner against the Contractor, a Subcontractor, or anyone directly or indirectly employed by the Contractor or a Subcontractor, or against anyone for whose acts the Contractor or Subcontractor may be liable. ARTICLE 4 – ARCHITECT A.Paragraph 4.2 Administration of the Contract 1. In Subparagraph 4.2.1, after the word "Documents," add "and the Agreement between the Owner and the Architect." 2. Add to the end of Subparagraph 4.2.4: Direct communications between the Owner and the Contractor that affect the performance of administration of the Work shall be made or confirmed in writing, with copies to the Architect. 3. At the end of the first sentence of Subparagraph 4.2.11, add ", subject to final approval by the Owner." ARTICLE 5 – SUBCONTRACTORS A.Paragraph 5.1 Definitions 1. Add to 5.1.1: Whenever the term "Subcontractor(s)" appears in the Contract Documents, it shall also mean material and equipment suppliers, and shall extend to them the same contractual responsibilities and rights afforded Subcontractors. B.Paragraph 5.2 Award of Subcontracts and Other Contracts for Portions of the Work 1. In the first sentence of Subparagraph 5.2.1, between the words "Contract" and "shall," add "but not later than 15 days from the Contract Date," 2. Add Clauses 5.2.1.1 and 5.2.1.2: .1 If adequate data on a proposed manufacturer or an installer is not available, the Architect may state that action will be deferred until the Contractor provides further data. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 6 215041-001 .2 Failure to object to a manufacturer shall not constitute a waiver of any of the requirements of the Contract Documents, and all products furnished by the listed manufacturer must conform to such requirements. C.Paragraph 5.3 Subcontractual Relations 1. Delete Subparagraph 5.3 in its entirety and substitute: 5.3 By appropriate written agreement, the Contractor shall require each Subcontractor to consent to, and be bound to the Contractor by the terms of the Contract Documents. Each Subcontractor shall be required to assume toward the Contractor all the obligations and responsibilities which the Contractor assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights and limitations on liability of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor. Each subcontract agreement shall provide that the Subcontractor's rights, remedies, and redress shall obtain solely against the Contractor (or the Contractor's bonding company, if any) in the same manner and with the same conditions as the Contractor has rights, remedies and redress against the Owner. The Contractor shall supply copies of each subcontract agreement to the Owner and to the Architect before the Subcontractor is permitted to commence Work. D.Paragraph 5.4 Contingent Assignment of Subcontracts 1. In Subparagraph 5.4.1.1, delete "of the contract by the Owner for cause pursuant to Paragraph 14.2" 2. In Subparagraph 5.4.2, add "due to unreasonable delays attributable to the Owner," after the word "days." ARTICLE 6 – CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS A.Paragraph 6.1 Owner's Right to Perform Construction and to Award Separate Contracts 1. In the first sentence of Subparagraph 6.1.1, delete the words "including those provisions of the Conditions of the Contract related to insurance and waiver of subrogation." B.Paragraph 6.2 Mutual Responsibility 1. In Subparagraph 6.2.4, delete "as provided in Subparagraph 10.2.5" ARTICLE 7 – CHANGES IN THE WORK A.Paragraph 7.1 Changes in the Work 1. Add Subparagraph 7.1.4: 7.1.4. The allowance for the combined overhead and profit included in total cost to the Owner shall be based on the following schedule: .1 Contractors and Subcontractors may add up to 10% overhead and profit on their direct cost and 5% overhead and profit on the direct cost of Subcontractors. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 7 215041-001 .2 The total mark-up for overhead and profit for all tiers involved in a change to the Contract Sum shall not exceed 20%. .3 The percentage for profit and overhead allowed by the Owner may be less than the amounts above, depending on the nature, extent or complexity of the change, where the percentage is not commensurate with the responsibility and administration involved, such as the Contractor merely processing a substantial Change Order to a Subcontractor or the Contractor processing an order for additional equipment. B.Paragraph 7.4 Minor Changes in the Work 1. Add to Paragraph 7.4: The Architect may issue a written order authorizing such minor changes in the Work without the Owner's or Contractor's signature. ARTICLE 8 – TIME A.Paragraph 8.2 Progress and Completion 1. Add Clause 8.2.2.1: If a Contract is awarded, construction at the site may commence upon, but not before, (1) Contractor's receipt of a Notice to Proceed from the Owner, and (2) Owner's receipt of Contractor's insurance certificates and Subcontractors list. B.Paragraph 8.3 Delays and Extension Of Time 1. In the last line of Subparagraph 8.3.1, after the word "Architect" add the words "and the Owner". ARTICLE 9 – PAYMENTS AND COMPLETION A.Paragraph 9.3 Applications for Payment 1. Delete the first sentence of Subparagraph 9.3.3 and substitute the following: The Contractor expressly agrees and warrants that all legal title, ownership rights, and insurable interest for all Work covered by an application for Payment transfers to the Owner no later than the time for payment. 2. Add to Subparagraph 9.3.3: .1 It shall be the duty of the Contractor to comply with the lien laws of the state and furnish papers, when necessary, for the protection of the interests of the Owner. .2 The Contractor shall furnish to the Architect, along with each request for payment (except the first), receipted bills or partial, or final (as the case may be) lien releases covering all material used and subcontracts performed in connection with this Contract through the date of the current billing. .3 Should the Contractor fail to do this, request for payment by the Contractor will not be certified. Before final payment will be made, the Contractor shall furnish final waivers of lien, covering all material used and subcontractors performed in connection with this Contract. Partial and final lien waivers shall be shown in actual amounts. No waivers for $1.00 or such token amounts will be allowed. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 8 215041-001 B.Paragraph 9.6 Progress Payments 1. Add Clause 9.6.2.1: Municipal Prompt Payment Act: In accordance with Minnesota Statute 471.425, each Contract of a municipality/school district must require the Prime Contractor to pay any subcontractor within ten (10) days of the Prime Contractor's receipt of payment from the municipality for undisputed services provided by the subcontractor. The Contract must require the Prime Contractor to pay interest of 1-1/2 percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. For an unpaid balance of less than $100, the Prime Contractor shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from a Prime Contractor must be awarded its costs and disbursements, including attorney's fees, incurred in bringing the action 2. Delete Subparagraph 9.6.7 in its entirety. C.Paragraph 9.7 Failure of Payment 1. In the last sentence of Subparagraph 9.7, delete "plus interest" and add the words "excluding interest". D.Paragraph 9.8 Substantial Completion 1. Delete Subparagraph 9.8.2 and 9.8.3 and replace with the following: 9.8.2 When the Architect/Engineer, after inspection and consultation with the Owner, the Owner's Representative, and the Contract, considers that the Work or a portion thereof which the Owner agrees to accept separately, is Substantially Complete in accordance with the Contract Documents, The Architect/Engineer will prepare a comprehensive list of items to be completed or corrected prior to final payment. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. The Contractor shall proceed promptly to complete and correct items on such list. 9.8.3 When the Architect/Engineer determines, on the basis of its inspection, that the Work or designated portion thereof is Substantially Compete in accordance with the Contract Documents and provided such occupancy or use is authorized by the public authority having jurisdiction over the Project, the Architect/Engineer will prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion, shall establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and may fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. E.Paragraph 9.9 Partial Occupancy or Use 1. At the end of Subparagraph 9.9.3, add "and all applicable laws, codes, ordinances, rules, regulations, and industry standards." 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 9 215041-001 F.Paragraph 9.10 Final Completion and Final Payment 1. In the first sentence of Subparagraph 9.10.1, after the words "Contract Documents" where they appear, add "and all applicable laws, codes, ordinances, rules, regulations, and industry standards," 2. Add to Subparagraph 9.10.1: .1 If the status of completion of the Work requires re-inspection by the Architect prior to issuance of final payment due to failure of the Work to comply with the Contractor's written notice that the Work is ready for final inspection and acceptance, the Owner will deduct the additional Architect's compensation amount for re-inspection services from the final payment to the Contractor. 3. Delete Subparagraph 9.10.2 in its entirety and substitute: 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases ad waivers of liens, claims, security interests or encumbrances arising out of the Contract, to the extend and in such form as may be designated by the Owner. If a subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the owner against such lien. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. .1 Construction Record Drawings: Significant changes incorporated in the Project construction which differ from the original Contract Drawings shall be indicated on reproducible Contract Drawings furnished by the Architect, and/or shop drawings as appropriate. Indicate on each drawing (Contract Drawings and shop drawings used for this purpose) in the space provided at the bottom of each drawing (those furnished by the Architect), the following: CONSTRUCTION CHANGES HAVE BEEN INCORPORATED ON THIS DRAWING Contractor Address Date Project Manager **OR** 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 10 215041-001 CONSTRUCTION CHANGES WERE NOT REQUIRED ON THIS DRAWING Contractor Address Date Project Manager 4. Delete Subparagraph 9.10.4 in its entirety and substitute: The making of final payment shall not constitute a waiver of any of the Owner's claims, legal or equitable rights, remedies, or redress. ARTICLE 10 – PROTECTION OF PERSONS AND PROPERTY A.Paragraph 10.2 Safety of Persons and Property 1. In Subparagraph 10.2.1., delete "The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection" and substitute the words "The Contractor shall exercise the highest degree of care for safety of, and shall exercise the highest degree of care" 2. Add to Clause 10.2.1.3: The Contractor shall send notices, make necessary arrangements and provide services required for the care of gas mains, water pipes, steam pipes, sewer pipes, communication conduits, cables, and other equipment or property, assuming responsibility and paying costs for which the Owner may be liable. The Contractor shall consult the Public Service Companies' records to determine the locations and extent of utilities. Existing services shall be maintained without interruption unless new services are provided. 3. Add to Subparagraph 10.2.1: .4 All of the Owner's existing real and personal property, including but not limited to entire building structures, all contents and Owner's furnishings. 4. Delete Subparagraph 10.2.2 in its entirety and substitute: 10.2.2 The Contractor shall give notices and shall comply in all respects to all Contract Documents, laws, codes, ordinances, rules, regulations, and industry standards bearing in any manner on safety of persons or property or their protection from damage, injury, or loss. The Contractor shall be directly responsible to, and shall reimburse and compensate any person or entity, including the Owner, for any damage, injury, or loss caused by any actions or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them, or anyone for whose acts they may be liable in failing to comply with this Paragraph 10.2. 5. Add to Subparagraph 10.2.4: .1 When use or storage of explosives or other hazardous materials or equipment, or unusual methods are necessary, the Contractor shall give the Owner reasonable advance notice. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 11 215041-001 6. In the first sentence of Subparagraph 10.2.5, delete "(other than damage or loss insured under property insurance required by the Contract Documents)" 7. In the first sentence of Subparagraph 10.2.5, delete the words "Sections 10.2.1.2 and 10.2.1.3" where they appear, and substitute "this Paragraph 10.2" B.Paragraph 10.3 Hazardous Materials and Substances 1. In Subparagraph 10.3.1, after the word "(PCB)" add "or lead-bearing surfaces." ARTICLE 11 – INSURANCE AND BONDS A.Paragraph 11.1 CONTRACTOR'S LIABILITY INSURANCE The insurance shall provide coverage for not less than the following amounts: Worker’s Compensation Insurance Coverage A Statutory Coverage B $500,000 each accident $500,000 disease - policy limit $500,000 disease - each employee Commercial General Liability $1,000,000 General Aggregate $1,000,000 Products/Completed Operations Aggregate $1,000,000 Each Occurrence $1,000,000 Personal Injury Comprehensive Automobile Liability $1,000,000 Combined single limit - bodily injury and property damage All owned-non-owned and hired vehicles Umbrella Excess Liability $1,000,000 Each occurrence $1,000,000 Aggregate Umbrella excess liability shall be a combined single limit, which shall provide excess liability insurance over Commercial General Liability, Comprehensive Automobile Liability, and Employers Liability. The Owner shall be included as an additional insured on the Commercial Liability Comprehensive Automobile Liability, and Umbrella Excess Liability policies. This coverage shall be primary and noncontributory. Certificates of insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work. These certificates and the nsurance policies shall contain a provision that coverage afforded under the policies will not be cancelled or allowed to expire until at least 30 days’ prior written notice has been given to the Owner. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 12 215041-001 If this insurance is written on the Comprehensive General Liability policy form, the Certificates shall be AIA Document G705, Certificate of Insurance. If this insurance is written on a Commercial General Liability policy form, ACORD Form 25S will be acceptable. Additional liability coverage for Owner and Architect/Engineer shall be provided by endorsement as additional insured on Contractor's General Liability Policy. The Contractor shall furnish one copy of each Certificate of Insurance herein required for each copy of the Agreement which shall specifically set forth evidence of coverage required by Subparagraphs 11.1.1, 11.1.2, 11.1.3, and 11.4. The Contractor shall furnish to the Owner copies of endorsements that are subsequently issued amending coverage or limits. B.PROPERTY INSURANCE The Owner, at the Owner’s option, may purchase and maintain such insurance as will insure the Owner against loss of use of the Owner’s property due to fire or other hazards, however caused. The Owner as fiduciary shall have power to adjust and settle a loss with insurers unless one of the parties in interest shall object in writing within five days after occurrence of loss to the Owner’s exercise of this power. B.Performance and Payment Bonds 1. The Contractor shall furnish Performance Bond and Payment Bond covering faithful performance of the Contract and payment of obligations arising thereunder. Bonds may be obtained through the Contractor's usual source and the cost thereof shall be included in the contract sum. The amount of each bond shall be equal to 100 percent of the contract Sum. The bonds shall comply with all applicable laws, rules, regulations, and industry standards. The Bonds are only required to apply to the construction period and the first year of the warranty period. Said bonds shall not apply to any extended warranty period beyond the first year. Such extended warranties are limited to the applicable Contractor and manufacturer. 2. The Contractor shall deliver the required bonds to the Owner not later than 10 days following the date the Agreement is entered into, or if the Work is to be commenced prior thereto in response to a letter of intent, the Contractor shall, prior to the commencement of the Work, submit evidence satisfactory to the Owner that such bonds will be furnished. ARTICLE 12 – UNCOVERING AND CORRECTION OF WORK A.Paragraph 12.1 Uncovering of Work 1. In Subparagraph 12.1.1, add "or the Owner" after the word "Architect" the second time if occurs. 2. In the first sentence of Subparagraph 12.1.2, add "or the Owner" after the word "Architect" the second time it occurs. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 13 215041-001 B.Paragraph 12.2 Correction of Work 12.2.1 Before Substantial Completion 1. After the word "Documents" where it appears, add "and all applicable laws, codes, ordinances, rules, regulations, and industry standards." 12.2.2 After Substantial Completion 1. In Subparagraph 12.2.2.1, after the word "Documents" where it appears, add "and all applicable laws, codes, ordinances, rules, regulations, and industry standards." 2. Delete the last two sentences of Subparagraph 12.2.2.1. 3. Delete Subparagraph 12.2.2.3 in its entirety. ARTICLE 13 – MISCELLANEOUS PROVISIONS A.Paragraph 13.4 Test and Inspections 1. At the end of the second sentence in Subparagraph 13.4.1, add "and shall immediately provide copies of all results, and reports of such tests, inspections, and approvals to both the Owner and the Architect." 2. In the third sentence in Subparagraph 13.4.1, after the word "Architect" add "and the Owner" 3. At the end of Subparagraph 13.4.2, add: "The Contractor shall immediately provide copies of all results, and reports of such tests, inspections, and approvals to both the Owner and the Architect." B.Paragraph 13.5 Interest 1. Delete Paragraph 13.5 in its entirety. C. Add 13.6 Fair Employment Practice The Contractor and every subcontractor shall comply with all applicable provisions, terms and conditions of applicable ordinance pertaining to fair employment practice. The Contractor, in relation to the subject Contract, shall not discriminate against any employee of, or applicant for employment with, the Contractor in the locality of the work, and shall include a similar provision against discrimination in every subcontract germane thereto, requiring employment at the Project. The words “discriminate” and “discrimination” as used herein hereby are defined and declared to mean and include discrimination or segregation on the ground or because of race, sex, religion, creed, color, national origin, sexual orientation, or ancestry. ARTICLE 14 – TERMINATION OR SUSPENSION OF THE CONTRACT A.Paragraph 14.1 Termination by the Contractor 1. In Subparagraph 14.1.3, delete the word "seven" and substitute "fourteen" 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 14 215041-001 2. In Subparagraph 14.1.3, after the word "executed" delete the remainder of the sentence and substitute "provided that such Work conforms with the Contract Documents and all applicable laws, codes, ordinances, rules, regulations, and industry standards." B. Delete 14.4.3 and replace with the following: 14.4.3 In case of termination for the Owner's convenience, the Contractor shall be entitled to receive payment from the Owner on the same basis provided in Subparagraph 14.1.3 as supplemented herein. However, if the Owner has incurred damages or loss as a result of the actions or omissions of the Contractor, Subcontractors, Sub-subcontractors, or anyone directly or indirectly employed by them of for whose acts they may be liable, the Owner shall be entitled to reduce any payments to the Contractor by the amount of any such damages or loss, and shall further be entitled to institute all legal and equitable proceedings against the Contractor to recover any remaining damages or loss resulting from such actions or omissions. ARTICLE 15 – CLAIMS AND DISPUTES A.Paragraph 15.1 Claims 1. Delete Subparagraph 15.1.2 Time Limits on Claims in its entirety and substitute the following: 15.1.2 Claims made by the Contractor must be made within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the Contractor first recognizes the condition giving rise to the Claim, whichever is later. Claims made by the Owner must be made within 60 days after occurrence of the event giving rise to such claim or within 60 days after the Owner first recognizes the conditions giving rise to the Claim, whichever is later. 2. Add Paragraph 15.1.5.3: 15.1.5.3 Injury or Damage to Person or Property. If either party to the contract suffers injury or damage to person or property because of an act or omission of the other party, or of others for whose acts such party is legally responsible, written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time. The notice shall provide sufficient detail to enable the other party to investigate the matter. 3. Delete Subparagraph 15.1.6 in its entirety. B.Paragraph 15.2 Initial Decision 1. At the beginning of the first sentence of Subparagraph 15.2.1, add "At the sole discretion of the Owner," 2. In the first sentence of Subparagraph 15.2.1, delete "shall" and substitute the word "may" 3. At the beginning of the first sentence of Subparagraph 15.2.2, add "At the sole discretion of the Owner," 4. At the end of the last sentence of Subparagraph 15.2.4, add ", subject to final approval by the Owner." 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 15 215041-001 5. At the beginning of the first sentence of Subparagraph 15.2.5, add "At the sole discretion of the Owner," 6. Delete the last sentence of 15.2.5. 7. Delete Subparagraph 15.2.6.1 and replace with the following: Contractor may, if Contractor is not satisfied with the initial decision, within 30 days from the date of an initial decision, demand mediation in writing. If Contractor fails to file such a demand for mediation within the time required, then Contractor waives its rights to mediate or pursue other legal proceedings with respect to the initial decision. 8. Add to Subparagraph 15.2: 15.2.9 The Owner, at its sole discretion, shall be entitled to seek any and all legal and equitable relief it deems appropriate in order to protect its rights, remedies, or redress, including claims for all consequential damages, and shall not be bound by any decision of the initial decision maker unless the Owner expressly agrees in writing to be bound by such decision. This provision shall supersede and take precedence over any other conflicting provision in Paragraph 15.2 or this Agreement. 9. Add to Subparagraph 15.2: 15.2.10 Nothing in this Paragraph 15.2 shall negate, abridge, or reduce the rights of the Owner's insurer(s) or carriers to seek any and all legal and equitable relief they deem appropriate against the Architect, Contractor, Subcontractors, Sub-subcontractors, anyone directly or indirectly employed by them, or anyone for whose acts they may be liable, for any injury, damage, loss or expense, including all consequential damages. C.Paragraph 15.3 Mediation 1. At the beginning of Subparagraph 15.3.1, add "At the sole discretion of the Owner," 2. At the beginning of Subparagraph 15.3.2, add "If agreed upon by the Owner in writing," D.Paragraph 15.4 Arbitration 1. At the beginning of the first sentence of Subparagraph 15.4.1, delete “If the parties have selected arbitration as the method for binding dispute resolution in the Agreement, any Claim subject to, but not resolved by, mediation shall” and replace it with "At the sole discretion of the Owner, any Claim subject to, but not resolved by, mediation may" 2. Add to Subparagraph 15.4.1: The Minnesota Rules of Civil Procedure and Minnesota General Rules of Practice for District Courts currently in effect shall apply to any arbitration and take precedence over any conflicting provision of the Construction Industry Arbitration Rules of the American Arbitration Association or any other rules or provisions agreed upon by the parties. 2021 Window Replacement Vicksburg Crossing City of Plymouth 00 72 00 - 16 215041-001 3. Add to Subparagraph 15.4: 15.4.5 The Owner, at its sole discretion, shall be entitled to seek any and all legal and equitable relief it deems appropriate in order to protect its rights, remedies, or redress, including claims for all consequential damages, and shall not be bound by any decision of the Arbitrator unless the Owner expressly agrees in writing to be bound by such decision. This provision shall supersede and take precedence over any other conflicting provision in Paragraph 15.4 or this Agreement. 15.4.6 Nothing in this Paragraph 15.4 shall negate, abridge, or reduce the rights of the Owner's insurer(s) or carriers to seek any and all legal and equitable relief they deem appropriate against the Architect, Contractor, Subcontractors, Sub-subcontractors, anyone directly or indirectly employed by them, or anyone for whose acts they may be liable, for any injury, damage, loss or expense, including all consequential damages. ARTICLE 16 – RESPONSIBLE CONTRACTOR A. Add Article 16: Responsible Contractor All provisions of Minnesota Statute section 16C.285 are herein incorporated by reference and made applicable to this Contract. Compliance with Section 16C.285 is a condition precedent and subsequently of this Contract, and failure to comply during the term of this Contact with any of the requirements contained in Section 16C.285, including but not limited to continued compliance with subdivision 3 of said section, shall constitute a substantial breach of Contract. END OF DOCUMENT 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 10 00 - 1 215041-001 SECTION 01 10 00 SUMMARY PART 1 - GENERAL 1.1 GENERAL A.Supply all labor, transportation, materials, apparatus and tools necessary for the entire proper completion of this Work; install, maintain and remove all equipment for the proper execution of this Contract; be responsible for the safe, proper and lawful performance of equipment, maintenance and use of the same; and perform in the best manner, and everything properly incidental thereto, as stated in the Contract Documents or reasonably implied therein. 1.2 DEFINITIONS A. The words install, provide, furnish, include, supply, apply, place, or any combination thereof, are intended to be synonymous and to indicate that the material or work specifically mentioned is to be furnished and installed completely by this Contractor and incorporated into the Work, unless specified otherwise. 1.3 DESCRIPTION OF WORK A. Refer to the Scope of Work Notes on the Drawings. 1.4 CONSTRUCTION SCHEDULE A. A pre-construction conference will be held prior to the start of Work. B. It is the intent to start work on or after April 5, 2021. C. Substantial Completion: July 30, 2021. By Substantial Completion, it is intended all work included as part of this Contract be completed except for minor punch-list items. D. The Contractor agrees that said Work shall be prosecuted regularly, diligently, and uninterruptedly at such rate of progress as will ensure full completion thereof within the time stipulated. It is expressly understood and agreed, by and between the Contractor and the Owner, that the time for completion of the Work described herein is a reasonable time for climatic range and usual environmental conditions prevailing in this locality. It is further understood and mutually agreed that the date of beginning, rate of progress, and the time for completion of the Work to be done hereunder are essential conditions of this Contract. Costs caused by delays or by improperly timed activities or defective construction shall be borne by the party responsible therefor. E. Do not start work during threatening weather. F. If adverse weather conditions are the basis for requests for additional time, such requests shall be documented by data substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the scheduled construction. G. Liquidated Damages - The Contractor and the Contractor's surety, if any, shall be liable for and shall pay the Owner Five Hundred Dollars ($500.00) as liquidated damages for each calendar day of delay until the Work is Substantially Complete. 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 10 00 - 2 215041-001 1.5 SITE ACCESS AND AVAILABILITY A. Site will be available to Contractor upon receipt of the Owner's written notice to proceed unless otherwise indicated in these Documents. Care, custody, and control of the site work area, equipment area, and material storage area are vested in Contractor during the term of operations under the Contract. B. Failure to examine the building and the site and to become familiar with the existing conditions shall not constitute cause for complaint or claim for extra payment. Accept Project site as it exists. C. Means of ingress or egress to buildings shall not be blocked for any reason or hamper the normal operation of the building in any way unless permission is first obtained from the Owner. Fire protection and immediate access for fire fighting equipment must be maintained at all times. D. Equipment and material storage areas are limited to those designated. Fencing of ground work area may be required to keep unauthorized personnel out of the area. 1.6 PROHIBITIVE SUBSTANCES A. The Owner's buildings and grounds are a chemical and tobacco free. B. Chemicals are defined as all tobacco products, alcoholic beverages, malt beverages or fortified wine and other intoxicating liquor, any narcotic, hallucinogenic, amphetamine, barbiturate, marijuana, non-prescription inhalants, or other controlled substance, as defined by state and federal law. Abuse of a prescription drugs over-the-counter (OTC) drugs, and facsimile drugs, as well as, possession of drug paraphernalia also constitute violations of this policy. C. “Under the influence” is defined as detectable consumption. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 20 00 - 1 215041-001 SECTION 01 20 00 PRICE AND PAYMENT PROCEDURES PART 1 - GENERAL 1.1 UNIT PRICES A. If the quantities for the following items vary from the amounts indicated on the Drawings, the Contract Sum will be adjusted in accordance with the following unit prices. These unit prices include labor and materials. 1. Damaged exterior sheathing replacement, per square foot 2. Interior gypsum board replacement and painting, per square foot B. Submit substantiated measurements of quantities for all unit price items to building personnel or Architect/Engineer for verification prior to replacement. Documentation will be verified by the Architect/Engineer. 1.2 PAYMENT PROCEDURES A.Prompt payment to subcontractors: In accordance with Minnesota Statute 471.425, each contract of a municipality must require the prime contractor to pay any subcontractor within ten days of the prime contractor's receipt of payment from the municipality for undisputed services provided by the subcontractor. The contract must require the prime contractor to pay interest of 1-1/2 percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. For an unpaid balance of less than $100, the prime contractor shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from a prime contractor must be awarded its costs and disbursements, including attorney's fees, incurred in bringing the action. B. Schedule of Values: Submit to the Architect/Engineer a schedule of values covering labor and materials to serve as a basis for progress payments during construction. C. Certificates for Progress Payments: Provide Architect/Engineer with certificates for progress payments showing a tabulation of the completed work, labor completed, materials used, and materials in approved storage at the site. D. Approval of Payments: 1. The Owner will retain, until final payment, 5 percent of the amount due the Contractor on account of progress payments. However, if the work provided for in the Contract has been 50 percent completed, or more, to the satisfaction of the Owner, the retainage may be reduced to zero percent on payments for the remaining work only. Amount previously retained will continue to be retained until final payment. Reduction in the retainage will not be allowed unless the Contractor is properly and continuously expediting the remaining work to completion. 2. Application for payment shall be made using form included in these documents. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 30 00 - 1 215041-001 SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS PART 1 - GENERAL 1.1 PROJECT MANAGEMENT AND COORDINATION A. Pre-Construction Conference: Prior to starting any work on the Contract, the Architect/Engineer, Owner and/or Owner's representative, and the Contractor will meet at the site to discuss procedures, schedules, review submittals, etc. for the Work. The Contractor's manpower scheduler and foreman, who will be on the Project full-time directing the Work, and the Contractor's sheet metal foreman and other subcontractors' foremen, must attend this meeting. If the Contractor's foremen are not present at this scheduled meeting, the meeting will be canceled and rescheduled at Contractor's expense. 1. Progress Meetings: Progress meetings may be held during the course of the Work. Architect/Engineer, Owner and/or Owner's representative and the Contractor will meet at the site to discuss progress, issues, schedules, etc. B. Coordination with Owner: 1. It is the Owner's intention that the building will be utilized in the usual manner in accordance with the normal schedule; therefore, the Contractor shall schedule his work so as to minimize interference with normal activities and shall coordinate his work with the Owner for areas over interior spaces having critical occupancy requirements. 2. Work shall be conducted between the hours of 7:00 a.m. to 5:00 p.m. Monday through Friday of each week. Work on other than those hours or days specified, including legal holidays, Saturdays and Sundays may be granted provided a request is made at least 48 hours in advance and that Contractor assumes all responsibility for safeguard of Owner's property. 3. Work that might interfere with the use of the facilities by the Owner shall be accomplished at a time pre-approved by the Owner. C. Coordination of Work: 1. The Prime Contractor is responsible for coordinating the work of all subcontractors and for scheduling all work so a watertight condition is maintained and all work required by the Contract Documents is completed as scheduled. 2. Remove or modify existing work to extent necessary to join new work to existing construction and otherwise complete the work. 3. Each daily work area must be complete and watertight at the end of each day's work and before start of any form of precipitation. 1.2 SUBMITTALS A. Submittals Process: 1. Submittals must be submitted to the Architect/Engineer in one single envelope. Items submitted separately will be returned to the Contractor for resubmission. 2. Contractor shall fill out and attach the Submittal Cover Sheet (included herein) to each submittal item, including but not limited to: product data, mix designs, shop drawings, certifications, required lists, reports, color charts, schedules, and samples. 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 30 00 - 2 215041-001 3. Submittals without the Submittal Cover Sheet will not be reviewed and will be returned to the Contractor. 4. Submittal Log: For the Contractor's convenience, a Project-specific Submittal Log is included herein. B. Within Ten (10) Days After Notice of Award: 1. Signed Contract 2. Certificate of Insurance 3. Performance and Payment Bonds 4. List of subcontractors, if any, for review and acceptance by the Architect/Engineer, prior to executing subcontracts. Proposed subcontractors shall be established, reputable firms with a record of satisfactory past performance with the type work to be performed. C. Within Ten (10) Days After Contract Award/Notice to Proceed: 1. Promptly provide the Architect/Engineer with required submittals so that review and approval can be made without any delay in the Work. 2. Provide three (3) copies of each submittal. a. Refer to the subsequent Specification Sections for specific submittals required by each section. b. Product Data: Includes illustrations, standard schedules, diagrams, performance charts, instructions, and brochures that illustrate physical appearance, size, and other characteristics of materials and equipment. Product data submitted should be free of inapplicable information. Strike through or delete information or data that is not applicable to this Project. Do not submit entire catalogs. Clearly mark product selection tables to indicate which product and which options are being provided. If a name change has occurred to a specified product, a letter of explanation should be included with the submittal. c. Shop Drawings: Includes drawings, diagrams, illustrations, and schedules specifically prepared for this Project to illustrate and depict more clearly some portion of the work, reflecting actual project conditions. Shop drawings shall be provided in same general layout or orientation as the Contract Drawings. d. Samples: Completely identify information such as brand name, brief description, source of material, date sampled, location sampled, etc. e. Schedule: Construction schedule indicating anticipated work progress, including pre- construction conference, starting and completion dates, crew size, and estimated average daily progress. f. Permits: Copies of all permits and licenses necessary for the proper execution and completion of this Work. D. During Progress of the Work: Provide updated construction schedule(s) if initial anticipated schedule is revised, along with a request for any change in completion date. E. Closeout Submittals: Refer to Section 01 70 00 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 30 00 - 3 215041-001 PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01 30 01 Submittal Cover Sheet SUBMITTAL COVER SHEET The Contractor shall fill this form out completely and include it with each required submittal (product data, sample, shop drawing) or other items submitted to the Architect/Engineer. Refer to Section 01 30 00 for specific submittal requirements. Project Name:2021 Window Replacement at Vicksburg Crossing Contractor: Project Mgr: Inspec Project No:215041 Phone: Architect/Engineer:Inspec, Inc.Owner:City of Plymouth Contact:Darren Sprute Address:5801 Duluth Street Golden Valley, MN 55422 Phone:763-546-3434 Email: 1.Spec Section ___________ _ Article Paragraph Section Number & Name 2. Date: 3. Submitted Item: 4. Manufacturer: 5. Person Submitting: 6. Architect/Engineer’s Notes: Contractor’s Stamp 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 40 00 - 1 215041-001 SECTION 01 40 00 QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 GENERAL A. In the case of an inconsistency between Drawings and Specifications or within any Document not clarified by addendum, the better quality or greater quantity of work shall be provided in accordance with the Architect's interpretation without change in the Contract Sum. B. All materials, systems, or assemblies shall be installed or applied in accordance with these Specifications and, where not specifically designated otherwise, in accordance with directions of the product manufacturer or recommendations of an association dealing primarily with the materials. 1.2 REGULATORY REQUIREMENTS A. Work shall meet the requirements of all governing codes, ordinances, laws, regulations, safety orders, and directives relating to the Work, including specific requirements of the city and state of jurisdiction. B. Secure and pay for all permits relating to this Work, including governmental fees and licenses necessary for the proper execution and completion of the Work, which are applicable at the time the bids are received. C. Contractor shall be responsible to ensure that the building inspector having jurisdiction over this Project be informed of Contractor's start date for construction, that on-site visits are conducted and coordinated throughout the Project, and that the building permit is posted on-site. D. Work on, adjacent to, or over public land, streets, alleys, or other public facilities, will be approved by the proper authorities. Contractor shall make his own arrangements with such authorities regarding details, timing, materials, methods, protection, and similar items in connection with the Work, including street use, work on streets or blocking of streets. Contractor shall make such repairs, file bonds, conform to directions, and such other requirements that may be necessary. 1.3 QUALITY ASSURANCE A. Manufacturers of all products used shall have source quality control capability to show conformance of products to Specification requirements prior to shipment to the buyer. 1.4 QUALITY CONTROL A. The Owner may retain the services of an independent agency for testing and construction observation. This does not relieve the Contractor of his responsibilities to complete the Project in accordance with the Contract Documents. Cost for construction observation and tests will be paid by the Owner except as noted below for nonconformance, or unless specified otherwise in subsequent specification sections. 1. The Architect/Engineer may request tests of any materials in addition to tests specified. The Contractor shall pay for the test if the test results show the material not in conformance with the Specifications. 2. Repeat tests required because test results show material not in conformance with the Specifications shall be paid for by the Contractor. 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 40 00 - 2 215041-001 B. Notify Architect/Engineer whenever work is to be done in sufficient time to arrange construction observation. C. Test samples of materials and completed work shall be taken in the presence of the Architect/Engineer at the Project site. D. Cooperate by furnishing materials required for testing, access to the work, and space for necessary storage. E. Properly repair openings made in the work required for testing and construction observation to the satisfaction of the Architect/Engineer. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 50 00 - 1 215041-001 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 TEMPORARY UTILITIES A. Coordinate all use with the Owner. At no time shall utilities be wasted. B. The utilities service for the building shall not be interrupted in any way by the Contractor unless agreed upon by the Owner. C. Owner will furnish water and electrical service (110v) required for the Work from available sources located within the building. D. Contractor shall arrange and pay for any special electrical service required. 1.2 SANITARY FACILITIES A. Furnish and maintain adequate temporary outdoor toilet facilities of type and at a location approved by the Owner and allow same to be used by every person engaged in any way on the Project. 1.3 TEMPORARY FENCING A. Where moderate or heavy pedestrian traffic occurs, enclose site with orange snow fencing or 6' high mesh chain link fencing with lockable gates. Anchor steel posts, spaced not more than 10' on-center. In order to avoid cutting or damaging pavement, sidewalks, or waterproof plaza membranes, use portable base posts where appropriate. B. Enclose construction site, within the property line, with 6' high mesh chain link fencing with privacy screen and lockable gates. Use independently supported base posts spaced not more than 10' on-center. If Contractor needs to use spaces outside of the property line, appropriate encroachment permits issued by governing authorities will be required. C. Close and lock gates at times when construction personnel are not present. D. Remove fencing and restore area to original condition before final completion. 1.4 TREE PROTECTION A. No equipment exceeding 2,000 lbs. gross weight (loaded) shall drive within the drip line of existing trees which are scheduled to remain. B. Protect trees and shrubs from damage unless specifically noted to be removed. Place protection before work is started at the site and maintain in good repair until work is completed. Trees which are to remain shall not be used for crane stays, guy anchors, or other fastenings. Do not light fires, store materials, pile debris, or park motorized equipment within the spread of the branches of any tree. Do not place excavated material against shrubs or tree trunks. C. If any tree which is to remain is severely injured or should die because of Contract operations, replace it with the same caliper and species. If a replacement is not available, reimburse the Owner in an amount equal to $300 for each inch of diameter of the lost tree, measured 48" above grade. D. Avoid wounding oak trees during April, May, and June to prevent the spread of oak wilt. Immediately treat wounds to oak tree with approved tree wound dressing. 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 50 00 - 2 215041-001 E. Provide boxing or fencing as follows and as indicated on the Drawings. 1. Install 48" high snow fence around shrubbery, and around the outer perimeter of the branch spread of trees with low hanging branches. Attach fence to fence posts spaced 6 feet on-center. Highway concrete barriers are also acceptable. 2. Notify the Owner's Representative immediately of damage to crowns or root systems. Contractor shall secure qualified arborist to remedy damage. 1.5 COVERED WALKWAYS A. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. B. At locations having work, hoisting, and/or other overhead construction operations, erect protective, covered walkway for passage of individuals through or adjacent to Project site. Coordinate with entrance gates, other facilities, and obstructions. Comply with regulations of authorities having jurisdiction. 1. Construct covered walkways using scaffold or shoring framing. 2. Provide overhead decking, protective enclosure walls, handrails, barricades, warning signs, exit signs, lights, safe and well-drained walkways, and similar provisions for protection and safe passage. 3. Design to protect against potential loads. 4. Maintain walkway for duration of the Work. 1.6 TEMPORARY ENCLOSURES A. Install temporary enclosure for security and protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. B. Where heating is needed and permanent enclosure is not complete, insulate temporary enclosure. 1.7 SPECIAL CONTROLS A. Protect existing lawns, sprinkler systems, rock borders, sidewalks (concrete and concrete pavers), and paved surfaces in areas of the Work, including access and staging areas during the entire construction period. 1. Remove and replace damaged surfaces to match existing prior to completion of the Project, to the satisfaction of the Owner. 2. Repair damaged grass areas with black dirt and seed or sod as directed by the Owner. B. Disturbing or disruptive noise that interferes with the normal building occupancy will not be permitted. Operations creating noise of this type must be scheduled in advance with the Owner. C. Any worker creating a nuisance on the premises shall be removed from the Project by the Contractor at the Owner's request. D. Provide necessary controls to prevent pollution of the air by odors or particulate matter. E. The location and operation of heating equipment shall be such that no hazard is created and objectionable odors do not enter the building. F. Disposal of Materials: 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 50 00 - 3 215041-001 1. All used packaging material shall be disposed of on a daily basis or stored in suitable covered containers and disposed of periodically in a manner approved by local authorities. 2. Load removed building materials directly into trucks, or store in a debris pile at a location designated by the Owner. Contain the debris pile in a manner approved by local authorities. Promptly remove the debris pile upon completion of the Work. 3. Transport and legally dispose of materials off-site. PART 2 - PRODUCTS 2.1 INTERIOR TEMPORARY ENCLOSURE A. Plywood and polyethylene sheet on interior side, framed from floor to ceiling with four 2 x 4 rails and studs on exterior side, spaced not more than 2' apart. Do not fasten interior temporary enclosure to ceiling or floor. 1. Polyethylene Sheet: Reinforced, fire-resistant sheet, 10 mils minimum thickness, with flame-spread rating of 15 or less per ASTM E84. PART 3 - EXECUTION 3.1 TEMPORARY UTILITIES A. Heating: Provide temporary heating required for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. 3.2 SUPPORT FACILITIES INSTALLATION A. Covered Walkway: Erect protective, covered walkway for passage of individuals through or adjacent to Project site. Coordinate with entrance gates, other facilities, and obstructions. Comply with regulations of authorities having jurisdiction and requirements indicated on Drawings. 1. Construct covered walkways using scaffold or shoring framing. 2. Provide overhead decking, protective enclosure walls, handrails, barricades, warning signs, exit signs, lights, safe and well-drained walkways, and similar provisions for protection and safe passage. B. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. 3.3 TEMPORARY ENCLOSURE A. Furnish and install site enclosure fence in a manner that will prevent people and animals from easily entering site except by entrance gates. B. Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at the end of each work day. C. Install temporary enclosure for security and protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 50 00 - 4 215041-001 D. Where heating or cooling is needed and permanent enclosure is not complete, insulate temporary enclosure. END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 60 00 - 1 215041-001 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 BASIC PRODUCT REQUIREMENTS A. All materials and equipment shall be of new and good quality unless specified otherwise. B. No asbestos-containing materials are to be used in this Work. C. Carefully remove existing materials that are to be salvaged for reuse or given to the Owner. Store in a manner and location to prevent damage until utilized. 1.2 PRODUCT SUBSTITUTION PROCEDURES A. Substitutions or acceptance of products will be considered only for non-availability and only under the following conditions: 1. Contractors and subcontractors shall place orders for specified material and equipment promptly upon award of Contract and acceptance of list. No excuse or proposed substitution will be considered for materials and equipment due to unavailability unless proof is submitted that firm orders were placed immediately. 2. Reason for unavailability is beyond control of the Contractor. Unavailability will be construed to be due to prolonged strikes, lockouts, bankruptcy, discontinuance of manufacture of a product, or Acts of God. The Contractor shall take into account changes in material prices and market conditions prior to bidding. 3. Requests for substitutions shall be made in writing within 10 days after date Contractor ascertains he cannot obtain the product. 4. Requests shall be accompanied by a complete description of the product which Contractor wishes to use as a substitute, including all certifying data required. 5. Substitutions need to be acceptable to the Architect/Engineer. 1.3 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Make no deliveries to the Project until ready to install or until approved storage is provided. Where this provision is neglected, and materials are delivered to the Project site prior to the Owner's being able to receive them, such materials shall be properly stored elsewhere at the expense of the Contractor with adequate insurance coverage provided for the off-site storage. B. Deliver materials in original, unopened containers and rolls with labels intact and legible. C. Provide above-grade platform storage for materials, and supports for equipment, that will protect the materials from moisture damage and minimize damage to ground surfaces. Use tarpaulins to provide protection of stored materials. Factory wraps alone are not acceptable. D. Handle all materials in a manner which will not damage material. Store rolled goods on end. E. Store materials, and provide and operate material handling equipment in a manner to prevent damage to existing or new construction, and to prevent overloading the building structural system. F. Immediately report damage to existing construction to the Owner and Architect/Engineer. 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 60 00 - 2 215041-001 PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 70 00 - 1 215041-001 SECTION 01 70 00 EXECUTION REQUIREMENTS PART 1 - GENERAL 1.1 EXAMINATION A. Existing construction may not be as shown on the Drawings and some modification of details may be required to accomplish the intent of the Documents. The details shown and the information provided have been taken from the original drawings for the building, but are not represented, or guaranteed, by the Owner and Architect/Engineer as being accurate as to the actual as-built and present conditions. B. Verify dimensions and construction conditions at the site and perform all work to complete the Project under this Contract, regardless of variations that may be found, without additional cost to the Owner. C. All modifications or adjustments, are to be approved in advance by the Architect/Engineer. 1.2 PREPARATION A. Provide protective material and methods as required to protect existing building and adjacent surfaces, features, and property. The Contractor is responsible for damage, including from water or flying debris, resulting from Work under this Contract. 1. Provide protection in roof-related traffic, staging, and storage areas consisting of 45-mil EPDM, 1" extruded polystyrene insulation, and 3/4" plywood ballasted with sandbags. Remove protection materials upon completion of the Work. B. Protect wall surfaces with tarpaulins or other suitable cover to prevent damage, staining, or discoloration that might result from operations. Windows, doorways, docks, walkways, etc. may require special protection measures. C. Protect the building interior, air intakes, Project site, and adjoining property from objectionable dust and wind-blown or falling debris. D. Take precautions to protect the building grounds from damage due to construction traffic. 1.3 EXECUTION A. Contractor shall be responsible for patching and repairing of existing materials not scheduled for replacement or alteration, which are damaged during any sequence of the removal or new work. Contractor is responsible for water damage to existing insulation and building interior that may result from damage to existing materials, and for subsequent water damage due to inadequate repair work. B. Notify the Owner if any seriously deteriorated structural member is uncovered during removal work prior to placement of new materials. Replacement of deficient structural members, not specifically designated for replacement, will be at the decision and expense of the Owner. C. Existing materials designated to remain which are damaged or defaced as a result of the Work and are unsuitable for the use intended shall be replaced at Contractor's expense to the satisfaction of the Owner. D. Where necessary to remove or alter existing construction, all construction affected shall be properly patched and filled out to match existing or new work. 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 70 00 - 2 215041-001 E. Repairs of existing construction required by the Contract, or necessary because of damage from this Work, shall use products equivalent to and compatible with existing materials, and shall be applied only to clean and dry surfaces. F. Reconnect all mechanical equipment even when the disconnection of the equipment, or any portion thereof, is inadvertent. Verify on a daily basis that all roof-mounted equipment are properly connected in areas of the Work. 1.4 CLEANING A. Return all unaltered site conditions to conditions which existed prior to the start of Work. B. In case of undue delay or dispute, Owner may remove rubbish, materials, and equipment and charge cost to Contractor, with such action permissible by Owner 48 hours after a written notice has been transmitted to Contractor. 1.5 PROTECTION OF EXISTING PROPERTY AND INSTALLED CONSTRUCTION A. Traffic on no-reroofing areas shall be kept to a minimum. Provide adequate protection of the roof membrane if traffic on such roof areas is necessary. B. Exercise reasonable precautions to prevent vandalism and to safeguard the public at the existing building, including on the roof. Do not leave openings unprotected. Carefully stack materials. Control access to the roof at all times so no unauthorized person can get on the roof by use of the Contractor's equipment or materials, day or night. C. Prevent access by the public to materials, tools, or equipment. D. Place used asphalt mops in water and remove from the roof at the end of each day's work. Dispose of or store away from combustible materials. 1.6 CLOSEOUT SUBMITTALS A. The following closeout submittals must be submitted to the Architect/Engineer in one single envelope with the Final Application for Payment. Items submitted separately (not included with the Final Application for Payment) will be returned to the Contractor. Contractor shall be responsible for obtaining and submitting closeouts listed below that are also applicable to subcontractors. 1. Final Application for Payment (AIA G702) 2. Final Project Review (punch list) with all work items marked complete. Include Change Orders and written verification that all mechanical units are properly secured and operational. 3. Certificate of Substantial Completion: A Project-specific completed form will be provided to the Contractor by the Architect/Engineer and is to be signed and returned as part of the Project Close-Out submittals. The date of the Certificate of Substantial Completion shall match the date of all required warranties. 4. Warranties, signed and dated (date shall match the signed Certificate of Substantial Completion). 5. Permits: Submit copies of building permits and plumbing permits (if required). 6. Returned Permits/Keys: Submit either a letter or email stating that all permits, keys, and passes have been returned to the Owner. 2021 Window Replacement Vicksburg Crossing City of Plymouth 01 70 00 - 3 215041-001 7. Systems Training: Submit either a letter or email stating that all necessary systems demonstration training with the Owner has taken place, including the date of said training. This may be included with Items 3 and 4. 8. Operations and Maintenance Manuals if applicable 9. Consent of Surety to Final Payment (AIA G707) 10. Contractor's Affidavit of Payment of Debts and Claims (AIA G706) 11. Contractor's Affidavit of Release of Liens (AIA G706A) 12. Withholding Affidavit for Construction (State Tax Form IC-134) 13. Contractor's Record Drawings (as-builts). All as-built conditions which deviate from the originally issued Contract Documents shall be clearly marked. 14. Specific close-out submittals required by the technical Specification Sections. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 2021 Window Replacement Plymouth Towne Square City of Plymouth 02 41 19 - 1 215041-001 SECTION 02 41 19 DEMOLITION, WASTE MANAGEMENT, AND DISPOSAL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Demolition and disposal of non-hazardous construction waste 2. Salvage of existing items to be reused 3. Recycling non-hazardous demolition materials 1.2 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled. B. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated. C. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. D. Construction Waste: Building materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. E. Demolition Waste: Building and site improvement materials resulting from demolition operations. F. Disposal: Removal off-site of demolition and construction waste or deposit in landfill or incinerator acceptable to authorities having jurisdiction. G. Recycle: Recovery of demolition or construction waste for subsequent sale for reuse. 1.3 RECYCLING REQUIREMENTS A. Salvage and recycle the existing metal window cladding, metal wall panels, and any other recyclable metals. 1.4 SUBMITTALS A. Schedule of Demolition Activities - Indicate the following: 1. Locations of proposed dust and noise-control temporary partitions and means of egress, including for tenants affected by demolition operations. 2. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. 3. Means of protection for items to remain and items in path of waste removal from building. 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. 1.6 PROJECT CONDITIONS A. Owner will occupy portions of building immediately adjacent to demolition area. Conduct demolition so Owner's operations will not be disrupted. 2021 Window Replacement Plymouth Towne Square City of Plymouth 02 41 19 - 2 215041-001 B. Storage or sale of removed items or materials on-site is not permitted. C. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during demolition operations. 1. Maintain fire-protection facilities in service during demolition operations. D. Engage a professional engineer to survey condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during demolition. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION 3.1 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL A. General: Recycle existing aluminum window cladding, metal wall panels and trim, and other construction materials. B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to Contractor. C. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate recyclable waste by type at Project site to the maximum extent practical. 1. Provide appropriately marked containers or bins for controlling recyclable waste until they are removed from Project site. Include list of acceptable and unacceptable materials at each container and bin. 2. Stockpile processed materials on-site without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 3. Stockpile materials away from construction area. Do not store within drip line of remaining trees. 4. Store components off the ground and protect from the weather. 5. Remove recyclable waste off Owner's property and transport to recycling receiver or processor. 3.2 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in an EPA approved landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Remove debris from elevated portions of the building by chute, hoist or other device that will convey debris to grade level in a controlled descent. B. Burning: Do not burn waste materials. C. Disposal: Transport waste materials off Owner's property and legally dispose of them. 2021 Window Replacement Plymouth Towne Square City of Plymouth 02 41 19 - 3 215041-001 3.3 PREPARATION A. Site Access and Temporary Controls: Conduct demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. B. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of demolition as required by Structural Engineer. 3.4 DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Proceed with demolition systematically, from higher to lower level. Complete demolition operations above each floor or tier before disturbing supporting members on the next lower level. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain fire watch and portable fire-suppression devices during flame-cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 8. Locate demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 9. Dispose of demolished items and materials promptly. B. Remove, Store, and Reinstall: 1. Clean items to functional condition adequate for intended reinstallation and reuse. 2. Protect items from damage during transport and storage. 3. Reinstall items in locations indicated. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. 2021 Window Replacement Plymouth Towne Square City of Plymouth 02 41 19 - 4 215041-001 C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during demolition and cleaned and reinstalled in their original locations after demolition operations are complete. 3.5 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas to condition existing before demolition operations began. END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 06 16 00 - 1 215041-001 SECTION 06 16 00 SHEATHING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Exterior gypsum wall sheathing (damaged areas only) PART 2 - PRODUCTS 2.1 WALL SHEATHING A. Gypsum exterior wall sheathing: Glass mat gypsum wall sheathing, ASTM C1177, 5/8" DensGlass Fireguard Sheathing, or approved equal. 2.2 MISCELLANEOUS A. Wall sheathing fasteners: Bugle head, galvanized coarse thread sharp point screws B. Sheathing joint-and-penetration treatment materials PART 3 - EXECUTION 3.1 INSTALLATION A. Fasten sheathing to wood framing at 7" on-center. B. Install no more sheathing than can be covered by the water-resistive barrier by the end of the day and prior to precipitation. END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 25 00 - 1 215041-001 SECTION 07 25 00 WEATHER BARRIER PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Water resistive barrier B. Related Sections: 1. Section 06 10 00 – Sheathing 2. Section 07 46 20 – Engineered Wood Siding 1.2 SUBMITTALS A. Manufacturer's installation instructions PART 2 - PRODUCTS 2.1 WATER-RESISTIVE BARRIERS A. Water-resistive barrier: Water-resistive, vapor permeable, air barrier membrane with integrated tape, Wrap Shield manufactured by VaproShield B. Type acceptable to the lap siding manufacturer for warranty purposes. 2.2 ACCESSORIES A. Flexible flashing: VaproFlashing and VaproLiqui-Flash manufactured by VaproShield B. Window flashing: 3D Window Flashing manufactured by VaproShield with VaproLiqui-Flash manufacturered by VaproShield C. Fasteners: No. 8 corrosion protected bugle head screws through VaproCap washers of length to penetrate 1-1/2" into studs PART 3 - EXECUTION 3.1 INSTALLATION A. Flexible Flashing: Install in conformance with manufacturer's installation instructions. B. Water-resistive barrier: Install in conformance with manufacturer's installation instructions. END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 46 20 - 1 215041-001 SECTION 07 46 20 ENGINEERED WOOD SIDING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Lap siding and accessories B. Related Sections: 1. Section 07 25 00 – Weather Barrier 2. Section 06 16 00 – Sheathing 3. Section 09 91 00 – Painting 1.2 SUBMITTALS A. Product data: Manufacturer's data sheets for all products, including requirements for preparation, storage and handling, installation, and finishing. B. Samples: Selection samples for each product specified, including color chips. 1.3 QUALITY ASSURANCE A. Installer qualifications: Minimum three years experience with installation of similar products. B. Mock-up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship. 1. Finish areas designated by Architect/Engineer. 2. Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect/Engineer. 3. Refinish mock-up area as required to produce acceptable work. 1.4 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Store siding off ground on edge or lay flat on a smooth level surface. Protect edges and corners from chipping. Store sheets under waterproof cover and keep dry prior to installation. C. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction. 1.5 PROJECT CONDITIONS A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1.6 WARRANTY A. Warranties shall be dated no earlier than the date of the Certificate of Substantial Completion created by the Architect/Engineer. B. Manufacturer's warranty: Provide manufacturer's standard product warranty. C. Contractor's warranty: Provide five-year workmanship warranty using the form at the end of this Section. 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 46 20 - 2 215041-001 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Siding, trim, and accessories to be from same manufacturer 1. James Hardie Building Products 2. LP Building Products 2.2 SIDING A. Lap Siding: Cedar wood grain finish with 6" exposure, factory primed 1. HardiePlank HZ10 Lap 2. LP Smartside Precision Series 76 2.3 TRIM A. Cedar wood grain finish, 5/4 boards, width to match existing, of same material and finish as siding. 2.4 FASTENERS A. HardiPlank to wood framing: 0.089 inch (2.2 mm) shank by 0.221 inch (5.6 mm) head, of length to penetrate minimum 1-1/2" into wood framing, hot-dipped galvanized siding nails B. LP Smartside to wood framing: Minimum 8d, 0.113 inch shank by 0.297 inch head of length to penetrate 1-1/2" into wood framing, hot-dipped galvanized siding nails C. Trim to wood framing: Minimum 8d hot-dipped galvanized box 2.5 FINISHES A. Provide factory applied manufacturer's standard primer to all siding, trim, and accessories. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to commencing installation, verify governing dimensions of building and condition of substrate and water resistive barrier. B. If framing preparation is the responsibility of another installer, notify Architect/Engineer of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Examine, clean, and repair as necessary any substrate conditions that would be detrimental to proper installation. Do not begin installation until unacceptable conditions have been corrected. B. Prepare surfaces using methods recommended by the manufacturer for achieving the best result for the substrate. 3.3 SIDING A. Install materials in conformance with manufacturer's blind nailing method installation instructions. B. Apply siding in a manner that prevents moisture intrusion and water buildup. 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 46 20 - 3 215041-001 C. Install a minimum 1/4" thick lath starter strip at the bottom course of the wall. The bottom edge of the first plank overlaps the starter strip. Apply planks horizontally with minimum 1-1/4" overlap. D. Allow minimum vertical clearance between the edge of siding and any other material in strict accordance with the manufacturer's installation instructions. E. Align vertical joints of the planks over framing members and install joint flashing. F. Prime and paint all cut edges. G. Butt joints shall be staggered with previous courses. H. Face nail to every stud. Do not overdrive nails. Nail head should seat firmly to face of siding. Exposed face nails shall be caulked and sealed against moisture intrusion prior to painting. I. Locate splices at least 12" away from window and door openings. 3.4 TRIM A. Install materials in conformance with manufacturer's installation instructions and in a manner that will not allow moisture intrusion or water buildup. B. Fasten through trim into structural framing. Fasteners must penetrate minimum 1-1/2" into wood framing. C. Place fasteners no closer than 3/4" and no further than 2" from side edge of trim board and no closer than 1" from end. Fasten maximum 16" on-center. D. Outside corner board: Attach trim on both sides of corner with 16-gauge corrosion resistant finish nail, 1/2" from edge, spaced 16" apart, weather cut each end spaced minimum 12" apart. E. Prime and paint all cut edges. F. Allow 1/8" gap between trim and siding, and seal gap with caulk. 3.5 PROTECTION A. Protect installed products until completion of Project. B. Touch-up, repair, or replace damaged products prior to Substantial Completion. END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 46 20 - 4 215041-001 CONTRACTOR'S SIDING WARRANTY Owner: Street Address: City State Zip Project Name:Project No. Project Address: Date of Final Acceptance: Siding Installation Contractor: Street Address: City State Zip Phone No. ( ) Fax No. ( ) Email: This warranty stipulates that the above-named Contractor shall, during a period of five (5) years from the date of Substantial Completion of the Work, maintain the lap siding, trim, and accessories and repair all defects which result from faulty workmanship or defective materials, without further cost to the Owner, including replacement of any wet materials caused by such defects. Excluded from this warranty may be any and all damage to said siding, the buildings or their contents caused by acts or omissions of the Owner; fire, lightning, winds of peak gust speeds of 72 mph or higher, hailstorm, or other unusual phenomenon of the elements; or movement or failure of the supporting building structure that causes siding failure. Exclude from this warranty any damages to the building or the contents. Before expiration of the above warranty period, the above-named Contractor shall inspect the siding in the presence of the Owner and make necessary correction of all deficiencies not considered normal. The warranty shall remain in force until necessary repair work has been completed. SIDING INSTALLATION CONTRACTOR Signature Printed Name Title Date 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 62 00 - 1 215041-001 SECTION 07 62 00 SHEET METAL FLASHING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Sheet metal flashing B. Products Furnished But Not Installed Under This Section: 1. Scuppers C. Related Sections: 1. Section 07 92 00 – Joint Sealants 1.2 SUBMITTALS A. Product Data: Color-coated metal B. Literature: Written specific recommendations from the manufacturer of the following items regarding suitability for given purpose, compatibility, heat range, installation requirements, neutralization/removal requirements, etc. 1. Solder 2. Flux C. Test results: If Contractor proposes new cap flashing which deviates from the Project Drawings, proposed substitution must be in accordance with the design intent of the Project and test results must be submitted verifying compliance with IBC 2006 ANSI/SPRI ES-1. D. Samples: Sheet metal manufacturer's standard color chart. E. Warranty: Signed warranty forms (Close-out submittal). 1.3 QUALITY ASSURANCE A. Perimeter edge metal and parapet cap (coping) for low-slope roofs shall comply with IBC 2006 ANSI/SPRI ES-1. B. Factory shall have capability to show conformance with National Coil Coater's Association Technical Bulletins for factory color-coated steel. C. Manufacturer to provide factory applied protection for finished color-coated sheet metal by means of a strippable plastic film. D. Sheet metal items not specifically noted on the Drawings or in the specification shall be in accordance with recommendations of The Architectural Sheet Metal Manual published by Sheet Metal and Air-Conditioning Contractors National Association, Inc. (SMACNA). 1.4 DELIVERY, STORAGE, AND HANDLING A. Store flammable materials in conformance with fire codes and in a manner that will not create a potential fire hazard. B. Exercise care during fabrication and erection to avoid damage to the finished surface. C. Store color-coated sheet metal in manner that will protect it from exposure to the sun up until the time of installation. 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 62 00 - 2 215041-001 D. Store sheet metal components in a manner that will keep them clean and dry until installed. 1.5 PROJECT CONDITIONS A.Protection: 1. Prevent damage to new or existing materials, including protection from damage by ladders and other equipment. Potentially damaging materials such as metal scraps, acid flux, and other debris shall not be permitted to come into contact with the roof surface. 2. Suitable fire extinguishing equipment shall be immediately available at all locations where soldering, welding, or cutting equipment is used. 3. Maintain a fire watch wherever soldering, welding, or cutting is performed. B. Construction Schedule: Install sheet metal as soon as possible after membrane work has been completed. Sheet metal work shall be fully complete by the given completion date. 1.6 WARRANTY A. Warranties shall be dated no earlier than the date of the Certificate of Substantial Completion created by the Architect/Engineer. B. Manufacturer's Warranty: Provide a 20-year written manufacturer's warranty for color-coated sheet metal covering color fade, chalk, and film integrity. C. Contractor's Warranty: Prior to acceptance of work, furnish written five (5) year warranty covering all sheet metal flashings specified herein using the form at the end of this Section. PART 2 - PRODUCTS 2.1 SHEET METAL A. Color-coated steel: Kynar 500 fluoropolymer coating factory applied to 24-gauge galvanized steel, ASTM A653. Touch-up paint for color-coated sheet metal shall be color match as recommended and supplied by the sheet metal manufacturer. 1. Color shall be from manufacturer's standard colors. Verify with Owner at the pre- construction conference. 2. Acceptable materials: a. ColorKlad by Ryerson b. Pac-Clad by Petersen Aluminum Corporation c. Una-Clad by Firestone Metal Products d. Ultra-Clad by Coated Metals Group e. Carlisle Metal Products f. Berridge Manufacturing Company B. Aluminum: ASTM B209, Alloy 3003-H14, mill finish 2.2 FASTENERS A. Fasteners shall be of same material as flashings on which they are used and shall be of type and size as shown on Drawings or specified herein unless noted otherwise. Exposed fasteners through sheet metal shall match new sheet metal color. 1. Zinc or cadmium plated for galvanized steel 2. Stainless steel for aluminum 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 62 00 - 3 215041-001 B. Fasteners exposed to the weather shall have EPDM washers under heads to ensure watertightness. 1. EPDM bonded washers: Fabco Fastening System Weath-R-Seal Bonded Washers C. Sheet metal to wood: 1. Where exposed: No. 8 minimum size steel hex head screw, 1-1/2" long. Minimum 150 lbs. per screw installed withdrawal resistance. 2. Where not exposed: Minimum #14 flat head wood screw. D. Sheet metal to sheet metal: Self-tapping screws of 1/2" length and a minimum #3 diameter. E. Keeper strips to wood: 1. Nails: Ring shank nail, with minimum 3/16" diameter head, and minimum 1-1/4" penetration into wood. 2. Screws: No. 8 minimum size steel pan head screw, minimum 3/4" penetration into wood. Minimum 150 lbs. per screw installed withdrawal resistance. 2.3 MISCELLANEOUS A. Solder: ASTM B32, alloy grade Sn50 (50% tin, 50% lead) or Sn60 (60% tin, 40% lead). Use solder alloy grade which is appropriate for types of flux and heating ranges being used. B. Soldering flux: Use least corrosive flux suitable for specific application. Use materials and methods to neutralize as recommended by the flux manufacturer and American Welding Society (AWS). 1. Fed. Spec. 0-F-506C, Type I, Form A or B C. Dissimilar metals: 1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. 2. Where aluminum will contact concrete, masonry or pressure-treated wood, protect against corrosion by painting contact surfaces with bituminous paint or method recommended by manufacturer. PART 3 - EXECUTION 3.1 REMOVALS A. Removed materials need not be salvaged unless specifically required for reuse. B. Where existing sheet metal is to be reused, extra precautions shall be taken to prevent damage to metal during reinstallation. 3.2 PREPARATION A. Verify that surfaces to receive sheet metal are smooth, clean, and have no free water present in any form. B. Verify that nailers to receive sheet metal are properly placed. C. Verify shapes and dimension of surface to be covered before fabrication of sheet metal. 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 62 00 - 4 215041-001 3.3 FABRICATION AND INSTALLATION A. Sheet metal installation shall as a minimum, be in accordance with recommendations of Factory Mutual Loss Prevention Data Sheet 1-49, Perimeter Flashing. B. Shop fabricate all items requiring soldering or welding unless noted otherwise. C. Re-coat soldered joints of color-coated sheet metal with material and in manner specified by manufacturer. D. Sheet metal work shall be of material and gauge specified, and shaped to be installed in strict conformance with details on Drawings. E. Plane surfaces shall be free from waves or buckles. F. Turn back exposed metal edges into hemmed edge. G. Screw fasteners shall be turned into place rather than driven. 3.4 SOLDERING A. Clean surfaces to be soldered, removing oils and foreign matter. B. Pre-tin edges of sheet metal before soldering is begun. C. Apply flux and begin soldering immediately. D. Soldering shall be done slowly with well-heated soldering irons until the seams are thoroughly heated and the solder has been completely sweated through the full width of the seams. E. Remove acid flux residue as recommended by the manufacturer. As a minimum, use a solution of washing soda in water. 3.5 CAP FLASHING, COUNTERFLASHING, WALL PANELS, AND KEEPER STRIPS A. Space cap flashing sections so cover plate locations will be balanced between corners of roof edge. B. Align cover plates for cap flashing and fascia flashing along roof edges. C. Lap intersecting counterflashings, except fascia counterflashings, minimum 3", and securely fasten. D. Screw fasten cap flashing on roof edges at 18" on-center. Screw fasten cap flashings (non-roof edge related) and counterflashing to wood blocking with screws through EPDM washers at 30" on-center. E. For perimeter edge metal with 12" maximum width, fasten outer edge of cap flashing with continuous keeper strip fastened to blocking at 6" on-center. Do not field crimp cap flashing to keeper strip. When cap/fascia flashing is present, allow additional break in keeper strip to maintain plumb installation of cap/fascia flashing. F. Hem top edge of fascia flashing and nail through slotted holes at 30" on-center. G. Provide butyl tape on back side of sheet metal flashings at fasteners penetrating the membrane. 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 62 00 - 5 215041-001 3.6 FIELD QUALITY CONTROL A. Alignment and elevation of installed sheet metal will be checked by Contractor and may be checked by Architect/Engineer. B. Withdrawal tests of installed fasteners may be required if attachment is in question. C. Testing Services Criteria: 1. The Owner, Architect/Engineer, and/or Owner's Representative reserve the right to have tests made when deemed necessary. 2. Tests not specified as part of a trade section will be paid for by the Owner unless such tests reveal a failure of the Work to meet requirements of the Contract Documents. 3. Tests revealing a failure in the Work shall be paid for by the Contractor. 4. Tests shall be made in accordance with recognized standards by a competent, independent testing laboratory selected by the Owner, the Architect/Engineer, and/or the Owner's Representative. 5. Materials found defective or not in conformance with the Contract Documents shall be promptly replaced or repaired at the expense of the Contractor. 6. Samples required for testing shall be furnished by the Contractor and selected as directed by the Architect/Engineer and/or Owner's Representative 7. The Contractor shall repair openings required for testing to the satisfaction of the construction observer. 3.7 CLEANING A. Clean surfaces of flux, scraps, dirt, and other blemishes immediately. Potentially damaging materials shall not contact the roof surface. B. Remove strippable plastic film from color-coated sheet metal immediately after installation. END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 62 00 - 6 215041-001 SHEET METAL WARRANTY Owner: Street Address: City State Zip Project Name:Project No. Project Address: Date of Final Acceptance: Sheet Metal Installation Contractor: Street Address: City State Zip Phone No. ( ) Fax No. ( ) Email: This warranty stipulates that the above-named Contractor shall, during a period of five (5) years from the date of Substantial Completion of the Work, maintain the sheet metal flashing systems and repair all defects which result from faulty workmanship or defective materials, without further cost to the Owner, including replacement of any wet insulation caused by such defects. Excluded from this warranty may be any and all damage to said roof, the buildings or their contents caused by acts or omissions of the Owner; fire, lightning, winds of peak gust speeds of 72 mph or higher, hailstorm, or other unusual phenomenon of the elements; movement or failure of the supporting building structure that causes flashing failure; or vapor condensation beneath the roof. Exclude from this warranty any damages to the building or the contents. Before expiration of the above warranty period, the above-named Contractor shall inspect the sheet metal in the presence of the Owner and make necessary correction of all deficiencies not considered normal. The warranty shall remain in force until necessary repair work has been completed. SHEET METAL INSTALLATION CONTRACTOR Signature Printed Name Title Date 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 92 00 - 1 215041-001 SECTION 07 92 00 JOINT SEALANT PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Primer 2. Backer rod 3. Sealants B. Related Sections: 1. Section 07 46 20 – Engineered Wood Siding 2. Section 07 62 00 – Sheet Metal Flashing 3. Section 08 54 13 – Fiberglass Windows 1.2 SUBMITTALS A. Product Data: 1. Sealant, each type 2. Primer 3. Backer rod B. Sample: Sealant color chart for Owner approval C. Warranty 1.3 PROJECT CONDITIONS A. Removal and new work shall only be accomplished in dry weather with no precipitation expected during the work period. B. Protect areas of removed sealant from moisture penetration at the completion of each day's work. C. Do not apply materials when ambient temperature is below 40F or above 100F. 1.4 WARRANTY A. Submit manufacturer's standard warranty covering installed sealants and accessories against failure to achieve airtight or watertight seal or loss of adhesion, cohesion, or color stability. PART 2 - PRODUCTS 2.1 GENERAL A. Provide written approval for sealants used in conjunction with aluminum window system and statement of compatibility. B. Provide sealant tests for compatibility and staining of surrounding construction. 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 92 00 - 2 215041-001 2.2 SILICONE SEALANT - FOR USE AT WINDOW PERIMETERS A. Single Component Silicone: ASTM C920, color selected and approved by Owner 1. Dow Corning 795 2. GE Silpruf NB SCS 9000 3. Tremco Spectrem 2 B. Provide written approval for sealants used in conjunction with aluminum window system and statement of compatibility from the sealant manufacturer. C. Provide sealant tests for compatibility and staining of surrounding construction. D. Weatherstripping: Preformed, heat cured, low modulus silicone rubber strip, 1/16" thick, color selected and approved by Owner 1. Dow 123 2. GE UltraSpan US1100 2.3 POLYURETHANE SEALANT - FOR USE AT SIDING AND ALL OTHER (NON-WINDOW) APPLICATIONS A. ASTM C920, Type S or M, Class 25, color selected and approved by Owner. 1. Acceptable Grade NS non-sag products: a. Pecora Dynatred b. Sika Sikaflex-2c NS c. Tremco DyMonic 2. Acceptable Grade P self-leveling products: a. Pecora NR-200 Urexpan b. Sika Sikaflex-2c SL c. Tremco THC-900 2.4 BACKER ROD A. Backer rod: Round closed cell foam rod compatible with sealant; oversized 25 to 50 percent larger than joint width; recommended by sealant manufacturer to suit application. 2.5 MISCELLANEOUS A. Primer: Non-staining, quick-drying type and consistency recommended by the sealant manufacturer. B. Bond breaker tape: As recommended by sealant manufacturer. PART 3 - EXECUTION 3.1 REMOVAL OF EXISTING A. Remove existing sealant and backer rod in area of new work. B. Remove or modify existing work to extent necessary to join new work to existing construction and otherwise complete the Work. C. Removal of existing material and installation of new sealant in area removed shall be completed and watertight at the end of each day's work and before start of any form of precipitation. 2021 Window Replacement Vicksburg Crossing City of Plymouth 07 92 00 - 3 215041-001 3.2 PREPARATION OF SURFACES A. Surfaces to receive new material shall be free of all dirt, debris, loose materials and free moisture in any form. Masonry surfaces to receive new materials shall have existing materials cleaned off as necessary to expose a clean surface. B. Verify that surfaces to receive new materials have no defects or errors which would result in poor application or cause latent defects in workmanship. C. Mask surfaces as necessary to provide a neat, clean, acceptable application. 3.3 PRIMER A. Apply to substrate surfaces in accordance with sealant manufacturer's directions. Do not apply to exposed finish surfaces. 3.4 BACKER ROD A. Install in joints using a blunt instrument to avoid puncturing. Do not twist the backer rod while installing. Install so that joint depth is 50% of joint width, minimum 1/4" deep. Install dry and free of tears or holes. 3.5 BOND BREAKER TAPE A. Install in accordance with manufacturer's instructions. 3.6 SEALANT A. Apply in joints using a pressure gun with nozzle cut to fit joint width. Ensure sealant is deposited in a uniform, continuous bead without gaps, wrinkles or air pockets. B. Tool joints to match the configuration indicated on the Drawings. C. Do not paint over sealant. 3.7 PROTECTION AND CLEANING A. Protect areas adjacent to joints from sealant smears. B. Remove excess materials adjacent to joints by means recommended by the material manufacturer, or mask to prevent evidence of spillage or damage to adjacent surfaces. C. Leave finished work in a neat, clean condition with no evidence of spillovers onto adjacent surfaces. END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 08 54 13 - 1 215041-001 SECTION 08 54 13 FIBERGLASS WINDOWS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Single hung and casement windows complete with hardware, glazing, weather strip, insect screen, grilles-between-the-glass, and standard or specified anchors, trim, and attachments. B. Related Sections: 1. Section 02 41 19 – Selective Demolition 2. Section 07 92 00 – Joint Sealant 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM C1036 Standard Specification for Flat Glass 2. ASTM E283 Standard Test Method for Rate of Air Leakage through Exterior Windows, Curtain Walls, and Doors 3. ASTM E330 Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference 4. ASTM E547 Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Cyclic Static Air Pressure Differential 5. ASTM E774 Specification for Sealed Insulated Glass Units B. American Architectural Manufacturers Association / Window and Door Manufactures Association (AAMA / WDMA): 101 / I.S.2 / NAFS-02: Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors C. Window and Door Manufacturers Association (WDMA): 101 / I.S.2 / NAFS-02 WDMA Hallmark Certification Program D. Sealed Insulating Glass Manufacturers Association Canada/ Insulating Glass Certification Council (IGMAC / IGCC) E. American Architectural Manufacturers Association (AAMA): AAMA 613-98 Voluntary Performance Requirements and Test Procedures for Organic Coatings on Plastic Profiles F. National Fenestration Rating Council (NFRC): 100-97: Procedure for Determining Fenestration Product Thermal Properties 1.3 SYSTEM DESCRIPTION A. Design and Performance Requirements: 1. Window units shall be designed to comply with AAMA / WDMA 101 / I.S.2 / NAFS-02. a. Single Hung: LC-50 b. Casement: LC-50 2. Air leakage shall not exceed the following when tested at residential performance criteria of 1.57 psf according to ASTM E 283: 0.10 cfm per square foot of frame. 2021 Window Replacement Vicksburg Crossing City of Plymouth 08 54 13 - 2 215041-001 3. No water penetration shall occur when units are tested at the following pressure according to ASTM E 547: 7.5 psf. 4. Window assembly shall withstand the following positive or negative uniform static air pressure difference without damage when tested according to ASTM E 330: 50 psf. 1.4 SUBMITTALS A. Product data: Include manufacturer's specifications, technical product data, performance values, and standard details. B. Shop Drawings Prepared by the Window Manufacturer: 1. Indicate layout and location of each window type, component dimensions, and field verified pre-determined opening sizes. 2. Elevations of each unit, drawn at 1/2" = 1'-0" scale. Indicate frame joinery. 3. Full size section details of very composite member 4. Anchorage fastener type and location. 5. Glass and glazing. Indicate thickness; fastening and anchoring methods; detail and location of joints, and gaskets, including joints necessary to accommodate thermal movement. One final, complete, shop drawing set shall be provided to each the Architect/Engineer and Owner prior to the initial installation conference. The final shop drawing set shall incorporate all review comments and notations on previous shop drawing submittals. 6. Sealants 7. Accessories and metal flashings C. Samples: 1. Components: Submit samples of anchors, fasteners, hardware, assembled corner sections and other materials and components as requested by Architect/Engineer. 2. Finish: Submit minimum 3" x 5" color samples for Architect/Engineer and Owner's approval. D. Quality Control Submittals: 1. Submit manufacture’s certifications indicating compliance with specified performance and design requirements. 2. Submit certified independent laboratory test reports verifying compliance with all test requirements of System Performance Requirements. E. Attic Stock: Furnish in your bid one screen of each size for Owner’s attic stock. 1.5 QUALITY ASSURANCE A. Regulatory requirements - Emergency egress or rescue: Comply with requirements for sleeping units of 2006 IBC with State of Minnesota amendments. B. Installer qualifications: Upon request, the window manufacturer will provide written confirmation that the installer is authorized to install window products to be used on this Project. Minimum experience of five years specializing in proper installation of specified window assembly. 2021 Window Replacement Vicksburg Crossing City of Plymouth 08 54 13 - 3 215041-001 1.6 DELIVERY A. Packing, shipping, handling and unloading: Materials will be packed, loaded, shipped, unloaded, stored and protected in accordance with AAMA CW-10. 1.7 STORAGE AND HANDLING A. Store window units in an upright position in a clean and dry storage area above ground and protect from weather. 1.8 WARRANTY A. Warranties shall be dated no earlier than the date of the Certificate of Substantial Completion created by the Architect/Engineer. B. Windows shall be warranted to be free from defects in manufacturing, materials, and workmanship for a period of ten (10) years from purchase date. C. Insulating glass shall be warranted against visible obstruction thru the glass caused by a failure of the insulating glass air seal for a period of twenty (20) years from the date of original purchase. PART 2 - PRODUCTS 2.1 MANUFACTURED UNITS A. Infinity Replacement Windows from Marvin Windows, Ultrex Infinity B. Impervia Replacement Windows from Pella Windows, Fiberglass Impervia C. Or approved equal 2.2 MATERIALS A. Frame: Fiberglass reinforced pultrusion. Exterior and interior 0.075" thick. Frame thickness of 1- 5/16". Frame depth of 2-1/4". B. Sash: Fiberglass reinforced pultrusion. Exterior and interior 0.075" thick. Composite sash thickness of 1-3/8" for operating units. C. Glazing: Select quality complying with ASTM C 1036. Insulating glass IGCC certified to performance level. CBA when tested in accordance with ASTM E 774. 1. Glazing method: Insulating glass 2. Glass type: LoĒ3 - 366 with Argon gas 3. Glazing seal: Silicone bedding on interior; silicone bedding on exterior. D. Finish: 1. Exterior: Fiberglass reinforced pultrusion with co-extruded Acrylic finish. Color: White. 2. Interior: Fiberglass reinforced pultrusion with co-extruded Acrylic finish. Color: White. E. Single-Hung Hardware: 1. Lock: Cam lock and stainless steel keeper system with single point actuator. 2. Lock finish: Baked enamel, White 2021 Window Replacement Vicksburg Crossing City of Plymouth 08 54 13 - 4 215041-001 F. Casement Hardware: 1. Operator: a. Steel worm-gear operator with hardened gears b. Operator base: Zinc die cast with painted finish c. Operator linkage, hinge slide, and hinge arms: 300 series stainless steel d. Exposed fasteners: Stainless steel e. External hardware salt spray exposure, ASTM B 117: Exceed 1,000 hours 2. Crank Handle Finish: a. Integrated folding crank: Baked enamel, White 3. Locking System: SureLock System a. Single-handle locking system b. Operate positive-acting arms that reach out and pull sash into locked position 4. Casement windows: One installed on sash 27.5 inches and smaller in frame height, 2 unison operating locks installed on sash over 27.5 inches in frame height 5. Lock handle finish: Baked enamel, White G. Weather Strip: 1. Frame: Unit features and extruded foam bulb/leaf weather strip that runs continuously around the perimeter of the frame, sealing against the interior face of the sash. Color: Beige 2. Sash: The sash weather strip is an extruded thermoplastic bulb that is placed against the sides, top and bottom of the sash; sealing against the inner perimeter of the frame. Color: Beige H. Insect Screens: Factory installed (removable) full screen. 1. Screen cloth 18 by 16 mesh: Charcoal fiberglass 2. Frame color: Stone White 2.3 ACCESSORIES AND TRIM A. Installation Accessories: 1. Operator unit package of installation hardware consisting of: a. Six #8 x 3" Torx truss head installation screws b. Six jamb hole plugs 2. Picture unit package of installation hardware consisting of: a. Twelve #8 x 3" Torx truss head installation screws b. Twelve jamb hole plugs 3. Sill installation filler: 108" length 4. Interior frame, installation, and mulling accessories: a. Interior frame cover b. Jamb extension adaptor c. 5/8" sheet rock receiver d. Jamb extension material e. Nailing fin f. Nailing fin drip cap g. Nailing fin corner gaskets h. Exterior mull cover 2021 Window Replacement Vicksburg Crossing City of Plymouth 08 54 13 - 5 215041-001 i. Mulling pin j. Interior mull clip k. Interior mull clip cover l. Mulling bracket m. Mull tape - one-sided B. Flashing Accessories 1. Aluminum Flashing: a. Profile: 24-Gauge b. Finish: Color-coated steel c. Color: White 2. Self-adhering detail membrane: Perm-a-Barrier aluminum flashing, self-adhesive, rubberized detail membrane, manufactured by GCP Applied Technologies. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification of conditions: Before installation, verify openings are plumb, square, and of proper dimension as required. Report frame defects or unsuitable conditions to the General Contractor before proceeding. B. Acceptance of conditions: Beginning of installation confirms acceptance of existing conditions. 3.2 INSTALLATION A. Assemble and install window unit according to manufacturer’s instructions and reviewed shop drawings. B. Install sealant and related backing materials at perimeter of unit or assembly in accordance with Section 07 92 00 Joint Sealant. Do not use expansive foam sealant. C. Install accessory items as required. 3.3 FIELD QUALITY CONTROL A. The Contractor shall provide written notice to appropriate firms and laboratories that window installation is complete and ready for field quality control testing. Provide minimum ten working days' notice for both initial and rescheduled testing. B. Owner will engage an independent, AAMA certified testing laboratory to field test completed window installation for compliance with specified performance criteria for air infiltration and water resistance. Testing for the completed curtain wall installation will be AAMA and ASTM test standards and per additional requirements, definitions, and criteria listed in the field quality control testing below. If curtain wall assembly exceeds constructability limits for a Method B test chamber, the Owner retains option to utilize AAMA 501 field test standards as tabulated and defined below. Testing shall occur prior to interior finish work , including interior perimeter sealant joint, to allow visual access to areas being tested to check for water penetration. The Contractor shall assist with testing procedures and otherwise cooperate with testing agency, including providing all scaffolding, lifts, enclosures, temporary heating, and other equipment and utilities to facilitate testing. Owner retains the option to waive portions of testing specified. The Owner will randomly select curtain wall to be tested. 2021 Window Replacement Vicksburg Crossing City of Plymouth 08 54 13 - 6 215041-001 3.4 ADJUSTING A. Adjust movable units to operate smoothly and to be weathertight when closed. Lubricate hardware to provide properly working condition. 3.5 CLEANING A. Cleaning of interiors and exteriors of new windows shall occur at time of installation. B. Remove visible labels and adhesive residue from glass according to manufacturer’s instructions. C. Leave windows and glass in a clean condition. 3.6 PROTECTING INSTALLED CONSTRUCTION A. Protect windows from damage by chemicals, solvents, paint, or other construction operations that may cause damage. END OF SECTION 2021 Window Replacement Vicksburg Crossing City of Plymouth 09 91 00 - 1 215041-001 SECTION 09 91 00 PAINTING PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Surface preparation, priming, and painting of interior gypsum 2. Interior stain and sealer for windows and wood trim 3. Coating for lap siding B. Related Sections: 1. Section 07 46 20 – Engineered Wood Siding 2. Section 08 54 13 – Fiberglass Windows 1.2 REFERENCES A. Code of Federal Regulations (CFR); 29 CFR 1910.1000, Air Contaminants B. Commercial Item Descriptions (CID); CID A-A-2904, Thinner, Paint, Mineral Spirits, Regular and Odorless C. Steel Structures Painting Council (SSPC) 1. SSPC PA3, Safety in Paint Application 2. SSPC SP1, Solvent Cleaning 1.3 SUBMITTALS A. Product Data: 1. Stain sealer 2. Primer, include manufacturer's application instructions and material safety data sheets (SDS) 3. Paint, include manufacturer's application instructions and material safety data sheets (SDS) B. Sample: Submit color draw down samples of paint 1.4 DELIVERY, STORAGE, AND HANDLING A. Paints shall be in sealed containers with legible manufacturer's identifying information. B. Store in accordance with manufacturer's written directions, and as a minimum, stored off the ground, under cover, with sufficient ventilation to prevent the buildup of flammable vapors, and at temperatures between 40 F to 95 F. C. Safety Methods: Apply coating materials using safety methods and equipment in accordance with the following: 1. SSPC PA3 2. 29 CFR 1910.1000 3. Manufacturer's material safety data sheets (MSDS) 4. To protect personnel from overexposure to toxic materials, conform to the guidance of the chemical manufacturer when using mineral spirits or other chemicals. Use recommended protective clothing and equipment to avoid exposure of skin, eyes, and respiratory system. 2021 Window Replacement Vicksburg Crossing City of Plymouth 09 91 00 - 2 215041-001 Conduct work in manner to minimize exposure of building occupants and the general public. 1.5 PROJECT CONDITIONS A. Apply materials only in dry weather with no precipitation expected during the work period. B. For exterior coatings, do not apply materials when surface temperatures are less than 5 F above the dew point; or below 40 F for oil-based paints; below 50 F for latex paints; or above 95 F. C. For interior coatings, apply materials when surface temperatures are between 65 - 95 F during application of enamels and varnishes; and between 50 - 95 F for other coatings. PART 2 - PRODUCTS 2.1 PRIMER A. Lap siding primer: Non-staining, quick-drying type and consistency recommended by the siding manufacturer, compatible with existing paint or primer. B. Interior gypsum wall primer: Non-staining, low VOC, low odor, quick-drying type and consistency recommended by the paint manufacturer, compatible with existing paint or primer. 2.2 PAINT A. Latex and Alkyd Paints: Furnish complying products by one of the following manufacturers: 1. Devoe and Reynolds 2. Glidden Professional 3. Benjamin Moore 4. PPG Industries, Pittsburgh Paints 5. Pratt and Lambert 6. Sherwin-Williams B. Interior latex: Low odor, low VOC, mildew resistant, scrubable, semi-gloss latex, compatible with existing paint and primer. Furnish complying products by one of the following manufacturers: 1. Devoe and Reynolds Co. 2. The Glidden Company 3. Benjamin Moore 4. PPG Industries, Pittsburgh Paints 5. Pratt and Lambert 6. The Sherwin-Williams Company 7. ICI Paints, Inc. C. Siding: Paint compatible with siding manufacturer's factory applied primer, as recommended by the siding manufacturer (100% acrylic top coat for James Hardie). Color to match existing siding and metal colors, confirm with the Owner. D. Stains and sealers: Provide one coat wood stain, one coat sealer, and two coats clear satin finish. Color to match existing. Acceptable manufacturers: 1. ICI Paints a. Devoe and Reynolds 2021 Window Replacement Vicksburg Crossing City of Plymouth 09 91 00 - 3 215041-001 b. Fuller O'Brien c. Glidden 2. Sherwin Williams a. Benjamin Moore b. Martin-Senour c. Pratt & Lambert 3. Diamond Vogel 4. PPG Industries, Pittsburgh Paints 5. Samuel Cabot 6. Olympic Stain 2.3 MISCELLANEOUS A. Wood filler: Putty material as recommended by the paint manufacturer. B. Polyethylene film and waterproof masking tape C. Putty for wood sash: Conform to FS TT-P-00791 PART 3 - EXECUTION 3.1 PROTECTION OF AREAS AND SPACES A. Prior to surface preparation and painting applications, remove, mask or otherwise protect items that are not to be painted such as windows and walls. Restore surfaces contaminated by painting materials to original condition and repair damaged items. 3.2 APPLICATION A. Priming: Apply primer as recommended by the paint and siding manufacturers. B. Painting: 1. Apply two coats of paint. Allow time between coats as recommended by the paint manufacturer, to permit thorough drying. 2. Apply in accordance with SSPC PA 1. Thoroughly work coating materials into joints, crevices, and open spaces. Touch up damaged coatings before applying subsequent coats. Interior areas shall be broom clean and dust free before and during the application of coating materials. 3. Drying time: Allow time between coats, as recommended by the manufacturer, to permit thorough drying, but not to present topcoat adhesion problems. Provide each coat in specified condition to receive next coat. 4. Primers and intermediate coats: Do not allow primers or intermediate coats to dry more than 30 days, or longer than recommended by the manufacturer, before applying subsequent coats. Follow manufacturer's recommendations for surface preparation if primers or intermediate coats are allowed to dry longer than recommended by manufacturer's of subsequent coatings. Each coat shall cover surface of preceding coat or surface completely, and there shall be a visually perceptible difference in shades of successive coats. 5. Finished surfaces: Provide finished surfaces free from runs, drops, ridges, waves, laps, brush marks, and variations in colors. 2021 Window Replacement Vicksburg Crossing City of Plymouth 09 91 00 - 4 215041-001 C. Stain and Sealer: 1. Provide one coat wood stain, one coat sealer, and two coats clear satin finish. 2. Follow stain manufacturers written recommendations for application to match existing construction. D. Lap Siding and Trim: 1. Apply two coats of paint following paint and siding manufacturer's recommendations. Color to match existing color pattern for existing siding and metal panels. E. Equipment: Apply with approved brushes, rollers or spray equipment, unless specified otherwise. Spray areas made inaccessible to brushing by items such as ducts and other equipment. F. Thinning of Paints: Reduce paints to proper consistency by adding fresh paint, except when thinning is mandatory for the type of paint being used. Obtain written permission from the Architect/Engineer to use thinners. The written permission shall include quantities and types of thinners to use. 3.3 PROTECTION AND CLEANING A. Protect areas adjacent to surfaces being painted. B. Remove excess materials adjacent to painted surfaces by means recommended by the paint manufacturer. C. Leave finished work in a neat, clean condition with no evidence of spillovers onto adjacent surfaces. END OF SECTION 1 1 A1 1 A1 1 A1 2020 WINDOW REPLACEMENT VICKSBURG CROSSING CITY OF PLYMOUTH PLYMOUTH, MINNESOTA PARTICIPANTS INDEX TO DRAWINGS SUMMARY OF WORK GENERAL PROJECT NOTES OWNER:ARCHITECT: MATERIALS LEGEND Block Concrete Topsoil / Planting soil Existing construction Extruded polystyrene insulationBrick Backfill Drainage aggregate Mortar Filter fabric Polyethylene slip sheet A1. TITLE SHEET A2. FIRST AND SECOND FLOOR PLANS A3. THIRD AND FOURTH FLOOR PLANS A4. EXTERIOR ELEVATIONS A5. WINDOW TYPES A6. DETAILS 1. VERIFY MEASUREMENTS AND CONDITIONS ON THE PROJECT. 2. REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN ON DRAWINGS. 3. EXISTING AND NEW MATERIALS COMMON TO SEVERAL DETAILS MAY BE NOTED ON ONLY ONE. 4. SHADED PORTIONS ON DETAILS REPRESENT EXISTING CONDITIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE WORKING CONDITIONS IN AREAS FOR EMPLOYEES OR OTHER PERSONS AT THE SITE. 6. ALL SLOPES AND TAPERS DEPICTED IN THE DETAILS ARE EXAGGERATED FOR CLARITY. GENERAL NOTES REMOVE AND REPLACE EXISTING WINDOWS AS INDICATED BY THE DRAWINGS ALONG WITH ANY WINDOW TRIM AND METAL FLASHING AS REQUIRED FOR WINDOW REMOVAL AND REPLACEMENT. ·PROTECT TRIM FOR RE-INSTALLATION WHEN POSSIBLE. ·INSTALL NEW COLOR COATED FLASHING AND SILLS AS REQUIRED. ·ALL FLASHING TO MATCH NEW WINDOWS AND BE PROVIDED BY WINDOW SUPPLIER ·ALL TRIM REMOVED/REPLACED TO BE PRIMED AND PAINTED TO MATCH EXISTING TRIM COLOR. LOCATION MAP NO SCALE SITE MAP NO SCALE INSPEC, INC. ENGINEERS/ARCHITECTS 5801 DULUTH STREET MINNEAPOLIS, MN 55422 (763) 546-3434 PROJECT ARCHITECT DAVID CAMPBELL, AIA, RWC, GRP dcampbell@inspec.com PROJECT MANAGER DARREN SPRUTE AIA dsprute@inspec.com SYMBOLS LEGEND ELEVATION BUBBLE DETAIL BUBBLE ELEVATION NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER SECTION BUBBLE REVISION KEY NOTE DEMOLITION NOTE SECTION NUMBER SHEET NUMBER REVISION NUMBER DOOR / WINDOW TYPE ROOM NUMBER / NAME EXISTING DOOR NEW DOOR 100DOOR NUMBER WINDOW / DOOR TYPE KEY NOTE NUMBER ROOM NAME ROOM NUMBER DRAWING TITLE DRAWING TITLE DRAWING SCALE DRAWING NUMBER SHEET NUMBER BUILDING AREA GRID BUBBLE GRID NUMBER DATUM MARKER Stone 1 1 DTITLE 3" = 1'-0" A B AREA A A NAME 100W-1 DEMOLITION NUMBER NORTH NORTH VICKSBURG CROSSING 3155 VICKSBURG LANE N. PLYMOUTH, MN VICKSBURG CROSSING FLOOR PLANS - SEE SHEETS A2 & A3 HRA - CITY OF PLYMOUTH 3400 PLYMOUTH BOULEVARD PLYMOUTH, MN 55447 CONTACT: JAMES BARNES JBarnes@plymouthmn.gov (763) 509-5412 MINNEAPOLIS | ROCHESTER | MILWAUKEE | CHICAGO KEN PELZEL10/9/2020 10:18 AMConsultants: Issues and revisions: ISSUE LEVEL / REVISION:DATE:No.: Sheet content:\\HAGRID\Files\WA\2.0 Projects\P-T\Plymouth, City of\Plymouth, City of; Vicksburg, WDW, 20Dn\1.4 Dwgs & PM\4.0 Inspec\0.1 C.W.D\215041 TITLE.dwgc Sheet No.: Signature: CHECKED BY: DRAWN BY: PROJECT MGR: INSPEC PROJECT No.: CLIENT PROJECT No.: DATE: Project title: Client: THIS LINE SCALES 1" ON FULL SIZE SHEETS NOT F O R C O N S T R U C TI O N PRELI MI N A R Y SHEET SIZE: 24x362020 CITY OF PLYMOUTH 3400 PLYMOUTH BOULAVARD PLYMOUTH, MN 55447-1482 VICKSBURG CROSSING 3155 VICKSBURG LANE N, PLYMOUTH, MN 55447 2020 WINDOW REPLACEMENT / / 000000 215041 DS KP DS LEVEL DATE CONTENT_1 CONTENT_2 CONTENT_3 CONTENT_4 A1 TITLE SHEET 10/14/2020 APMT 120 APMT 121 APMT 119 APMT 122 APMT 118 APMT 117 APMT 116 APMT 115 APMT 123 APMT 124 APMT 125 APMT 114 COMMUNITY 113 LOBBY 100 APMT 106 APMT 105 APMT 107 APMT 104 APMT 108 APMT 109 APMT 110 APMT 111 APMT 103 APMT 102 APMT 101 APMT 112 W4 W4 W1 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 W4 W4 W4 W1 W4 W4 W1 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 W1 W1 W3 W4 W4 W1 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 W4W4W4 W1 W4 W4 W1 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 NORTH NORTH FIRST FLOOR PLAN 1" = 20'-0" 1 A2 SECOND FLOOR PLAN 1" = 20'-0" 2 A2 APMT 220 APMT 221 APMT 219 APMT 222 APMT 218 APMT 217 APMT 216 APMT 215 APMT 223 APMT 224 APMT 225 APMT 214 APMT 213 UPPER LOBBY 200 APMT 206 APMT 205 APMT 207 APMT 204 APMT 208 APMT 209 APMT 210 APMT 211 APMT 203 APMT 202 APMT 201 APMT 212 W4 W4 W1 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 W4 W4 W4 W4 W4 W1 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 W4 W4 W1 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 W4W4W4 W4 W4 W1 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 W4 W4 W4A W4AW9A MINNEAPOLIS | ROCHESTER | MILWAUKEE | CHICAGO KEN PELZEL10/9/2020 10:18 AMConsultants: Issues and revisions: ISSUE LEVEL / REVISION:DATE:No.: Sheet content:\\HAGRID\Files\WA\2.0 Projects\P-T\Plymouth, City of\Plymouth, City of; Vicksburg, WDW, 20Dn\1.4 Dwgs & PM\4.0 Inspec\0.1 C.W.D\215041 Plan.dwgc Sheet No.: Signature: CHECKED BY: DRAWN BY: PROJECT MGR: INSPEC PROJECT No.: CLIENT PROJECT No.: DATE: Project title: Client: THIS LINE SCALES 1" ON FULL SIZE SHEETS NOT F O R C O N S T R U C TI O N PRELI MI N A R Y SHEET SIZE: 24x362020 CITY OF PLYMOUTH 3400 PLYMOUTH BOULAVARD PLYMOUTH, MN 55447-1482 VICKSBURG CROSSING 3155 VICKSBURG LANE N, PLYMOUTH, MN 55447 2020 WINDOW REPLACEMENT / / 000000 215041 DS KP DS LEVEL DATE FIRST & SECOND FLOOR PLANS A2 10/14/2020 NORTH NORTH THIRD FLOOR PLAN 1" = 20'-0" 1 A3 FOURTH FLOOR PLAN 1" = 20'-0" 2 A3 APMT 320 APMT 321 APMT 319 APMT 322 APMT 318 APMT 317 APMT 316 APMT 315 APMT 323 APMT 324 APMT 325 APMT 314 APMT 313 APMT 300 APMT 306 APMT 305 APMT 307 APMT 304 APMT 308 APMT 309 APMT 310 APMT 311 APMT 303 APMT 302 APMT 301 APMT 312 W4 W4 W2 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 W4 W4 W4 W4 W4 W2 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 W1 W1 W4 W4 W2 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 W4W4W4 W4 W4 W2 W4 W4 W4 W4 W4 W1 W1 W4 W4 W4 W4 APMT 419 APMT 422 APMT 418 APMT 417 APMT 416 APMT 415 APMT 423 APMT 424 APMT 425 APMT 414 APMT 413 APMT 407 APMT 404 APMT 408 APMT 409 APMT 410 APMT 411 APMT 403 APMT 402 APMT 401 APMT 412 W5 W5 W5 W5 W5 W5 W5 W5 W2 W2 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W2 W2 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W2 W2 W5 W5 W5 W5 W5W5W5 W5 W5 W5 W2 W2 W5 W5 W5 W5 W5W5 W4 W4 W5 W8 W5 W4 W9 W4 W6 W7 W6 LIBRARY 426 MINNEAPOLIS | ROCHESTER | MILWAUKEE | CHICAGO KEN PELZEL10/9/2020 10:18 AMConsultants: Issues and revisions: ISSUE LEVEL / REVISION:DATE:No.: Sheet content:\\HAGRID\Files\WA\2.0 Projects\P-T\Plymouth, City of\Plymouth, City of; Vicksburg, WDW, 20Dn\1.4 Dwgs & PM\4.0 Inspec\0.1 C.W.D\215041 Plan.dwgc Sheet No.: Signature: CHECKED BY: DRAWN BY: PROJECT MGR: INSPEC PROJECT No.: CLIENT PROJECT No.: DATE: Project title: Client: THIS LINE SCALES 1" ON FULL SIZE SHEETS NOT F O R C O N S T R U C TI O N PRELI MI N A R Y SHEET SIZE: 24x362020 CITY OF PLYMOUTH 3400 PLYMOUTH BOULAVARD PLYMOUTH, MN 55447-1482 VICKSBURG CROSSING 3155 VICKSBURG LANE N, PLYMOUTH, MN 55447 2020 WINDOW REPLACEMENT / / 000000 215041 DS KP DS LEVEL DATE THIRD & FOURTH FLOOR PLANS A3 10/14/2020 SOUTH EXTERIOR ELEVATION N.T.S. 1 A4 SOUTHWEST EXTERIOR ELEVATION N.T.S. 2 A4 MIRRORED @ 2 REV WEST ELEVATION N.T.S. 3 A4 EAST EXTERIOR ELEVATION N.T.S. 4 A4 NORTHEAST EXTERIOR ELEVATION N.T.S. 5 A4 MIRRORED @ 5 REV NORTH EXTERIOR ELEVATION N.T.S. 6 A4 WEST EXTERIOR ELEVATION N.T.S. 7 A4 EAST ELEVATION @ LOBBY N.T.S. 8 A4 W4 W1 W4W1 W2W2 W4 W4W1W1 W6W7W6 W4W1W4W1 W2 W2 W4 W4 W4 W4W1W1 W5 W5 W5 W5W2W2 W4 W4 W4 W4 W5W5 W4 W4 W4 W4 W4 W4 W4 W5 W5 W5 W5 W1 W4 W4 W5 W5 W4 W5 W4 W5 W4 W5 W1 W2 W1 W2 W4W4 W5W5 W4 W5 W4 W5 W4 W5 W4W4 W5W5 W5 W4A W8 W9A W4 W5 W4 W4 W5 W5W5 W4A W9 W4W4W4W4W4W4W4 W5W5W5W5 W1 W3 1 A4 KEY PLAN N.T.S. 6 A4 4 A4 7 A4 NORTH 5 A4 5 REV A4 3 A4 3 REV A4 8 A4 2 REV A4 2 A4 W4 ANGLED ELEVATION SEE DET. 2 REV/A4 ANGLED ELEVATION SEE DET. 2/A4 ANGLED ELEVATION SEE DET. 5/A4 ANGLED ELEVATION SEE DET. 5/A4 ANGLED ELEVATION SEE DET. 5 REV/A4 ANGLED ELEVATION SEE DET. 5 REV/A4 W5W5 MINNEAPOLIS | ROCHESTER | MILWAUKEE | CHICAGO KEN PELZEL10/9/2020 10:18 AMConsultants: Issues and revisions: ISSUE LEVEL / REVISION:DATE:No.: Sheet content:\\HAGRID\Files\WA\2.0 Projects\P-T\Plymouth, City of\Plymouth, City of; Vicksburg, WDW, 20Dn\1.4 Dwgs & PM\4.0 Inspec\0.1 C.W.D\215041 Plan.dwgc Sheet No.: Signature: CHECKED BY: DRAWN BY: PROJECT MGR: INSPEC PROJECT No.: CLIENT PROJECT No.: DATE: Project title: Client: THIS LINE SCALES 1" ON FULL SIZE SHEETS NOT F O R C O N S T R U C TI O N PRELI MI N A R Y SHEET SIZE: 24x362020 CITY OF PLYMOUTH 3400 PLYMOUTH BOULAVARD PLYMOUTH, MN 55447-1482 VICKSBURG CROSSING 3155 VICKSBURG LANE N, PLYMOUTH, MN 55447 2020 WINDOW REPLACEMENT / / 000000 215041 DS KP DS LEVEL DATE EXTERIOR ELEVATIONS A4 10/14/2020 2'-0" @ SIM1'-8"5'-0" R.O.6'-0" R.O. 2 EQUAL 1'-8"5'-0" R.O.6'-0" R.O. 2 EQUAL 2'-0"5'-0" R.O.3'-0" R.O.2'-8" @ W4A1'-8" @ W45'-0" R.O. @ W45'-0" R.O.4'-0" R.O. @ W4A1'-8"5'-0" R.O.5'-0" R.O.5'-0" R.O.1'-8"8'-5" R.O.3'-0" R.O.6'-0" R.O. 2 EQUAL 1'-8"9'-0" R.O. 3 EQUAL 1'-8"10'-4" R.O. 2'-8"5'-0"2'-8"4'-0" R.O. @ W9A1'-8" @ W95'-0" R.O. @ W92'-8" @ W9A10'-4" R.O. 2'-8"5'-0"2'-8" WINDOW - W1 1/2" = 1'-0" WINDOW - W2 1/2" = 1'-0" WINDOW - W3 1/2" = 1'-0" WINDOW - W4 & W4A 1/2" = 1'-0" WINDOW - W5 1/2" = 1'-0" WINDOW - W6 1/2" = 1'-0" WINDOW - W7 1/2" = 1'-0" WINDOW - W8 1/2" = 1'-0" WINDOW - W9 & W9A 1/2" = 1'-0" WINDOW TYPES -- 12 A6 11 A6 1 A6 5 A6 6 A6 3 A6 12 A6 6 A6 3 A6 12 A6 6 A6 2 SIM A6 8 A6 3 A6 6 A6 6 A6 6 A6 12 A6 6 A6 2 A6 13 A6 6 A6 4 A6 5 A6 13 A6 @ FIRST FLOOR 11 A6 @ BRICK 6 A6 2 A6 5 A6 @ BRICK 6 A6 @ SIDING 1 A6 @ BRICK 4 A6 @ ENTRY 4 A6 @ BRICK 2 A6 @ SIDING 13 A6 @ BRICK 7 A6 @ SIDING 12 A6 2 SIM A6 8 A6 2 SIM A6 8 A6 WINDOW SCHEDULE W1 W2 W5 ID WIDTH HEIGHT THICKNESS TYPE 6'-0" 6'-0" DOUBLE HUNG3" 5'-0" 5-0" 5'-0" W6 5'-0" W3 3'-0"5'-0" W4 CASEMENT5'-0" CONTRACTOR TO VERIFY THE ROUGH OPENING DIMENSIONS AS NOTED (R.O.) ON THE WINDOW TYPES, SCHEDULES, & ELEVATIONS. CONTRACTOR IS ALSO REPONSIBLE FOR VERIFYING WINDOW REPLACEMENT QUANTITIES. 10'-4" 6'-0"DOUBLE HUNG / FIXED W8 W7 W9 10'-4"W9A 3" 3" 3" 3" 3" 3" 3" 3" 3" TOTAL: 9'-0"3" 5'-0" 4'-0" 5'-0" 8'-5" 5'-0" 4'-0" W4A 10'-4" 8'-5" 8'-5"5'-0" R.O.8'-5" R.O.3'-0" R.O.5'-0" R.O.8'-5" R.O.3'-0" R.O.DOUBLE HUNG DOUBLE HUNG CASEMENT CASEMENT DOUBLE HUNG / FIXED DOUBLE HUNG / FIXED DOUBLE HUNG / FIXED DOUBLE HUNG / FIXED MINNEAPOLIS | ROCHESTER | MILWAUKEE | CHICAGO KEN PELZEL10/9/2020 10:18 AMConsultants: Issues and revisions: ISSUE LEVEL / REVISION:DATE:No.: Sheet content:\\HAGRID\Files\WA\2.0 Projects\P-T\Plymouth, City of\Plymouth, City of; Vicksburg, WDW, 20Dn\1.4 Dwgs & PM\4.0 Inspec\0.1 C.W.D\215041 Details.dwgc Sheet No.: Signature: CHECKED BY: DRAWN BY: PROJECT MGR: INSPEC PROJECT No.: CLIENT PROJECT No.: DATE: Project title: Client: THIS LINE SCALES 1" ON FULL SIZE SHEETS NOT F O R C O N S T R U C TI O N PRELI MI N A R Y SHEET SIZE: 24x362020 CITY OF PLYMOUTH 3400 PLYMOUTH BOULAVARD PLYMOUTH, MN 55447-1482 VICKSBURG CROSSING 3155 VICKSBURG LANE N, PLYMOUTH, MN 55447 2020 WINDOW REPLACEMENT / / 000000 215041 DS KP DS LEVEL DATE WINDOW TYPES A5 10/14/2020 9"7"1'-4"1/2"1/2"5 1/2"7 1/4"1'-0 3/4"5 1/2"1/2"3/8"3/8"3/8"3/8"3/8"3/8" 3/8"3/8"3/8" 3/8"3/8" HEAD DETAIL 3" = 1'-0" 1 A6 EXISTING WALL STRUCTURE SELF ADHERING DETAIL MEMBRANE LIQUID FLASHING REPLACE EXISTING GYP BD AS REQUIRED "J" BEAD BACKER ROD AND SEALANT FIBERGLASS WINDOW UNIT 10 A6 10 A6 9 A6 9 A6 9 A6 EXISTING WALL STRUCTURE "J" BEAD BACKER ROD AND SEALANT FIBERGLASS WINDOW UNIT 1 3/4" 3 1/2" 3 1/4" 2 1/2" REPLACE EXISTING GYP BD AS REQUIRED ALUMINUM FACED SELF ADHERING DETAIL MEMBRANE 18 GA SHEET METAL DRIP EDGE SET IN BED OF SEALANT BACKER ROD AND SEALANT WITH WEEP VENTS @ 16" O.C. EXISTING WALL STRUCTURE SELF ADHERING DETAIL MEMBRANE REPLACE EXISTING GYP BD AS REQUIRED "J" BEAD BACKER ROD AND SEALANT FIBERGLASS WINDOW UNIT EXISTING WALL STRUCTURE SELF ADHERING DETAIL MEMBRANE REPLACE EXISTING GYP BD AS REQUIRED "J" BEAD BACKER ROD AND SEALANT FIBERGLASS WINDOW UNIT POSITIONING FIN SET IN BED OF SEALANT SELF-ADHERING DETAIL MEMBRANE W/ 1/2" END DAMS AT TERMINATIONS 1" CEMENT BD TRIM OVER 3/4" TREATED PLYWD WATER RESISTIVE / AIR BARRIER POSITIONING FIN SET IN BED OF SEALANT SELF-ADHERING DETAIL MEMBRANE W/ 1/2" END DAMS AT TERMINATIONS 1" CEMENT BD TRIM OVER TREATED WOOD BLOCKING WATER RESISTIVE / AIR BARRIER 3/4" CEMENT BD TRIM INFILL 18 GA SHEET METAL DRIP EDGE SELF-ADHERING DETAIL MEMBRANE EXISTING SIDING TO BE REMOVED & REINSTALLED AS REQUIRED FOR FLASHING INSTALLATION 18 GA SHEET METAL DRIP EDGE POSITIONING FIN SET IN BED OF SEALANT SELF-ADHERING DETAIL MEMBRANE W/ 1/2" END DAMS AT TERMINATIONS 1" CEMENT BD TRIM OVER TREATED WOOD BLOCKING 18 GA SHEET METAL DRIP EDGE SELF-ADHERING DETAIL MEMBRANE EXISTING SIDING TO BE REMOVED & REINSTALLED AS REQUIRED FOR FLASHING INSTALLATION FIBERGLASS WINDOW UNIT BACKER ROD AND SEALANT EXISTING SILL TO BE REMOVED AND REINSTALLED EXISTING WALL STRUCTURE FIBERGLASS WINDOW UNIT BACKER ROD AND SEALANT EXISTING SILL TO BE REMOVED AND REINSTALLED EXISTING WALL STRUCTURE FIBERGLASS WINDOW UNIT BACKER ROD AND SEALANT EXISTING SILL TO BE REMOVED AND REINSTALLED EXISTING WALL STRUCTURE FIBERGLASS WINDOW UNIT BACKER ROD AND SEALANT EXISTING SILL TO BE REMOVED AND REINSTALLED EXISTING WALL STRUCTURE FIBERGLASS WINDOW UNIT BACKER ROD AND SEALANT EXISTING SILL TO BE REMOVED AND REINSTALLED EXISTING WALL STRUCTURE LIQUID FLASHING SELF ADHERING DETAIL MEMBRANE POSITIONING FIN SET IN BED OF SEALANT BACKER ROD AND SEALANT 18 GA SHEET METAL SILL FLASHING 3 1/2" x 2" CEMENT TRIM OVER 1x TREATED BLOCKING 18 GA SHEET METAL DRIP EDGE CONTINUOUS SEALANT WATER RESISTIVE / AIR BARRIER EXISTING SIDING TO REMAIN LIQUID FLASHING SELF ADHERING DETAIL MEMBRANE POSITIONING FIN SET IN BED OF SEALANT BACKER ROD AND SEALANT 18 GA SHEET METAL SILL FLASHING 7 1/4" x 2" CEMENT TRIM OVER 1x TREATED BLOCKING 18 GA SHEET METAL DRIP EDGE CONTINUOUS SEALANT WATER RESISTIVE / AIR BARRIER EXISTING SIDING TO REMAIN HEAD DETAIL 3" = 1'-0" 2 A6 HEAD DETAIL 3" = 1'-0" 3 A6 HEAD DETAIL 3" = 1'-0" 4 A6 JAMB DETAIL 3" = 1'-0" 5 A6 JAMB DETAIL 3" = 1'-0" 6 A6 SILL DETAIL 3" = 1'-0" 7 A6 SILL DETAIL 3" = 1'-0" 8 A6 SILL DETAIL 3" = 1'-0" 11 A6 SILL DETAIL 3" = 1'-0" 12 A6 SILL DETAIL 3" = 1'-0" 13 A6 FIBERGLASS WINDOW UNIT BACKER ROD AND SEALANT EXISTING WALL STRUCTURE REPLACE EXISTING GYP BD AS REQUIRED "J" BEAD POSITIONING FIN SET IN BED OF SEALANT BACKER ROD AND SEALANT 3 1/2" x 1" CEMENT BD TRIM OVER TREATED WOOD BLOCKING LIQUID FLASHING SELF ADHERING DETAIL MEMBRANE CONTINUOUS SEALANT WATER RESISTIVE / AIR BARRIER EXISTING SIDING TO REMAIN FIBERGLASS WINDOW UNIT BACKER ROD AND SEALANT EXISTING WALL STRUCTURE REPLACE EXISTING GYP BD AS REQUIRED "J" BEAD BACKER ROD AND SEALANT ALUMINUM FACED SELF ADHERING DETAIL MEMBRANE ALUMINUM FACED SELF ADHERING DETAIL MEMBRANE 18 GA SHEET METAL SILL FLASHING SET IN SEALANT BACKER ROD AND SEALANT ALUMINUM FACED SELF ADHERING DETAIL MEMBRANE 18 GA SHEET METAL SILL FLASHING SET IN SEALANT BACKER ROD AND SEALANT ALUMINUM FACED SELF ADHERING DETAIL MEMBRANE 18 GA SHEET METAL SILL FLASHING SET IN SEALANT BACKER ROD AND SEALANT BACKER ROD AND SEALANT WITH WEEP VENTS @ 16" O.C. 18 GA SHEET METAL DRIP EDGE BACKER ROD AND SEALANT WITH WEEP VENTS @ 16" O.C. 18 GA SHEET METAL DRIP EDGE BACKER ROD AND SEALANT WITH WEEP VENTS @ 16" O.C. ENLARGED SILL FLASHING DETAIL 6" = 1'-0" 10 A6 ENLARGED HEAD FLASHING DETAIL 6" = 1'-0" 9 A6 POSITIONING FIN LIQUID FLASHING SELF ADHERING DETAIL MEMBRANE WATER RESISTIVE / AIR BARRIER 18 GA SHEET METAL DRIP EXISTING STRUCTURE 18 GA SHEET METAL DRIP WATER RESISTIVE / AIR BARRIER SELF ADHERING DETAIL MEMBRANE POSITIONING FIN LIQUID FLASHING EXISTING STRUCTURE MINNEAPOLIS | ROCHESTER | MILWAUKEE | CHICAGO KEN PELZEL10/9/2020 10:18 AMConsultants: Issues and revisions: ISSUE LEVEL / REVISION:DATE:No.: Sheet content:\\HAGRID\Files\WA\2.0 Projects\P-T\Plymouth, City of\Plymouth, City of; Vicksburg, WDW, 20Dn\1.4 Dwgs & PM\4.0 Inspec\0.1 C.W.D\215041 Details.dwgc Sheet No.: Signature: CHECKED BY: DRAWN BY: PROJECT MGR: INSPEC PROJECT No.: CLIENT PROJECT No.: DATE: Project title: Client: THIS LINE SCALES 1" ON FULL SIZE SHEETS NOT F O R C O N S T R U C TI O N PRELI MI N A R Y SHEET SIZE: 24x362020 CITY OF PLYMOUTH 3400 PLYMOUTH BOULAVARD PLYMOUTH, MN 55447-1482 VICKSBURG CROSSING 3155 VICKSBURG LANE N, PLYMOUTH, MN 55447 2020 WINDOW REPLACEMENT / / 000000 215041 DS KP DS LEVEL DATE DETAILS A6 10/14/2020