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SAGE SPECIFICATIONS
Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements Project Specifications May 2019 J Owner Cornell University Ithaca, New York 14853 Architect Argus Architecture & Preservation, P.C. 297 River Street, Suite 203 Troy, New York 12180 SAGE HALL LOW SLOPE ROOF REPLACEMENT TABLE OF CONTENTS D INTERIOR FACING DO • ER IMPROVEMENTS Page 1 Instructions to Bidders Bid Form General Conditions and Exhibits DIVISION 1 - GENERAL REQUIREMENTS Section 01 11 00 Section 01 14 00 Section 01 25 00 Section 01 31 19 Section 01 31 50 Section 01 32 16 Section 01 32 33 Section 01 33 00 Section 01 35 29 Section 01 35 43 Section 01 35 44 Section 01 41 00 Section 01 42 00 Section 01 45 00 Section 01 50 00 Section 01 51 00 Section 01 66 00 Section 01 73 29 Section 01 77 00 Section 01 78 22 Section 01 78 23 Section 01 78 36 Section 01 78 39 Summary of the Work Work Restrictions Substitutions and Product Options Project Meetings Electronic Project Management Construction Schedules Photographic Documentation Submittal Procedures General Health & Safety General Environmental Requirements Spill Control Regulatory Requirements References Quality Control Temporary Facilities and Controls Temporary Utilities Storage and Protection Cutting, Patching and Repairing Project Close Out Fixed Equipment Inventory Operating and Maintenance Data Warranties and Bonds Record Documents TECHNICAL SPECIFICATIONS DIVISION 6 — WOOD 061000 ROUGH AND FINISH C PENTRY DIVISION 7 - THERMAL AND NIOIS'EURE PROTECTION 070130 SLATE ROOFING 074600 WOOD SIDING AND TRIM 075216 MEMB E ROOFING SYSTEMS 076000 SHEET METAL FLASHING AND FABRICATIONS 079000 JOINT SEALERS DIVISION 8 085200 — OPENINGS WOOD WINDOWS SAGE HALL LOW SLOPE ROOF REPLACEMENT TABLE OF CONTENTS AND INTERIOR FACING DOER IMPROVEMENTS Page 2 DIVISION 9 — FINISHES 099000 PAINTING AND FINISHING DIVISION 26 — ELECTRICAL 264100 LIGHTNING PROTECTION SYSTEM D'WINGS C COVER EX1 EXISTING ROOF PLAN -NORTH SECTION EX2 EXISTING ROOF PLAN - SOUTH SECTION Al REMOVALS PL A2 ROOF PL - NORTH SECTION A3 ROOF PLAN - SOUTH SECTION A4 ROOF ELEVATIONS & WINDOW SCHEDULE A5 WINDOW & DO ER DETAILS A6 ROOF DETAILS A7 ROOF DETAILS A8 ROOF DETAILS & SOUTH EAST GUTTER ROOF A9 ROOF DETAILS Project: Owner: Architect: INSTRUCTIONS TO BIDDERS Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements Cornell University Ithaca, New York 14853 Argus Architecture & Preservation, P.C. 297 River Street, Suite 203 Troy, New York 12180 1. PROPOSAL FO ' S a. Proposals shall be made only on the foiiiis provided and all blank and underlined spaces in the forms shall be fully filled in, in ink or typed; amount shall be fully stated both in writing and in figures. Proposals shall be signed by Principals or Officers duly authorized to execute such documents on behalf of their respective firms or organizations, and the Certificate included in the Bid Form shall be completed accordingly. Bidder's legal name must be fully stated. Completed form shall be without interlineation, alterations, or erasures unless initialed and dated by the signer. 2. RECAPITULATION OR PROPOSAL a. Proposals shall not contain any recapitulation of the work to be done. No oral, telegraphic or telephonic proposals or modifications will be considered. 3. METHOD OF SUBMISSION a. Proposals shall be prepared and enclosed in a sealed envelope. Envelope shall be addressed to: Facilities Contracts 121 Humphreys Service Building Cornell University Ithaca, New York 14853 Proposal for: Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements Submitted by: (Bidder) b. Proposals shall be delivered to the Owner at the address listed above not later than 2:OOPM on June 19, 2019. INSTRUCTIONS TO BIDDERS INS -1 4. BID OPENING a. Proposals will be ()ported pultlicly by the Owner in Room 102C, Humphreys Service Building, Cornell University Canmus„ Ithaca, New York, at the hour and date listed in 3b. The Owner reserves the right to postpone the date and time of opening of proposals at any time prior to the date and time announced in this Instruction to Bidders or amendments thereto. 5. BIDDING DOCUMENTS a. The Bidding Documents will consist of the following: (1) Instructions to Bidders. (2) Bid Form. (3) General Conditions of the Contract and Division 1 - "General Requirements". (4) Drawings and Specifications. (5) Addenda and/or bulletins issued prior to date of opening of Proposals. 6. DRAWINGS AND SPECIFICATIONS FURNISHED a. Contract Documents may be obtained from the Facilities Contracts website Oilt_11:/11110.11CC,f's corncll,c(In/contnictsjijob(pjoions ch.)) ). For assistance, call 607-255-5343. b. Printed sets of bid documents will be available at $40.00 per set without refund. No partial sets will be issued. Electronic access to the bid documents including addendums may be obtained for a non-refundable lee of $129.00 at the requestor's option. All Contract Documents remain the property of the Owner. c. At the request of the successful bidder, Cornell will provide up to five (5) printed sets of drawings and specifications. 7. START OF WO a. Work at the site shall be started within five (5) calendar days from the date of issuance of written authorization to proceed and shall be achieve; substantial completion of the project no later than October 11, 2019. b. The construction schedule is critical. The Contractor shall provide adequate labor and equipment in the Bid to ensure that no slippage of the schedule will occur. 8. BONDS a. Performance and Payment Bonds. The successful Bidder shall furnish the Owner with "Performance" and "Labor and Material Payment Bonds", each in the amount of 100% of the Contract Price. The cost of such bonds shall be included in the Bidders Proposal. Each of these Bonds are to be in a form with such sureties as the Owner may approve. INSTRUCTIONS TO BIDDERS INS -2 b. Bid Bond. Each Bidder will be required to furnish a Bid Bond in the amount of 10% of the Bid Amount. Such Bid Bond shall guarantee that the Bidder will execute the Contract if it is awarded to him in conformity with his Proposal. Such Proposal Guarantee Bond shall include a statement that the Insurer shall be willing to provide to the Bidder the Contract Bonds as described in 8a above. 9. AW OF CONT CT a. It is the intent of the Owner to enter into a Contract with one General Contractor for the entire project. All labor, services, materials, supplies, etc. shall be provided in accordance with the Contract. b. Award of the Contract shall be made to the bidder submitting the lowest responsive and responsible bid who, in the opinion of the Owner, is qualified to perform the work. The competence and responsibility of the Bidders' proposed principal subcontractors will be considered in making the Award. c. The Owner reserves the right to reject any or all Proposals, and to waive any informalities in Bidding. Contract award shall be subject to approval of Cornell University's Contractors Qualification Statement. d. All Proposals shall be irrevocable until contract award, unless the bid is withdrawn. e. The Owner reserves the right to accept any of the Alternate Proposals listed within thirty (30) calendar days following the award of a construction contract or such other time as may be agreed to by the Owner and Contractor. 10. EXAMINATION OF SITE AND CONTRACT DOCUMENTS a. Each Bidder shall visit the Site of the proposed work, fully acquaint and familiarize himself with the conditions as they exist and the character of the operations to be carried on under the proposed Contract, and make such investigation as he may see fit so that he shall fully understand the facilities, physical conditions and restrictions attending the work under the Contract. b. Each Bidder shall also thoroughly examine and become familiar with the Drawings, Specifications and associated Bid Documents. c. By submitting a Proposal, the Bidder covenants and affirms that he has carefully examined the Drawings, Specifications, associated Bid Documents, the Addenda and Bulletins, if any, and the Site, that he relies on no representation by the Owner, and that from his own investigation he has satisfied himself as to the nature and location of the work, the general and local conditions, and all matters which may in any way affect the work or its perfon-nance, and that as a result of such examination and investigation, he fully understands the conditions of bidding and that he will not make any claim for, and waives any right to damage because of misinterpretation or misunderstanding of the Bid Documents and the conditions of bidding. INSTRUCTIONS TO BIDDERS INS -3 11. DISCREPANCIES a. Should a Bidder find discrepancies in or omissions from the Drawings, Specifications and associated Bid Documents, or should he be in doubt as to their meaning, he shall at once notify the Architect, who will send written instructions to all bidders. Neither the Owner nor the Architect will be responsible for oral instructions. Every request for such interpretation should be in writing, addressed to the Architect. Inquiries received by the deadline established at the pre-bid conference will be given consideration. 12. M DATORY PRE-BID CONFERENCE a. A mandatory pre-bid conference has been scheduled for 11:OOAM, May 29, 2019, in Room 133 of the Humphreys Service Building. The purpose of the conference will be to clarify the intent of the Contract Documents if necessary. Results will be published in an Addendum. 13. T E SUBCONTRACTORS, MATERIAL SUPPLIERS a. Each portion of the work shall be performed by an organization equipped and experienced to do work in that particular field, and no portion of the work shall be reserved by the Bidder to himself unless he is so equipped and experienced. Subcontracts shall be awarded only to parties satisfactory to the Owner and the Architect. Each subcontractor and materials supplier shall be approved individually. b. In the spaces provided in the Bid Form, the Bidder shall list all portions of the work he proposes to perform directly with his own forces. c. A list of names from which the Bidder proposes to select subcontractors, materials suppliers, and/or manufacturers for the principal trades or subdivisions of the work is required as part of the Proposal. d. In the Bid Form, there has been listed the principal trades or subdivisions of the work for which such a listing is required, together with the provisions which govern the listing, selection and approval of principal subcontractors. 14. ALTERNATE PROPOSALS a. Certain Alternate Proposals may be requested. They will be listed in the Bid Form and all Bidders are required to bid on all Alternates without exception, in the spaces provided. b. Alternate Proposals shall include all overhead, profit and other expenses in connection therewith. 15. UNIT PRICES a. Certain Unit Prices may be requested. They will be listed in the Bid Form and all Bidders are required to bid on all Unit Prices without exception, in the spaces provided. b. Unit Prices shall include all overhead, profit and other expenses in connection therewith. INSTRUCTIONS TO BIDDERS INS -4 16. SCHEDULE OF VALUES a. An abbreviated "Schedule of Values" for certain trades and/or subdivisions of the work is required as part of the Bidder's Proposal in the Bid Form. b. The successful Bidder shall submit a complete "Schedule of Values" showing the amounts allocated to the various trades, suppliers, subcontractors, installers and General Contractor's work, aggregating the total sum of the Contract. The complete "Schedule of Values" shall be submitted prior to award of Contract. 17. ADDENDA AND BULLETINS a. Addenda and/or bulletins issued during the bidding period shall be acknowledged in the space provided in the Bid Form. 18. SUBSTITUTIONS a. Proposals shall conform to the requirements of the Bid Documents. b. The Bidder may offer substitutions for any item of material or equipment, element of work, or method of construction set forth in the Bid Documents, with the exception of Form of Contract, General Conditions and General Requirements - Division 1, by listing the proposed substitutions and the amounts to be deducted from the Base Bid corresponding to each such proposed substitution in the spaces provided in the Bid Form. However, the Bidder is cautioned to make his base proposal on the materials and items specified by name or other particular reference. 19. SUB -SURFACE CONDITIONS a. Boring infoi nation, water levels, indications of sub -surface conditions and similar information given on the Drawings or in the Specifications are furnished only for the convenience of the Bidders. The Owner, Architect and Consulting Engineer make no representation regarding the character and extent of the soil data or other sub -surface conditions to be encountered during the work and no guarantee as to the accuracy or validity of interpretation of such data or conditions is made or intended. b. Each Bidder shall, by careful examination, inform himself as to the nature and location of the work, the conformation of the ground, subsoil and ground water conditions, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions and all other matters which can in any way affect the work under this Contract. The Bidder may, at his option, conduct tests at his expense, including borings, by prior notification to the Owner. Each Bidder shall make his own deductions of sub -surface conditions which may affect methods or cost of construction of the work hereunder and he agrees that, if awarded the construction contract, he will make no claim for damages or other compensation, except such as are provided for in the Contract Documents, should he encounter conditions during the progress of the work different from those as calculated and/or anticipated by him. 20. SALES AND USE TAX EXEMPTION a. The Owner, Cornell University, a non-profit educational institution, is exempt from payment of certain Sales and Use Taxes. INSTRUCTIONS TO BIDDERS INS -5 21. FEDERAL EXCISE TAX a. The Owner, Cornell University, a non-profit educational institution, is exempt from payment of certain Federal Excise Taxes. 22. TAX EXEMPT STATUS a. Bidders shall inform all prospective subcontractors and suppliers from whom they expect to obtain proposals or quotations of the tax-exempt status of the Owner as set forth above and request that they reflect anticipated tax credits in their proposals or quotations. 23. EXEMPTION CERTIFICATES a. At the Contractor's request, following the award of a Contract, Contractor exempt purchase certificates will be furnished by the Owner to the Contractor with respect to such tax exempt articles or transactions as may be applicable under the Contract. 24. REQUIRED SUBMISSIONS a. Provide with Bid Proposal: (1) Acknowledgement of Addenda and/or Bulletins issued prior to bid opening (2) Certificate as to Corporate Bidder (3) List of Proposed Subcontractors (4) Abbreviated Schedule of Values (5) Alternate Proposals and Unit Prices (6) Completion of Milestone Schedule, if applicable (7) Bid Security b. Within fourteen days after bid opening: (1) (2) (3) MWBE Utilization Plan Contractor's Affirmative Action Plan Contractor's Qualification Statement, if requested c. Execution of Contract: Insurance Certificate Performance Bond Labor and Material Payment Bond Schedule of Work (bar chart) Federal Tax Identification Number END OF SECTION INSTRUCTIONS TO BIDDERS INS -6 Submitted by: SAGE HALL LOW SLOPE ROOF REPLACEMENT D INTERIOR FACING DO • ER IMPROVEMENTS Cornell University, Ithaca, New York BID FO Date To: Facilities Contracts 121 Humphreys Service Building Cornell University Ithaca, New York 14853 Gentlemen: The undersigned, a (Name of Bidder) (Type of Firm, State of Incorporation, if applicable) of (Address) having carefully examined the Instructions to Bidders, the "Conditions of the Contract" (General, Division 1 - "General Requirements"), and the Drawings, Specifications and associated Bid Documents dated May, 9, 2019 prepared by Argus Architecture & Preservation, P.C., 297 River Street, Suite 203, Troy, New York 12180 as well as the premises and conditions affecting the work, proposes to furnish all material, equipment, labor, plant, machinery, tools, supplies, services, applicable taxes and specified insurance necessary to perform the entire work, as set forth in, and in accordance with the said documents for the following considerations: BASE BID a. All work complete, for the sum of for MATERIALS, SUPPLIES, LABOR, and SERVICES AND ALL OTHER COSTS. BID FO BF -1 2. ALTERNATE PROPOSAL a. The undersigned, if awarded the Contract, proposes to perform work in addition to or in place of the scope of the work shown and specified herein as associated with the Base Bid in accordance with the following Alternate Proposals, which amounts are to be added or deducted to the amount of the Base Bid as indicated for the Alternates specified in Division 1 of the Specifications. b. If the Bidder desires to indicate that the acceptance of any Alternate or Alternates will result in neither an addition to nor a deduction from the value of the work, he shall enter the phrase "No Change" in response to such Alternate or Alternates. c. It is understood that the Owner reserves the right to accept or reject any or the Owner and Contractor may agree to all of the following Alternate Proposals within thirty (30) calendar days following the award of a construction contract or such other time as. Alternate No. Description ADD DEDUCT NONE $ $ 3. MINORITY AND WOMEN'S BUSINESS ENTERPRISES (M/WBEs) a. The undersigned shall, if awarded the Contract, endeavor to include both Minority and Women Owned Business Enterprises participation and to demonstrate a "good faith effort" with respect to these requirements. Goals shall be as follows: • A goal of 5.6% for Minority -Owned Business Enterprise participation shall be applied as follows: a maximum of one-third (1/3) of the goal may be applied to purchases of materials, supplies, and equipment from MBEs. • A goal of 3.2% for Women -Owned Business Enterprise participation shall be applied as follows: a maximum of one-third (1/3) of the goal may be applied to purchases of materials, supplies, and equipment from WBEs. BID FORM BF -2 4. ST • T OF WORK AND TIME FOR COMPLETION a. The undersigned agrees, if awarded the Contract, to commence work at the site within five (5) calendar days after date of issuance of written notice to proceed and to achieve substantial completion of the project no later than October 11, 2019. b. The construction schedule is critical. The Contractor shall provide adequate labor and equipment in the Bid to ensure that no slippage of the schedule will occur. 5. LIST OF PROPOSED PRINCIPAL SUBCONTRACTORS a. The undersigned agrees, if awarded the Contract, to employ subcontractors from the following list for the Sections or Subdivisions of work stated below subject to the following provisions: (1) The Owner and Architect reserve the right to review the list of "Proposed Principal Subcontractors" prior to the award of the Contract, and to delete from it the name or names of any to whom they may have a reasonable objection. The Contractor may make the final selection of principal subcontractors at his option from the resulting list after the award of the Contract. b. Bidder shall list the names of at least one subcontractor for each Section or Subdivision of the work listed below and shall limit the listing for each such Section or Subdivision to THREE (3) names. c. If Bidder does not propose to employ a Subcontractor for any Section or Subdivision of the work listed below, he shall enter the name of his firm for each such Section or Subdivision. 0 ENTRY ROOFING PAINTING BID FO BF -3 ELECTRICA1T BID FO BF -4 6. PRINCIPAL SUBDIVISIONS OR ELEMENTS OF THE WO BY GENERAL CONTRACTORS FORCES TO BE PERFORMED a. If awarded a Contract, we will perform the following portions of the Work with forces directly employed by the undersigned: b. If awarded a Contract, the Contractor's main Project Manager will be: (include resume with bid) The Owner reserves the right to reject the names of any to whom they have a reasonable objection. c. If awarded a Contract, the Contractor's main Superintendent will be: (include resume with bid) The Owner reserves the right to reject the names of any to whom they have a reasonable objection. 7. TIME PROGRESS SCHEDULE a. The undersigned agrees, if awarded the Contract, to furnish a "Construction Progress Schedule" showing the starting and completion dates for all principal trades and subdivisions of the Work, together with such additional information related thereto as may reasonably be required. Such schedule shall be in conformance with General Requirements, Section 01 32 15, 1.3, A. 8. BONDS a. Performance and Payment Bonds. The undersigned agrees, if awarded the Contract to execute and deliver to the Owner "Performance" and "Labor and Material Payment Bonds" in such form as acceptable to the Owner and in an amount equal to 100% of the Contract Sum. Such bonds will be furnished by (Name of Surety) b. Bonding Rate for Change Orders. c. Bid Bond. A Bid Bond in the amount of $ (10% of Bid Amount) is attached to this Bid. BID FO BF -5 9. SCHEDULE OF VALUES a. The undersigned agrees, prior to the award of a construction contract and upon the request of the Architect or Owner, to submit a complete, itemized and detailed "Schedule of Values" including Alternates elected, if any, showing the amount allocated to the various trades and subdivisions of the work, aggregating the total Contract Sum. b. To facilitate the evaluation of Bids, the undersigned has included in each part of his Bid the following values for the trades and/or subdivisions of the work as listed below. Values for work included under Alternate Proposals and to General Contractor's costs for General Conditions shall be excluded. Spec Section Trades and/or Subdivision Value Included in Base Bid Division 1 Division 6 Division 7 Division 8 Division 26 General Requirements 06 10 00 Rou h and Finish Ca .ently 07 46 00 Wood Siding and Trim 752 16 Membrane Roofing System 07 60 00 Sheet Metal Flashing and Fabrications 08 52 00 Wood Windows 26 41 00 Lightning Protection System Total Bid BID FORM BF -6 10. SUBSTITUTIONS a. The Base Bid is predicated on compliance with the Drawings and Specifications without substitutions. b. The Bidder may offer substitutions for any item noted in the Specifications, with the exception of Form of Contract, General Conditions and General Requirements - Division 1, by listing in the space below the proposed substitution, together with the amount to be deducted from the Base Bid if the substitution is accepted. c. The Owner reserves the right to accept or reject any proposed substitution. d. The sum stated includes any modifications of work or additional work that may be required by reason of acceptance of substitution. Substitute materials must be approved and accepted by the Owner in writing before same may be used in lieu of those named in the Specifications. Item and Description of Substitution Specification Reference Section & Page No. Deduction from Base Bid Labor Material BID FORM BF -7 11. ACCEPTANCE a. The undersigned agrees that this Proposal shall be irrevocable until contract award, unless the bid is withdrawn. It is understood and agreed that the Owner reserves the right to reject any or all proposals, to waive any informalities in bidding process. b. If written notice of acceptance of this Proposal is mailed, telegraphed or delivered to the undersigned within sixty (60) calendar days after the date of opening of Bids, or any time thereafter before this Proposal is withdrawn, the undersigned will within ten (10) calendar days after the date of such mailing, telegraphing or delivery of such notice, execute an Agreement between Contractor and Owner, amended and/or supplemented, if required, in accordance with the Proposal as accepted. c. The undersigned further agrees to furnish Performance and Payment Bonds pursuant to Section 7 herein upon execution of Agreement in e -Builder. d. It is understood and agreed that the Owner reserves the right to accept any of the Alternate Proposals listed within thirty (30) calendar days following the award of a construction contract or such other time as may be agreed to by the Owner and Contractor. e. It is understood and agreed that award of the Contract shall be made to the bidder submitting the lowest responsive and responsible bid who, in the opinion of the Owner, is qualified to perfo in the work. BID FO BF -8 12. ADDENDUM RECEIPT a. Receipt of the following addenda to the Terms and Conditions, Drawings or Specifications is acknowledged: Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: By: Title: Business Address: BID FO (Bidder) BF -9 CERTIFICATE OF NON -COLLUSION By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that to the best of his knowledge and belief: a. The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor. b. Unless required by law, the prices that have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or with any competitor. c. No attempt has been made or will be made by the bidder to induce any other persons, partnership, or corporation to submit or not submit a bid for the purpose of restricting competition. Dated: BID FO By: Title: (Bidder) BF -10 1, CERTIFICATE AS TO CORPORATE BIDDER General Contractors; that behalf of the bidder was then certify that I am the of the Corporation named as Bidder within this Bid Form for who signed said Bid Form on of said Corporation; that I know his signature; that his signature thereto is genuine and that said Bid Form and attachments thereto were duly signed, sealed and executed for and in behalf of said Corporation by authority of its governing body. Dated: BID FO Secretary -Clerk) (CORPORATE SEAL) BF -11 FII C NII[TIIN FOR SAGE HALL LOW SLOPE ROOF REPLACEMENT AND INTERIOR FACING DO ` ER IMPROVEMENTS CO ` ELL UNIVERSITY ITHACA, NEW YO Rev 12.2018 TICLE 1 GENE' CONDITIONS TABLE OF CONTENTS INTERPRETATION OF CONT Section 1.01 Owner Section 1.02 Meaning and Intent of Specifications, Plans and Drawings Section 1.03 Order of Precedence CT DOCUMENTS TICLE 2 CONT CTOR Page 1 1 Section 2.01 Contractor's Obligations 2 Section 2.02 Contractor's Title to Materials 2 Section 2.03 "Or Equal" Clause 2 Section 2.04 Quality, Quantity and Labeling 3 Section 2.05 Superintendence by Contractor 3 Section 2.06 Subsurface or Site Conditions 4 Section 2.07 Representations of Contractor 4 Section 2.08 Verifying Dimensions and Site Conditions 4 Section 2.09 Copies of Contract Documents for Contractors 5 Section 2.10 Meetings 5 Section 2.11 Related Work 5 Section 2.12 Surveys and Layout 5 Section 2.13 Errors, Omissions or Discrepancies 5 Section 2.14 Project Labor Rates 6 Section 2.15 Daily Reports 6 ARTICLE 3 INSPECTION AND ACCEPT CE Section 3.01 Access to the Work 6 Section 3.02 Notice for Testing 6 Section 3.03 Inspection of Work °7 Section 3.04 Inspection and Testing -7 Section 3.05 Defective or Damaged Work 7 Section 3.06 Acceptance 7 ARTICLE 4 CHANGES IN WO Section 4.01 Changes Section 4.02 Claims for Extra Work Section 4.03 Form of Change Orders ARTICLE 5 TIME OF COMPLETION Section 5.01 Time of Completion Rev 122018 ARTICLE 6 Section 6.01 Section 6.02 Section 6.03 • TICLE 7 Section 7.01 • TICLE 8 Section 8.01 • TICLE 9 Section 9.01 ARTICLE 10 TABLE OF CONTENTS Section 10.01 Section 10.02 Section 10.03 Section 10.04 Section 10.05 Section 10.06 Section 10.07 Section 10.08 Section 10.09 Section 10.10 TICLE 11 Section 11.01 Section 11.02 TICLE 12 Section 12.01 Section 12.02 Section 12.03 Section 12.04 Section 12.05 Section 12.06 Termination for Cause Termination for Convenience of Owner Owner's Right to do Work DISPUTES Disputes Procedure SUBCONT Subcontracting COORDINATION D COOPERATION Cooperation with Other Contractors PROTECTION OF RIGHTS, PERSONS Page 13 13 13 D PROPERTY Accidents and Accident Prevention 16 Adjoining Property 17 Emergencies 17 Bonds 17 Risks Assumed by tlie Contractor 18 Contractor's Compensation and Liability Insurance 18 Uability Insurance a the Owner 20 Ownes and ContraMor's Responsibilities for Fire and Extended Coverage Insurance Hazards Effect of Procurement of Insurance No Third Party Rights 20 21 21 USE OR OCCUPANCY PRIOR TO ACCEPT CE BY 0 ER Substantial Completion Occupancy Prior to Acceptance PAYMENT Provision of Payment Stored Materials & Equipment Retention Withholding Payments Documents and Conditions Precedent to Final Payment 25 Final Payment and Release 21 21 22 23 24 24 26 Rcv 12,2018 TICLE 13 Section 13.01 TICLE 14 Section 14.01 TICLE 15 Section 15.01 Section 15.02 Section 15.03 Section 15.04 Section 15.05 Section 15.06 Section 15.07 TICLE 16 Section 16.01 Section 16.02 Section 16.03 Section 16.04 ARTICLE 17 TICLE 18 TICLE 19 TICLE 20 Section 20.01 Section 20.02 Section 20.03 GU ST TABLE OF CONTENTS EXEMPTION Tax Exemption TEE Guarantee DA' PROVISIONS Provisions Required by Law Deemed Inserted Laws Governing the Contract Assignments No Third Party Rights Waiver of Rights of Owner Limitation on Actions Owner's Representative MINORITY D WOMEN BUSINESS ENTERPRISES ACCO CONT . , Definitions Participation by Minority and Women Business Enterprises MWBE Utilization Plan Reports and Records TING, INSPECTION D AUDIT CTOR PERFO ROYALTIES AND PATENTS CE EV UATION CONFIDENTIALITY D USE OF 0 ER'S N Release of Information Confidential Information Use of Owner's Name ARTICLE 21 CORNELL IVERSITY ST D • 11 S OF Page 26 27 27 27 27 28 28 28 28 28 28 29 29 30 30 30 31 31 31 ETHICAL CONDUCT 32 Rev 12.2018 IBITS A C Form I Form II Form III F G Change Order Documentation Instructions Construction Contract Change Order Request Construction Contract Change Order Summary Final Release Guarantee MWBE Utilization Plan Contractor's Affirmative Action Plan Affirmative Action Workforce' Report Labor Rate Breakdown Stored Materials Invoicing Documentation Contractor Performance Evaluation TICLE 1_-- INTERPRETATION OF CONTCT DOCUMENTS Section 1.01 - Owner A. The Owner is Cornell University as identified in the Agreement and referred to throughout the Contract Documents as the"Owner" or "Cornell University". B. Ownership of Documents: All drawings, specifications, computations, sketches, test data, survey results, photographs, renderings and other material relating to the Work, whether furnished to or prepared by the Contractor, are the property of Cornell University. The Contractor shall use such materials or information therefrom only in connection with the Work of this Contract. When requested, the Contractor shall deliver such materials to Cornell University. C. The Owner shall give all orders and directions contemplated under the Contract relative to the execution of the Work. The Owner shall determine the amount, quality, acceptability, and fitness of the Work and shall decide all questions which may arise in relation to said Work. The Owner's estimates and decisions shall be final except as otherwise expressly provided. D. Any differences or conflicts concerning performance which may arise between the Contractor and other Contractors performing Work for the Owner shall be adjusted and determined by the Owner. E. The table of contents, titles, captions, headings, running headlines, and marginal notes contained herein and in said documents is intended to facilitate reference to various provisions of the Contract Documents and in no way affect the interpretation of the provisions to which they refer. Section 1.02 Meaning and Intent of Specifications, Plans and Drawings The meaning and intent of all specifications, plans and drawings shall be determined in a manner approved by the Owner. Section 1.03 - Order of Precedence A. Should a conflict occur in or between or among any parts of the Contract Documents that are entitled to equal preference, the more expensive way of doing the Work, the better quality or greater quantity of material shall govern, unless the Owner otherwise so directs in writing. B. Drawings and specifications are reciprocal. Anything shown on the plans and not mentioned in the specifications, or mentioned in the specifications and not shown on the plans, shall have the same effect as if shown or mentioned in both. C. '' Requirements of reference standards form a part of these specifications to the extent indicated by the reference thereto. When provisions of reference standards conflict with provisions in these specifications, the specifications shall govern. Rev 12.2018 ARTICLE 2 -- CONT Section 2.01 - Contractor's Obligations CTOR A. The Contractor shall, in good workmanlike manner, perform all the Work required by the Contract within the time specified in the Contract. The Contractor shall comply with all terms of the Contract, and shall do, carry on, and complete the entire Work to the satisfaction of the Owner. 1. All labor for this project which is normally under the jurisdiction of one of the local unions as covered in the contract between the Tompkins -Cortland Building Trades Council, Maintenance Division and Cornell University shall be performed by Union labor, B. The Contractor shall furnish, erect, maintain, and remove such construction plant and such temporary Work as may be required. C. The Contractor shall provide and pay for all labor, material, tools, equipment, machinery, as well as utility connections, transportation, and all other facilities and services necessary for the proper execution and completion of the Work, except as otherwise specified elsewhere in the Contract Documents. D. Whenever a provision of the Specifications conflicts with agreements or regulations in force among members of trade associations, unions, or councils which regulate or distinguish what work shall or shall not be included in the work of a particular trade, the Contractor shall make all necessary arrangements to reconcile such conflict without delay, damage, or cost to the Owner and without recourse to the Architect or the Owner. In case progress of the Work is affected by undue delay in furnishing or installing items of material or equipment required under the Contract because of a conflict involving such agreement or regulations, the Owner or the Architect may require that other material or equipment of equal kind and quality be provided at no additional cost to the Owner. Section 2.02 - Contractor's Title to Materials A. The Contractor warrants that the Contractor has full, good and clear title to all matthals and supplies used by the Contractor in the Work, free from all liens, claims or encunibrances. B. All materials, equipment and articles which become the property of the Owner shall be new unless specifically stated otherwise. Section 2.03 - "Or Equal" Clause A. Whenever a material, article or piece of equipment or method is identified on the plans or in the specifications by reference to manufacturers' or vendors' names, trade name, catalogue number, or make, no others may be substituted. Any and all other "Or Equal" considerations will be handled under this Section in accordance with General Requirements, Section 01 25 00. 2 Rev 12.201 B. Where the Architect approves a product proposed by the Contractor and said proposed product requires a revision or redesign of any part of the Work covered by this Contract, or the Work covered by other contracts, all said revision or redesign, and all new drawings and details required therefor shall be provided by the Contractor and shall be approved by the Architect. All time spent by the Architect or its agents to evaluate the proposed substitution and or necessary engineering cost to accommodate the requested change shall be reimbursed to the Owner by the Contractor via the Change Order procedure. Section 2.04 - Quality, Quantity and Labeling A. The Contractor shall furnish materials and equipment of the quality and quantity specified in the Contract. Unless otherwise provided, all materials and articles incorporated into the work shall be new and of the most suitable grade of their respective kinds for the purpose. When required by the Contract Documents or when directed by the Owner, the Contractor shall supply the Owner's Representative, for their acceptance, full information concerning any material which the Contractor contemplates incorporating into the work. Materials and articles installed or used without such acceptance shall be at the risk of subsequent rejection. B. When materials are specified to conform to any standard, the Owner may require that the materials delivered to the Site shall bear manufacturer's labels stating that the materials meet said standards. C. The above requirements shall not restrict or affect the Owner's right to test materials as provided in the Contract. D. Whenever several alternative materials or items are specified by name or other particular reference for one use, the Owner's Representative may require the Contractor to submit in writing a list of the particular materials or items the Contractor intends to use before the Contract is executed. Section 2.05 - Superintendence by Contractor A. The Contractor shall employ a full-time effective, responsive and competent construction superintendent and necessary staff; the construction superintendent shall devote full time to the Work and shall have full authority to act for the Contractor at all times. The Contractor shall provide the Owner with the names and authority of such personnel in writing. B. If at any time the superintendent is not satisfactory to the Owner, the Contractor shall, if requested by the Owner, replace said superintendent with another superintendent satisfactory to the Owner. There shall be no change in superintendent without the Owner's approval. C. The Contractor shall remove from the Work any employee of the Contractor or of any Subcontractor when so directed by the Owner. 3 Rcv 122018 Section 2.06 - Subsurface or Site Conditions A. The Contractor acknowledges that it has assumed the risk and that the contract consideration includes such provision as the Contractor deems proper for all subsurface conditions as the Contractor could reasonably anticipate encountering from the provisions of the Contract Documents, borings, rock cores, topographical maps and such other information as the Owner made available to the Contractor or from their own inspection and examination of the site prior to tbe Owner's receipt of bids. B. In the event that the Contractor encounters subsurface physical conditions at tbe site differing substantially from those shown on or described or indicated in the Contract Documents and which could not have been reasonably anticipated from the aforesaid information made available by the Owner or from the Contractor's aforesaid inspection and examination of the site, the Contractor shall give immediate notice to the Owner of such conditions before they are disturbed. Such notice shall include probable cost and/or any impact to the schedule. The Owner will thereupon promptly investigate the conditions and if Owner finds that they do substantially differ from that which should have been reasonably anticipated by the Contractor, the Owner shall make such changes in the drawings and specifications as may be necessary and a change order shall be issued. Section 2.07 - Representations of Contractor The Contractor represents and warrants: A. That the Contractor is financially solvent and is experienced in and competent to perform the Work; B. That the Contractor is familiar with all Federal, State, or other laws, ordinances, orders, building codes, rules and regulations, which may in any way affect the Work; C. That any temporary and permanent Work required by the Contract can be safely and satisfactorily constructed. D. That the Contractor has carefully examined the Contract and the Site of the Work and that, from the Contractor's own investigations is satisfied as to the nature and location of the Work, the character, quality and quantity of surface and subsurface materials likely to be encountered, the character of equipment and other facilities needed for the performance of the Work, the general and local conditions, and all other materials or items which may affect the Work. The Contractor has correlated those observations with the requirements of the Contract Documents and has made all other investigations essential to a full understanding of the Work and the difficulties which may be encountered in performing the Work. Section 2.08 - Verifying Dimensions and Site Conditions A. The Contractor shall take all measurements at the Site and shall verify all dimensions and site conditions at the Site before proceeding with the Work. If said dimensions or conditions are found to be in conflict with the Contract, the Contractor immediately shall refer said conflict to the Owner. 4 Rcv 12.2018 B. During the progress of Work, the Contractor shall verify all field measurements prior to fabrication of building components and equipment, and proceed with the fabrication to meet field conditions. C. The Contractor shall consult all Contract Documents to determine exact location of all Work and verify spatial relationships of all Work. Any question concerning said location or spatial relationships shall be submitted in a manner approved by the Owner. D. Specific locations for equipment, pipelines, ductwork and other such items of Work, where not dimensioned on plans, shall be determined in consultation with the Owner and other affected Contractors and Subcontractors. E. The Contractor shall be responsible for the proper fitting of the Work in place. F. Should failure of the Contractor to perform services under this section result in additional costs to the Owner, the Contractor shall be responsible for such additional costs. Section 2.09 - Copies of Contract Documents for Contractors A. The Owner shall furnish to the Contractor, without charge, up to five (5) sets of Contracts Documents and one (1) set of reproducible sepias. B. Any sets in excess of the number mentioned above may be furnished to the Contractor at the cost of reproduction and mailing. C. All drawings, specifications, and copies thereof furnished by the Owner are the property of the Owner. They are not to be used on other work, and with the exception of the signed Contract Set, are to be returned to the Owner on request at the completion of the work. Section 2.10 - Meetings The Contractor and all subcontractors as requested shall attend all meetings as directed by the Owner or the Owner's Representative. Section 2.11 - Related Work The Contractor shall examine the Contract for related work to ascertain the relationship of said work to the Work under the Contract. Section 2.12 - Surveys and Layout Unless otherwise expressly provided in the Contract, the Owner shall furnish the Contractor all surveys of the property necessary for the Work, but the Contractor shall lay out the Work. Section 2.13 - Errors, Omissions or Discrepancies The Contractor shall examine the Contract thoroughly before commencing the Work and report in writing any errors or discrepancies to the Owner or the Owner's Representative. 5 Rev 12.2018 Section 2.14 - Project Labor Rates The Contractor shall submit to the Owner, for review and approval, within thirty (30) days after Contract is awarded all trade labor rates inclusive of fringe benefits, taxes, insurance for the duration of the individual craft agreement in accordance with Exhibit G. Revised rates shall be provided within thirty (30) days of signing any new agreements with the individual crafts during this project. Section 2.15 — Daily Reports The Contractor's Construction Superintendent shall submit a Daily Report to the Cornell University Project Manager or the Resident Field Engineer at the job site. Such reports shall, at a minimum, contain the following information: Name of Project Project Number Date of Report Weather Conditions Equipment on the site Contractors on site including name and number of employees on site for each contractor Work/area and activity for each contractor Overtime worked and planned work progress Environmental problems and corrections Other information, such as special events, occurrences, materials delivered, accidents or injuries, recommendations, suggestions, visitors, inspections, equipment start-up and check out, occupancy, etc. TICLE 3 -- INSPECTION Section 3.01 - Access to the Work D ACCEPTANCE The Owner and Architect, or their duly authorized representatives, assistants, or inspectors shall at all times and for any purpose have access to the work and the premises used by the Contractor, and the Contractor shall provide safe and proper facilities therefor. In addition, the Contractor shall, whenever so requested, give the Owner and Architect or their duly authorized representatives access to the proper invoices, bills of lading, specifications, etc., which may be required in determining the adequacy and/or quantity of materials used in completion of the work. Section 3.02 - Notice for Testing If the Contract Documents, laws, ordinances, rules, regulations, or orders of any public authority having jurisdiction require any work to be inspected, tested, accepted, or approved, the Contractor shall give the Owner timely notice of its readiness and of the date arranged so the Owner may observe such inspection, testing, or approval. The Contractor shall bear all costs of such inspection, tests, and approvals unless otherwise provided. 6 Rev 12.2018 Section 3.03 - Inspection of Work A. The Contractor will cooperate in all ways to facilitate the inspection and examination of the work. The inspections and examinations will be carried out in such a manner that the work will not be delayed. B. All Work, all materials whether or not incorporated in the Work, all processes of manufacturer, and all methods of construction shall be, at all times and places, subject to the inspection of the Owner and the Owner shall be the final judge of the quality and suitability of the Work. Any Work not approved by the Owner shall immediately be reconstructed, made good, replaced or corrected by the Contractor including all Work of other Contractors destroyed or damaged by said removal or replacement. C. Required certificates of inspection, testing, acceptance, or approval shall be secured by the Contractor and promptly delivered to the Owner. Section 3.04 - Inspection and Testing All materials and equipment used in the Work shall be subject to inspection and testing in accordance with accepted standards to establish conformance with specifications and suitability for uses intended, unless otherwise specified in the Contract. If any Work shall be covered or concealed without the approval or consent of the Owner, said Work shall, if required by the Owner, be uncovered for examination. If any test results are below specified minimums, the Owner may order additional testing. The cost of said additional testing, any additional professional services required, and any other expenses incurred by the Owner as a result of said additional testing shall be paid by the Contractor. Reexamination of any part of the Work may be ordered by the Owner, and if so ordered the Work must be uncovered by the Contractor. If said Work is found to be in accordance with the Contract, the Owner shall pay the cost of reexamination and replacement. If said Work is found not to be in accordance with the Contract, the Contractor shall pay the cost of reexamination and replacement. Section 3.05 - Defective or Damaged Work If, in the opinion of the Owner, it is undesirable to replace any defective or damaged materials or to reconstruct or correct any portion of the Work injured or not performed in accordance with the Contract, the compensation to be paid to the Contractor shall be reduced by an amount which, in the judgment of the Owner, shall be deemed to be equitable. Section 3.06 - Acceptance No previous inspection shall relieve the Contractor of the obligation to perform the Work in accordance with the Contract. No payment, either partial or full, by the Owner to the Contractor shall excuse any failure by the Contractor to comply fully with the Contract Documents. The Contractor shall remedy all defects, paying the cost of any damage to other Work resulting therefrom. 7 Rev 12 2018 ARTICLE 4 -- CHANGES IN WO ' Section 4.01 - Changes A. The Owner, without invalidating the Contract, may order changes within the general scope of the Contract and the Contractor shall promptly comply with such change orders. B. A change order is a written direction to the Contractor signed by the Owner, issued after execution of the Contract, authorizing a change in the Work, extra work, or an adjustment in the Contract price or time of performance. C. No claims for changes, extra work or additional time to complete the Contract or an adjustment in the Contract price shall be allowed unless such change is ordered in writing by the Owner. D. The Owner shall determine the amount by which the Contract consideration is to be increased or decreased by a change order by one (1) or more of the following methods: 1. By agreement with the Contractor. By applying the applicable price or prices previously bid and approved. (i) To the extent that Unit Prices are applicable, as determined by the Owner, work shall be priced and paid for or credited in accordance with such Unit Prices; except that a Unit Price shall not apply to any portion of work which is either reduced or increased by more than 25%, Said Unit Prices shall be valid for the duration of the project as applicable, unless stipulated elsewhere in the Contract Documents. (ii) For Unit Price items, additions and deletion of like items shall be algebraically summed and then multiplied by the applicable Unit Prices, For Direct Labor and Material items, all additions and deletions shall be algebraically summed for each subcontractor and then multiplied by the applicable markup. (iii) Unit Prices are for work complete, measured in place and cover profit and all other costs and expenses. Unit Prices include, without Inuit, all conditions of the contract and all general requirements such as layout, reproduction of Drawings and Specifications, testing and inspection, shop drawing and sample coordination, supervision (field and home office), small tools and expendable items, insurance, taxes, temporary facilities and services, including access and safety, "as - built" drawings, and general and administrative overhead and profit. Rev 12,2018 By estimating the fair and reasonable cost of: (i) Labor, including all wages, required wage supplements and insurance required by law paid to employees below the rank of superintendent directly employed at the Site. (iii) Equipment, excluding hand tools, which in the judgment of the Owner, would have been or will be employed exclusively and directly on the Work. When submitting change orders, equipment which is common to the project scope at hand is expected to be previously paid for as overhead / general conditions to the project. Special rental equipment or tools not common to the project that are required to perform the change order will be accepted as additional costs. By determining the actual cost of the extra work in the same manner as in Subsection 3 except the actual costs of the Contractor shall be used in lieu of estimated costs. Work performed by the Contractor: Where the Work, is performed directly by the Contractor by adding to the total of such estimated costs a sum equal to fifteen percent (15%) thereof. 1-k performed by a Subcontractor: Where the change order work is performed by a Subcontractor under contract with the Contractor, by adding a sum equal to fifteen (15%) of said costs for the benefit of said Subcontractor, and by adding for the benefit of the Contractor an additional sum equal to ten percent (10%) of said costs. 3. Work performed by a Sub -Subcontractor: Where work is performed by a Sub -Subcontractor, by adding the sum equal to fifteen percent (15%) of said costs for the benefit of said Sub -Subcontractor, by adding for the benefit of the Subcontractor an additional sum equal to five percent (5%) of said cost and by adding for the benefit of the Contractor an additional sum equal to five percent (5%) of said cost. The maximum aggregate of all mark-up percentages may not exceed twenty five percent (25%). No Ma On Bonds and Insrrrarice Costs: Change Order cost adjustments due to increases or decreases in bond or insurance costs (if applicable) shall not be subject to any Markup Percentage. Overtime iry No mark-up shall be paid on the premium portion of overtime pay. Rev 12.2018 I it ct artd Indir ct Costs Covered y Markup Percentages: As a further clarification, the agreed upon Markup Percentage is intended to cover the Contractor's profit and all indirect costs and expenses associated with the change order work. Items intended to be covered by the Markup Percentage include, without limit: home office expenses, branch office and field office overhead expense of any kind; project management; superintendents, general foremen; estimating, engineering; coordinating; expediting; purchasing; _ detailing; legal, accounting, data processing or other administrative expenses; reproduction of drawings and specifications; shop drawings and sample coordination; "as -built" drawings; permits; auto insurance and umbrella insurance; pick-up truck costs; parking permits; cellular phones; testing and inspection; temporary facilities; access and safety provisions; and warranty expense costs. The cost for the use of small tools and/or tools already in use on site are also to be considered covered by the Markup Percentage. Small tools shall be defined as tools and equipment (power or non -power) with an individual purchase cost of less than $750 duct Chan_c Orde rid Net Deduct Changes; The application of the markup percentage will apply to both additive and deductive change orders. In the case of a deductive change order, the credit will be computed by applying the percentage so that a deductive change order would be computed in the same manner as an additive change order. In those instances where a change involves both additive and deductive work, the additions and deductions will be netted and the markup percentage adjustments will be applied to the net amount F. Regardless of the method used by the Owner in determining the value of a change order, the Contractor, within thirty (30) calendar days after a request for the estimate of value shall submit to the Owner a detailed breakdown of the Contractor's estimate, including all subcontractors details, of the value of the Change Order Work, in the format detailed in " Exhibit A. Each submission shall include an electronic .pdf format of all documentation. G. Unless otherwise specifically provided for in a change order, the compensation specified therein includes a full payment for both the Work coveredby the order and for any damage or expense incurred by the Contractor by any delays, including any delays to other Work to be done under the Contract resulting from said change order. The Contractor waives all rights to any other compensation for said damage or expense. H. The Contractor shall furnish satisfactory bills, payrolls and vouchers covering all items of cost and when requested by the Owner shall give the Owner access to accounts and records relating thereto. Section 4.02 — Claims for Extra Work If the Contractor claims (i) that any work it has been ordered to do is extra work or (ii) that it has performed or is going to perform extra work or (iii) that any action or omission of the Owner or the Architect is contrary to the terms and provisions of the Contract, the Contractor shall: A. Promptly comply with such order; B. Notwithstanding the provisions of this Agreement, Article 4 of these General Condition and any other provisions of the Contract documents to the contrary, file with the Owner, within fourteen (14) calendar days after being ordered to perform the work claimed by it to be extra work or within fourteen (14) calendar days after commencing performance of the extra work, whichever date shall be the earlier, or within fourteen (14) calendar days after the said action or omission on the part of the Owner or the Architect occurred, a written notice of the basis of its claim and request a determination thereof; C. Notwithstanding the provisions of this Agreement and any other provisions of the Contract documents to the contrary, file with the Owner, within thirty (30) calendar days after said alleged extra work was required to be performed or said alleged extra work was commenced, whichever date shall be the earlier, or said alleged action or omission by the Owner or the Architect occurred, a verified detailed statement, with documentary evidence, of the items and basis of its claim; D. Produce for the Owner's examination, upon notice from the Owner, all its books of account, bills, invoices, payrolls, subcontracts, time books, progress records, daily reports, bank deposit books, bank statements, checkbooks and cancelled checks, showing all of its actions and transactions in connection with or relating to or arising by reason of its claim, and submit persons in its employment and in its subcontractors' employment for examination under oath by any person designated by the Owner to investigate any claims made against the Owner under the Contract, such examination to be made at the offices of the Contractor; and E. Proceed diligently, pending and subsequent to the deten-nination of the Owner with respect to any such disputed matter, with the performance of the Contract and in accordance with all instructions of the Owner and the Architect. F. The Contractor's failure to comply with any or all parts of Section 4.02 shall be deemed to be: (i) a conclusive and binding determination on its part that said order, work, action or omission does not involve extra work and is not contrary to the terms and provisions of the Contract; and (ii) a waiver by the Contractor of all claims for additional compensation or damages as a result of said order, work, action or omission. The provisions of Section 4.02 is to promptly afford the Owner opportunity to cancel or revise any order, change its plans, mitigate or remedy the effects or circumstances giving rise to a claim or take such other action as may seem desirable and to verify any claimed expenses or circumstances as they occur. Compliance with such provisions is essential whether or not the Owner is aware of the circumstances of any order or other circumstances which might constitute a basis for a claim and whether or not the Owner has indicated it will consider a claim in connection therewith. G. No person has power to waive or modify any of the foregoing provisions and, in any action against the Owner to recover any sum in excess of the sum certified by the Owner to be due under or by reason of the Contract, the Contractor must allege in its complaint and prove compliance with the provisions of this Section. 11 Rev 12.2018 Section 4.03 - Form of Change Orders Allchange orders shall be processed, executed and approved via the Owner's E -Builder Change Order Process. No payment for change order Work shall be due the Contractor unless a change order has been issued and approved as noted above. �, ■ I -- TIMiOF COMPLETION Section 5.01 - Time of Completion A. The Work shall be commenced at the time stated in the written order of the Owner and shall be completed no later than the date of completion specified in the Contract. All required overtime to maintain progress schedule is included in the Base Bid. B. The date of beginning and the time for completion of the Work, as specified in the Contract, are essential conditions, of the Contract. C. The Work shall be prosecuted diligently at such rate of progress as shall insure full completion` within the time specified. It is expressly understood and agreed, that thetimeforthe completion of the Work described herein is a reasonable time, taking into consideration the average climatic range and usual business and labor conditions prevailing in the locality of the Site. D. Time is of the essence on each and every portion of the Work. In any instance in which additional time is allowed for the completion of, any Work, the new time of completion established by said extension shall be of the essence. If in the Architect's or Owner's judgment, it becomes necessary at any time during construction to accelerate and/or complete certain areas of the project, the Contractor shall concentrate efforts and manpower- on designated areas. E. Where Work occurs within occupied areas, perform same only on approved schedule, so as not to interfere with normal operation of occupied areas. F. The Contractor shall not be charged with damages or any excess cost if the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the Owner. The Contractor shall not be charged with damages or any excess cost for delay in completion of the work if the Owner determines that the delay is due to: any preference, priority or allocation order duly issued by the Government of the United States or the State of New York; unforeseeable cause beyond the control and without the fault or negligence of the Contractor, and approved by the Owner, including, but not limited to, acts of God or of public enemy, acts of the Owner, fires, epidemics, quarantine, restrictions, strikes, freight embargoes and unusually severe weather. 12 Rev 12.2018 G. The time for completion can only be extended by change order and may be extended for: I , all of the Work, or 2, only that portion of the Work altered by the change order H. Any claim for extension of time shall be made in writing to the Owner not more than ten (10) days after the commencement of the delay; otherwise it shall be waived. ARTICLE 6 -- TE Section 6.01 - Termination for Cause INATION In the event that any provision of this Contract is violated by the Contractor or by any Subcontractor of the Contractor, the Owner may serve written notice upon the Contractor, and upon the Contractor's surety, if any, of the Owner's intention to terminate the Contract. The notice shall briefly state the reasons for the termination and shall specify a termination date. If arrangements satisfactory to the Owner are not made to remove and remedy the violation, the Contract shall terminate upon the date specified by the Owner in the notice. In the event of termination, the Owner may take over and complete the Work at the expense of the Contractor. The Contractor and Contractor's surety shall be liable to the Owner for all costs thereby incurred by the Owner. In the event of such termination the Owner may take possession of and may utilize such materials, appliances, and plant as may be located on the Site and which may be necessary or useful in completing the Work. Section 6.02 - Termination for Convenience of Owner The Owner, at any time, may terminate the Contract in whole or in part. Any said termination shall be effected by delivering to the Contractor a notice of termination specifying the extent to which performance of Work under the Contract is terminated and the date upon which said termination becomes effective. Upon receipt of the notice of termination, the Contractor shall act promptly to minimize the expenses resulting from said termination. The Owner shall pay the Contractor for costs actually incurred by the Contractor up to the effective date of said termination, but in no event shall the Contractor be entitled to compensation in excess of the total consideration of the Contract. In the event of said termination the Owner may take over the Work and prosecute same to completion. Section 6.03 - Owner's Right to do Work The Owner may, after notice to the Contractor, without terminating the Contract and without prejudice to any other right or remedy the Owner may have, perform or have performed by others all of the Work or any part thereof and may deduct the cost thereof from any monies due or to become due the Contractor. 13 Rev 12.2018 'FICLE 7 -- DISPUTES Section 7.01 - Disputes Procedure A. If the Contractor claims that any Work which the Contractor has been ordered to perform will be Work which should have been authorized or directed by change order, or that any action or omission of the Owner is contrary to the terms of the Contract, the Contractor shall: 1. File a notice with the Owner which sets forth the basis of the Contractor's claim and requests a resolution of the dispute. Such notice shall be filed within fifteen (15) working days after being ordered to perform the disputed work or within fifteen (15) working days after commencing performance of the disputed work, whichever is earlier, or within fifteen (15) working days after the act or omission of the Owner which the Contractor claims is contrary to the terms of the Contract. 2. Proceed diligently with the performance of the work in accordance with the instructions of the Ovvner pending the resolution of the dispute by the Owner. 3. Promptly comply with the order of the Owner regarding the disputed matter. 4, Any such decision, or any other decision of the Owner in respect to a dispute, shall be final unless the Contractor, vvithin ten (10) worldng days after such decision, sha,11 deliver to the Owner a verified written statement which sets forth the Contractor's contention that the decision is contrary to a provision of the contract. Pending the decision of the Owner, the Contractor shall proceed in accordance with the original decision. The Owner shall determine the validity of the Contractor's claim and such determination shall be final. The Contractor rnay file a notice with the Owner reserving its rights in connection with the dispute but shall comply with the Ovvner's decision and complete the work as directed. B. No claim for additional costs regarding changed or extra work shall be allowed unless the work was done pursuant to a written order of the Owner. C. The value of claims for extra work, if allowed, shall be determined by the methods described in the Contract. Refer to Article 4 of these General Conditions. D. to be: The Contractor's failure to comply with any or all parts of Article 7 shall be deemed a conclusive and binding determination on the part of the Contractor that the order, work, action or omission is not contrary to the terms and provisions of the Contract; 2. a waiver by the Contractor of all claims for additional compensation, time extension, or damages as a result of said order, work, action or omission. 14 Rev 12,2018 TICLE 8 — SUBCONT Section 8.01 - Subcontracting A. The Contractor may utilize the services of Subcontractors. B. The Contractor shall submit to the Owner, in writing, the name of each proposed Subcontractor and Sub -Subcontractor, as required by the Contract. The Contractor shall not award any Work to any Subcontractor or Sub -Subcontractor without the prior written approval of the Owner. C. The Contractor shall be fully responsible for the Work, acts and omissions of Subcontractors, and of persons either directly or indirectly employed by Subcontractors. D. The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the Work to bind Subcontractors to the Contractor by the terms of the Contract insofar as applicable to the Work of Subcontractors, indemnification and to give the Contractor the same power to terminate any subcontract that the Owner may exercise over the Contractor. E. The Contractor's use of Subcontractors shall not diminish the Contractor's obligation to complete the Work in accordance with the Contract. The Contractor shall control and coordinate the Work of Subcontractors. F. Nothing contained in the Contract shall create any contractual relationship between Subcontractors and the Owner. TICLE 9 -- COO 9 11 INAnON AND COOPERA°110N Section 9.01 - Cooperation with Other Contractors A. Normally, the Work will be performed by a single Contractor. However, the Owner reserves the right to perform work related to the Work with its own forces or award separate contracts. In that event, the Contractor shall coordinate its operations with the Owner's forces or separate Contractors. B. The Owner cannot guarantee the responsibility, efficiency, unimpeded operations or performance of any contractor. The Contractor acknowledges these conditions and shall bear the risk of all delays including, but not limited to, delays caused by the presence or operations of other contractors. C. The Contractor shall keep informed of the progress and workmanship of other contractors and shall notify the Owner immediately of lack of progress or defective workmanship on the part of other contractors where said delay or defective workmanship may interfere with the Contractor's operations. D. Failure of a Contractor to keep so informed and failure to give notice of lack of progress or defective workmanship by others shall be construed as acceptance by the Contractor of said progress and workmanship as being satisfactory for proper coordination with the Work. 15 Rev 12.2018 E. If the Contractor notifies the Owner, in writing, that another contractor on the Site is failing to coordinate the work of said contractor with the Work, the Owner shall investigate the charge. If the Owner finds it to be true, the Owner shall promptly issue such directions to the other contractor with respect thereto as the situation may require. The Owner shall not be liable for any damages suffered by the Contractor by reason of the other contractor's failure to promptly comply with the directions so issued by the Owner, or by reason of another contractor's default in performance. F. If the Owner shall determine that the Contractor is failing to coordinate the ork with the work of other contractors as the Owner has directed: 1. the Owner shall have the right to withhold any payments due under the Contract until the Owner's directions are complied with by the Contractor; and 2. the Contractor shall indemnify and hold the Owner harmless from any and all claims or judgments for damages and from any costs or damages to which the Owner may be subjected or which the Owner may suffer or incur by reason of the Contractor's failure promptly to comply with the Owner's directions. G. Should the Contractor sustain any damage through any act or omission of any other contractor having a contract with the Owner or through any act or omission of any Subcontractor of said other contractor, the Contractor shall have no claim against the Owner for said damage. H. Should any other contractor having a Contract with the Owner sustain damage through any act or omission of the Contractor or its Subcontractor, the Contractor shall reimburse said other contractor for all said damages and shall indemnify and hold the Owner harmless from all said claims. TICLE 10 -- PROTECTION OF RIGHTS PERSONS D PROPERTY Section 10.01 - Accidents and Accident Prevention A. The Contractor shall at all times take reasonable precautions for the safety of persons engaged in the performance of the work. The Contractor shall comply fully with all applicable provisions of federal, state, and local law. The Contractor alone shall be responsible for the safety, efficiency and adequacy of the Contractor's Work, plant, appliances and methods, and for any damage which may result from the failure or the improper construction, maintenance, or operation of said Work, plant, appliances and methods. B. The Contractor shall maintain an accurate record of all cases of death, occupational disease, and injury requiring medical attention or causing loss of time from work, arising out of or in the course of employment on Work under the Contract, and shall immediately notify the Owner in writing of any injury which results in hospitalization or death, or significant near miss incidents that had the potential to result in serious injury or death. The Contractor shall upload all completed Contractor and Subcontractor incident investigation forms and reports within five (5) working days of the incident. The report shall include the extent of damage or injury, the persons involved and their employers, the number of days persons are hospitalized, and any other pertinent information required by Cornell University. Such reporting shall be submitted on the e -Builder Accident Form. 16 Rev 12.2018 C. The Contractor shall provide to the Project Manager, Material Safety Data Sheets (OSHA Form 20 or the equivalent) for all chemicals to be used on site. All chemicals requiring any precautionary measures (eg. special storage or disposal requirements, personal protective equipment, or additional ventilation), shall be brought to the attention of Cornell University for review and approval, prior to their use on site. D. All chemicals brought on site by the Contractor shall be clearly labeled. The label :. shall state the identity of the chemical, any associated hazards, and the Contractor's naive. All Contractor employees who are using chemicals shall be made aware of the hazards associated with their use. Safe chemical handling procedures in accordance with OSHA or , other governmental agencies, and manufacturer's recommendations shall be used at all times. The Contractor shall dispose of all chemicals in accordance with EPA and Cornell University requirements, regardless of the size of the container or the quantity of waste, and must receive prior approval of Cornell University. A Contractor's Waste Material Disposal Plan form is required (with or without waste) to be submitted with submission of the first payment. The form can be found at: // ehs comell edui n\' lid-waste/con, irraste l' �rcli>Ittlt:aspx The Contractor shall be responsible for the initiation, maintenance and supervision of safety precautions and programs in connection with the Work. E. The Contractor shall, at all times, guard the Owner's property from injury or loss in connection with the Work. The Contractor shall, at all times, guard and protect the Contractor's Work. The Contractor shall replace or make good any said loss or injury unless said loss or injury is caused directly by the Owner. F. The Contractor shall have full responsibility to install, protect and maintain all materials and supplies in proper condition and forthwith repair, replace and make good any damage; thereto until Final Acceptance. Section 10.02 - Adjoining Property A. The Contractor shall be required to protect all the adjoining property and to repair or replace any such properties damaged or destroyed by the Contractor, its employees or subcontractors thereof, by reason of, or as a result of activities under, for or related to the Contract. Section 10.03 - Emergencies A. In case of an emergency which threatens loss or injury to persons or property, the Contractor will be allowed to act, without previous instructions from the Owner, in a diligent manner, to the extent required to avoid or limit such loss or injury, and the Contractor shall notify the Owner immediately thereafter of the action taken. 17 Rev 12.2018 Section 10.04 Bonds A. Before commencing the performance of any work covered by the Contract, the Contractor shall furnish to the Owner any required Bonds. The failure of the Contractor to supply the required Bonds within ten (10) days after the Contract signing shall constitute a default. Section10.05 - Risks Assumed by the Contractor A. Indemnification. The Contractor shall defend, indemnify and hold harmless the Owner and its trustees, officers, agents and employees from and against all claims, damages, losses, fines, and, expenses, including reasonable attorneys' fees, arising out of or resulting from the performance of the work including, but not limited to, bodily or personal -injury, sickness, disease, death, or injury or damage to tangible property, to the extent they arise out of or result from: 1. any negligent act or omission, or intentional or willful misconduct, violation of law, or breach of this, Contract by the Contractor, or any of its subcontractors, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, or 2. any injury to an employee of theContractor, its subcontractors, anyone directly or indirectly employed by them. The indemnification obligation under this section shall not be limited by the amount or type of damages, compensation or benefits payable by or for. the Contractor under workers' compensation, disability benefit or other employee benefit laws. B. In the event that Contractor is requested but refuses to honor its indemnification obligations hereunder, then the Contractor shall, in addition to all other obligations, pay the cost, including reasonable attorneys' fees, of bringing an action to enforce such 'indemnification obligations. C. Neither the Owner's final acceptance of the work to be performed hereunder nor the making of any payment shall release the Contractor from its obligations under this Section. The enumeration elsewhere in the Contract of particular risks assumed by the Contractor or of particular claims for which the Contractor is responsible shall not be deemed, to limit the effect of the provisions of this Section or to imply that the Contractor assumes or is only responsible for risk or claims of the type enumerated. Section 10.06 - Contractor's Compensation and Liability Insurance A. The Contractor shall procure and maintain, at its own cost and expense, until final acceptance by the Owner of all the work covered by this Contract, the following kinds of insurance: 1. Worker's Co etisation lnsurance. A policy complying with the requirements of the laws of the State of New York and any other laws that may be applicable thereto, including Coverage B - Employer's Liability with a limit of not less than $1,000,000. 18 Rev 12.2018 2. Contractor's Comprehensive General Liabilit Insurance. A standard comprehensive general liability insurance policy, with contractual, completed operations, explosion, collapse and underground property damage coverage's issued to and covering the liability of the Contractor for all work and operations under this Contract, all obligations assumed by the Contractor under this Contract and all damage to work performed by subcontractors on your behalf. The Contractor shall provide Broad Form Comprehensive General Liability Insurance, and the Owner shall be an additional insured in the policy. The policy shall include cross liability coverage and shall be endorsed to indicate that it is primary coverage. The completed operations coverage's shall be maintained for not less than two years after acceptance of the work. The coverage under such policy shall be not less than a combined single limit for Bodily Injury and Property Damage as follows, or such limits carried by the Contractor, whichever is greater: BODILY INJURY D PROPERTY DAMAGE LIABILITY IBROAII FORM) $ 5,000,000 Each Occurrence $ 5,000,000 Aggregate 3. Automobile Liability insurance. A policy covering the use in connection with the work covered by the Contract Documents of all owned, non -owned and hired vehicles bearing, or, under the circumstances under which they are being used, required by the Motor Vehicle Laws of the State of New York to bear license plates. The coverage under such policy shall be not less than a combined single limit for Bodily Injury and Property Damage of: BODILY INJURY AND PROPERTY DAMAGE LIABILITY $ 1,000,000 Each Person $ 1,000,000 Each Accident B. In addition to maintaining all of the above insurances, the Contractor shall indemnify and hold harmless the Owner and its agents and employees from and against liability, including additional premium due because of the Contractor's failure to maintain coverage limits as required under this section. C. Insurance similar to that required of the Contractor shall be provided by or on behalf of all subcontractors to cover their own operations performed under this Contract. The Contractor shall be held responsible for any modifications in these insurance requirements as they apply to subcontractors. 19 Rev 12.2018 D. Before commencing the performance of any work covered by the Contract, the Contractor shall furnish to l the Owner a current certificate or certificates, in duplicate, of the insurance required under the foregoing provisions including copies of subcontractor's certificates. Such certificates shall be on a form prescribed by the Owner, shall list the various coverage's and shall contain, in addition to any provisions hereinbefore required, a provision that the policy shall not be changed or cancelled and that it will be automatically renewed upon expiration and continued in force until final acceptance by the Owner of all the work covered by the Contract, unless the Owner is given thirty (30) days written notice to the contrary. Upon renewal of each of the Contractor's insurance coverage's, the Owner shall be provided with a new certificate of insurance showing such renewal. Certificates and written notices shall be directed to the Office of Facilities Contracts. The Contractor shall furnish the Owner with, a certified copy of each policy including any and all exclusions to such policy. E. If at any time any of the above required insurance policies should be cancelled, terminated or modified so that insurance is not in effect as above required, then, if the Owner shall so direct, the Contractor shall suspend performance of the work covered in the Contract. If the said work is so suspended, no extension of time shall be due on account thereof. The Owner may, at its option, obtain insurance affording coverage equal to that above required,at the Contractor's expense. Section 10.07 - Liability Insu A. The Owner, at its own cost and expense, shall procure and maintain such liability insurance as will, in its opinion, protect the Owner from its contingent liability to others for damages because of bodily injury, including death, and property damage which may arise from operations under this Contract. Section 10.08 - Owner's and Contractor's Responsibilities for Fire and Extended Coverage Insurance Hazards A. The Contractor shall purchase and maintain in force a builders risk insurance policy on the entire work. Such insurance shall be written on a completed value form and in an amount equal to the initial contract sum and modified by any subsequent modifications to the contract sum. The insurance shall name Cornell University and the State of New York, all subcontractors and sub- subcontractors. The insurance policy shall contain a provision that the insurance will not be cancelled or allowed to expire until the Contractor has given at least thirty (30) days prior written notice to Cornell University. The insurance shall cover the entire work at the site, including reasonable compensation for Architect's services and expenses made necessary by an insured loss. Insured property shall include portions of the work located away from the site and in transit to the site. The policy shall cover the cost of removing debris and demolition as may be legally necessary. The policy shall cover any boiler or machinery loss which may be suffered during installation and until final acceptance. The insurance required shall be written to cover "all risk" of physical loss including a loss due to collapse. Any deductible shall be the responsibility of the Contractor but in no case shall the deductible be more than $10,000 unless Cornell University has agreed to a higher deductible. The Contractor shall provide to Cornell University a certificate of insurance and a summary of coverage's including all endorsements and exclusions prior to commencement of the work. Once the policy is received, the Contractor shall provide a copy of such policy to Cornell University. There shall be a mutual waiver of recovery between Cornell University, the Contractor and all other parties to the extent such losses are covered by the builders risk policy. If Cornell University wishes to occupy the building prior to final acceptance and if the policy contains a provision which limits coverage for such partial occupancy, the parties agree work together to obtain consent of the insurance company for such partial occupancy or use under mutually acceptable terms. B. Losses, if any, under such insurance shall be payable to the Owner. C. The Contractor shall be responsible for any and all loss of materials connected with the construction due to unexplainable disappearance, theft or misappropriation of any kind or nature. D. The foregoing provisions shall not operate to relieve the Contractor and subcontractors of responsibility for any loss or damage to their own or rented property or property of their employees, of whatever kind or nature, or on account of labor performed under the Contract incidental to the repair, replacement, salvage, or restoration of such items, including but not limited to tools, equipment, forms, scaffolding, and temporary structures, including their contents, regardless of ownership of such contents, except for such contents as are to be included in and remain a part of the permanent construction. The Owner shall in no event be liable for any loss or damage to any of the aforementioned items, or any other property of the Contractor, subcontractors and the Architect, or employees, agents, or servants of same, which is not to be included in and remain a part of the permanent construction. The Contractor and subcontractors severally waive any rights of recovery they may have against the Owner and the Architect for damage or destruction of their own or rented property, or property of their employees of whatever kind or nature. 21 Rev 12.2018 Section 10:09 - Effect of Procurement of Insurance A. Neither the procurement nor the maintenance of any type of insurance by the Owner or the Contractor shall in any way be construed or be deemed to limit, discharge, waive or release the Contractor from any of the obligations and risks imposed upon the Contractor by the Contract or to be a limitation on the nature or extent of such obligations and risks. Section 10.10 - No Third Party Rights A. Nothing in the Contract shall create or give to third parties; any claim or right of action against the Contractor, the Architect, and the Owner beyond such as may legally; exist irrespective of the Contract. ARTICLE -- USE ORO C i' PRI III"I" ACCEPTANCE BY 0 ER Section 11.01 Substantial Completion A. The term "substantial completion" means the completion of the Work to the exten that Cornell University may have uninterrupted occupancy or use of the facility or specified portion thereof for the purpose for which intended. The Contractor shall obtain all certificates of occupancy required prior to occupancy, and any electrical, mechanical and plumbing certificates, or other certificates or, required approvals and acceptances by City, County, and State governments or other authority having jurisdiction. Section 11.02 - Occupancy Prior to Acceptance A. If, before Final Acceptance, the Owner desires Beneficial Occupancy of the Work, or any part thereof, which is completed or partly completed, or to place or install therein equipment and furnishings, the Owner shall have the right to do so, and the Contractor shall in no way interfere with or object to said Beneficial Occupancy by the Owner. B. Said Beneficial Occupancy (1) shall not constitute acceptance of space, systems, materials or elements of the Work, nor shall said Beneficial Occupancy affect the start of any guarantee period, and (2) shall not affect the obligations of the Contractor for Work which is not in accordance with the requirements of the Contract or other obligations of the Contractor under the Contract. C. The Contractor shall continue the performance of the Work in a manner which shall not unreasonably interfere with said use, occupancy and operation by the, Owner., CI„, 12 -- PAY ;` INI" Section 12.01 - Provision for Payment A. The Owner agrees to pay the Contract Price to the Contractor for the performance of this Contract and the fulfillment of all the Contractor's obligations. The Contract Price means all costs reimbursable under the Contract Documents. 22 Rev 12.2018 B. The final certificate of the Architect shall certify that the Contract has been completed within the stipulated time, and shall not be issued until all drawings and specifications have been returned to the Owner. The issuance of said certificates, however, or any payments made thereon shall not lessen the total responsibility of the Contractor to complete the work to the satisfaction of the Owner in accordance with the Contract. C. Payments on the Contract Price shall be made each month as the work progresses in accord with the following procedure: 1. The Contractor's schedule of values, including quantities, aggregating the total Contract Price, divided so as to facilitate payments to subcontractors as specified herein, shall be the basis for monthly progress payments. This schedule, as shown in the E -Builder Schedule of Values Process, when approved by the Owner shall be used as a basis for progress payments. In applying for payments, the Contractor shall submit a statement based upon this approved schedule. 2. (a) On a date agreed upon by the Owner, Architect, and Contractor, a meeting shall be held by the Owner to review the work completed and materials on hand. This meeting shall review each item to be submitted by the Contractor in the requisition for payment. (b) On the first day of each month, or as soon thereafter as practicable, the Contractor shall submit via the E -Builder Payment Application Process, a statement and all applicable documentation setting forth in detail the cost of the work done and materials delivered to the job site up to and including the last day of the previous month and shall make application for payment of ninety percent (90%) of the amount of said statement, less the aggregate of all previous payments made by the Owner against the Contract Price. (c) Each statement and application shall be accompanied by an affidavit, executed by the Contractor, certifying that the statement is true and correct, and that all bills for labor, and materials incorporated in or delivered to the job, due and payable at the time of the preceding progress payment, have been paid. The Contractor shall attach a single .pdf file of certified payrolls for all employees on the project as indicated in the E - Builder Payment Application Process. Before final payment is made, the Contractor shall submit evidence that all payrolls, material bills and other indebtedness incurred in connection with the Contract have been paid, including final waivers of any liens. 3. Each such application for payment shall be subject to the review and approval of the Architect. If the Architect finds that the affidavit and application for payment are acceptable and that all the above requirements in connection therewith have been complied with, the Architect shall, within seven (7) calendar days after receiving such application for payment, certify to the Owner that the payment applied for is due and payable to the Contractor. 23 Rev 12.2018 4. The issuance of a Certificate for Payment constitutes a representation by the Architect to the Owner, based on the date of the Application for Payment, that the work has progressed to the point indicated, that, to the best of their knowledge, information, and belief, the quality of the work is in accordance with the Contract Documents and that the Contractor is entitled to payment in the amount certified. The Owner shall make payment in the manner provided in the Agreement within thirty (30) calendar days of receipt of the approved Certificate in E -Builder. Approval of the Payment Application by the Architect shall not be deemed to represent that the Architect has made exhaustive or continuous on-site inspections to check the quality or quantity of the work or that the Architect has reviewed the construction means, methods, techniques, sequences, or proceedings or that the Architect has made any examination to ascertain how or for what purpose the Contractor has used the monies previously paid on account of the Contract Sum. Section 12.02 — Stored Materials & Equipment A. The Contractor may submit, no more than thirty (30) calendar days after contract approval and prior to the first application for payment, a written request to Cornell University for permission to invoice for critical materials and equipment ready, but not yet incorporated into the work. For the purpose of this paragraph, "critical materials and equipment" eligible for payment are defined as those items affecting project schedule or budget as determined by Cornell University's evaluation of the project schedule. This includes finished goods normally shipped to the job site in a condition ready for incorporation into the work that require significant time for delivery. Raw materials or work -in -process at a manufacturer's plant location shall not be eligible for such consideration unless the Contractor can demonstrate that Cornell University can save money by purchasing material in bulk quantities at the beginning of the project. B. Cornell University will be under no obligation to accept such requests. C. Payment authorized by Cornell University for such "long -lead" critical materials and equipment not yet incorporated in the work will be made provided the Contractor submits Exhibit H and complies with the following: 1. Items shall be listed in the "Total Materials Presently Stored" column on the Application for Payment. 2. Transfer of Title shall be executed and included in the Application for Payment. The method used to store off-site items shall be described in the Contractor's request to invoice for such materials and equipment. Cornell University shall give prior approval of the location of off-site storage. Items requiring special environmental conditions to protect their integrity (temperature, humidity, etc.) shall be continuously stored in such an environment. 24 Rev 12.2018 Items in storage shall be identified as property of Cornell University, and a description of the identification method used shall be submitted in the Application for Payment. Contractor shall maintain all necessary insurance on items in storage. A written and photographic inventory of items and method used to verify such inventory, including Contractor's certification that all quantities have been received in good condition at the job site or other location acceptable to Cornell University shall be submitted with the Application for Payment. A copy of the vendor's invoice is included with the Contractor's invoice. Packing lists will not be accepted. D. Cornell University retains the right to verify storage by physical inspection prior to payment approval and at any time thereafter. Such payment shall not relieve the Contractor of the responsibility for protecting, safeguarding, and properly installing the equipment or materials. The Warranty and Guarantee period shall not commence until installation and final acceptance of the completed work by Cornell University. The Contractor shall bear the cost of transporting materials stored off-site to the site E. Each subsequent invoice will restate the prior months' materials and equipment not incorporated in the Work and current month additions and deletions for materials and equipment incorporated into the Work. F. Upon the making of partial payment by Cornell University, all work, materials, and equipment covered thereby shall become the sole property of Cornell University. Partial payments, however, shall not constitute acceptance of the Contractor's work by Cornell University, nor be construed as a waiver of any right or claim by Cornell University. Section 12.03 — Retention A. Retention in the amount of ten percent (10%) of the value of the work done and materials furnished and installed under this Agreement shall be retained by the Owner as part security for the faithful performance of the Contractor's work within the time specified, and shall be paid as indicated in Section 12.06. B. Cornell University in its sole discretion may, upon the Contractor's application thereof, release retention applicable to a subcontractor, provided that there are no outstanding claims associated with the subcontractor's work and the subcontractor and Contractor submit an acceptable partial or final release when submitting the payment application process. If the project is bonded, a Consent of Surety to the reduction must be attached as well. 25 Rev 12.2018 Section 12.04 - Withholding Payments A. The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or a part of any Certificate to such extent as may be necessary to protect the Owner from loss on account of: 1. Defective work not remedied. To assure payment of just claims of any persons supplying labor or materials for the work and to discharge any lien filed against the Owner's property. A reasonable doubt that the Contract can be completed for the balance of the Contract Price then unpaid. 4. Damage to another Contractor, 5. Unsatisfactory prosecution of the work by the Contractor, 6. Failure to provide and maintain an acceptable Critical Path Method Network Schedule. Section 12.05 — Documents and Conditions Precedent to Final Payment A. As -Built Documentation Prior to acceptance by the Owner of all work covered by the Contract, the Contractor shall furnish to the Owner through the Architect one (1) set of current reproducible full-size Contract Drawings on which the Contractor has recorded in a neat and workmanlike manner all instances where actual field construction differs from work as indicated on the Contract Drawings. B. Final Documentation: Prior to final payment, and before the issuance of a final certificate for payment in accordance with the provisions of these General Conditions, file the following documents with the Owner. arranties, Bonds, Service & Maintenance Contracts and any other extended guarantees stated in the technical sections of the Specifications. b. Release or Waiver of Lien for the Contractor and Sub -Contractors in accordance with Exhibit C, attached hereto. c. Project Record Documents as defined in General Requirements Section 01 78 39. d. Notification that Final Punch List work has been completed. e. Manufacturers Instruction and Maintenance Manuals as defined in General Requirements Section 01 78 23. 26 Rev 12.2018 f. Fixed Equipment Inventory as defined in General Requirements Section 01 78 22. 2. The Contractor shall also provide a CD containing scanned .pdf format and/or Word Documents of all documentation. Section 12.06 - Final Payment and Release A. When the Contractor determines that the work or a designated portion thereof is substantially complete, the Contractor shall prepare for submission to the Owner a list of items to be completed or corrected. This list, prepared by the Contractor, shall constitute a complete detailed list of defects and deficiencies which, when remedied, will complete all Contract requirements. The submittal shall be accompanied by a statement to that effect. B. The failure to include any items on such list does not alter the responsibility of the Contractor to complete all work in accordance with the Contract Documents. When the Architect, on the basis of an inspection, determines that the work is substantially complete, the Architect will then prepare a Certificate of Substantial Completion. C. Upon receipt of written notice that the work is ready for final inspection and acceptance, the Architect will promptly make such inspection and, when the Architect finds the work acceptable under the provisions of the Contract Documents, and the Contract fully performed, and if bonds have been required, the written Consent of the Surety to the payment of the balance due, and a satisfactory Release of Lien, attached hereto as Exhibit "C" and made a part of the Contract Documents, has been submitted by the Contractor, each subcontractor and sub - subcontractor, the Contractor will promptly issue a final Certificate for Payment, stating that to the best of their knowledge, information, and belief, and on the basis of their observations and inspections the work has been completed in accordance with the terms and conditions of the Contract Documents, and that the entire balance is due and payable. D. All prior certificates upon which progress payments may have been made, being estimates, shall be subject to correction to the final certificate. E. The acceptance by the Contractor of the final payment aforesaid shall constitute a general release of the Owner and its agents or representatives from all claims and liability to the Contractor. Section 13.01 - Tax Exemption TICLE 13 -- TAX EXEMPTION A. The Owner is exempt from payment of Federal, State and local taxes, including sales and compensating use taxes on all materials and supplies incorporated into the completed Work. These taxes are not to be included in bids. This exemption does not apply to tools, machinery, equipment or other property leased by or to the Contractor or a Subcontractor, or to supplies and materials which, even though they are consumed, are not incorporated into the completed Work, and the Contractor and Subcontractors shall be responsible for and pay any and all applicable taxes, including sales and compensating use taxes, on said leased tools, machinery, equipment or other property and upon all said unincorporated supplies and materials. 27 Rev 12.2018 B. The Contractor and Subcontractor shall obtain any and all necessary certificates or other documentation from the appropriate governmental agency or agencies, and use said certificates or other documentation as required by, law, rule or regulation. Section 14.01 Guarantee TICLE 14- GU A. The Contractor, at the convenience of the Owner, shall remove, replace and/or repair at their own costs and expense any defects in workmanship, materials, ratings, capacities or characteristics occurring in or to the work covered by Contract for the period of one (1) year or within such longer period as may otherwise be provided in the Contract, the period of such guarantee to commence with the Owner's final acceptance of all work covered under the Contract, and the Contractor, upon demand, shall pay for all damage to all other work, resulting from such defects and all expenses necessary to remove, replace and/or repair such work which may be damaged in removing, replacing or repairing the said defects. Acceptance means final acceptance of the entire work, early partial occupancy notwithstanding B. In some instances the nature of the work may require the Owner to accept various components, equipment, spaces or phase of the project. In such cases the Contractor shall submit a separate guarantee for the Owner's acceptance on the form attached hereto as Exhibit "E". Upon completion of the project, the Contractor shall submit to the Owner a guarantee for the project on the form attached hereto as Exhibit "E". ARTICLE -- S, Section 15.01 - Provisions Required by Law Deemed Inserted Each and every provision of law or clause required by law to be inserted in the Contract and made a part hereof, shall be deemed to be inserted herein and, in the event any such provision is not inserted or is not correctly inserted, then upon the application of either party, this Contract shall forthwith be physically, amended to make such insertion or correction. Section 15.02 - Laws Governing the Contract The Contract shall be governed by the laws of the State of New York, without reference to conflict of law principles. Any and all proceedings relating to the subject matter hereof shall be maintained in New York State Supreme Court, Tompkins County or the federal district court for the Northern District of New York, which courts shall have exclusive jurisdiction for such purposes. Section 15.03 - Assignments The Contractor shall not assign the Contract in whole or in part without prior consent of the Owner. tten 28 Rev 12.2018 Section 15.04 No Third Party Rights Nothing in the Contract shall create or shall give to third parties, any claim or right of action against the Owner, beyond such rights as may legally exist irrespective of the Contract. Section 15.05 - Waiver of Rights of Owner A. None of the provisions of the Contract °11 be considered waived by the Owner except when such waiver is given in writing. Section 15.06 - Limitation on Actions No action or proceeding shall be filed or shall be maintained by the Contractor against the Owner unless said action shall be commenced within six (6) months after receipt by the Owner of the Contractor's final requisition or, if the Contract is terminated by the Owner, unless said action is commenced within six (6) months after the date of said termination. Section 15.07 - Owner's Rep The Owner shall designate a representative authorized to act in its behalf with respect to the Project. The Owner or its representative shall examine documents and shall render approvals and decisions pertaining thereto promptly, to avoid unreasonable delay in the progress of the Contractor's work. Only directives from Cornell University's designated representative (Randall Nesbitt) shall be recognized by the Contractor." AR ICL 16 - MINORITY ._AND . Section 16.01 - Definitions OMEN SS ENTERPRISES The terms"Minority-owned business enterprise" ("MBE") or "Women -owned business enterprise" ("WBE") or "minority group member" shall have the same meaning as under Section 310 of the New York State Executive Law, as the same may be from time to time amended. Section 16.02 Participation by Minority and Women Business Enterprises A. The Contractor shall, in addition to any other nondiscrimination provision of the Contract and at no additional cost to Owner, fully comply and cooperate with the Owner in the implementation of MBE and WBE goals. These requirements include equal employment opportunities for minority group members and women ("EEO") and contracting opportunities for certified minority and women -owned business enterprises ("MWBEs"). The Contractor's demonstration of "good faith efforts" shall be a part of these requirements. These provisions shall be deemed supplementary to, and not in lieu of, the nondiscrimination provisions required by New York State or other applicable federal, state or local laws. B. The Contractor shall include the provisions of this Article in each and every Agreement and/or Contract in such a manner that the provisions of this Article will be binding upon each subcontractor and supplier as to work in connection with and related to this Agreement. 29 Rev 12:2018 C. For purposes of this procurement, the Owner has established goals as outlined in the Bid Form for Minority -Owned Business Enterprises ("MBE") and Women -Owned Business Enterprises ("WBE") participation. 1. The goal for Minority -Owned Business Enterprise participation shall be applied as follows: a maximum of one third (1/3) of the goal may be applied to purchases of materials, supplies, and equipment from MBEs. 2. The goal for Women -Owned Business Enterprise participation shall be applied as follows: a maximum of one third (1/3) of the goal may be applied to purchases of materials, supplies, and equipment from WBEs. D. For purposes of providing meaningful participation by MWBEs on the Contract and achieving the Contract Goals established in paragraph C above, the Contractor should reference the Directory of New York State Certified MWBEs found at the following internet address: http://www.esd.ny.gov/mwbe.html. E. Where MWBE goals have been established herein, the Contractor must document "good faith efforts" to provide meaningful participation by MWBEs as sub -contractors or suppliers in the performance of the Contract. F. Where it appears that a Contractor is unable to comply with the MWBE participation requirements, Contractor may submit in writing for the Owner's consideration, the reasons for Contractor's inability to meet any or all of the participation requirements together with an explanation of the efforts taken by the Contractor to obtaidthe stated MWBE participation. Section 16.03 MWBE Utilization Plan A The Contractor shall submit a MBE/WBE Utilization Plan for the Owner's review prior within fifteen (15) calendar days after receipt of a Letter of Intent or Notice to Proceed, B. The Contractor shall use such Owner approved MBETWBE Utilization Plan for the performance of MWBEs on the Contract pursuant to the prescribed MWBE goals established in Article 16 hereof. The Contractor shall designate a Compliance Officer in their organization who shall be responsible for implementing the MBE/WI3E Utilization Plan of the Contractor and its subcontractors. Said Compliance Officer shall make such periodic, but not less than monthly, reports on the Plans' progress and on the number ofwomen and minority workers employed. These reports shall be submitted to the Owner Representative on the Affirmative Action Workforce Report attached hereto as Exhibit "D". Section 16.04 Reports and Records A. The following forms, atta.ched hereto as Exhibit "D" and made a part of the Contract Documents, are to be used in submitting MBE/WBE Utilization Plans. Electromc versions are available in the &Builder Resources Project or at hdps://fcs.cornaLeduipnjeci- _.. contra ctors -anttp onsul tants. 1, MWBE Utilization Plan 2, Affirmative Action Workforce Report 30 Rev 12.2018 B. The Contractor shall demonstrate compliance with these goals by submission of the Affirmative Action Workforce Report on a monthly basis, or as requested by Owner. The Contractor shall provide a single monthly report inclusive of all subcontractor information for the project labor and such report must document the progress made towards achievement of the MWBE goals of the Contract. Such forms shall be uploaded monthly to E -Builder. C. The Contractor shall permit access to its books, records and accounts by the Owner for purposes of investigation to ascertain compliance with the provisions of this Article. The Contractor shall include this provision in every subcontract so that such provision will be binding upon each subcontractor. ARTICLE 17 -- ACCOUNTINGS, INSPECTION AND AUDIT The Contractor agrees to keep books and records showing the actual costs incurred for the Work. Such books and records (including, without limitation, any electronic data processing files used by the Contractor in analyzing and recording the Work) shall be open for inspection and audit by the Owner and its authorized representatives at reasonable hours at the Contractor's local office or at the Owner's office, if necessary, and shall be retained by the Contractor for a period of seven years after the Work has been completed, except that if any litigation, claim or audit is started before the expiration date of the seven year period, the records shall be retained until all litigation, claims or audit findings involving the records have been resolved.. Each Sub Contractor shall be similarly obligated to maintain, for inspection and audit by the Owner, books and records respecting the Work. If requested by the Owner, the Contractor shall furnish copies of any and all subcontracts, purchase orders and/or requisitions of any nature associated with the project. , . TICLE 18— CONT' CTOR PERFO CE EVALUATION At project completion the Owner shall schedule a meeting to review with the Contractor their performance for the project unless performance warrants additional reviews. The Owner may schedule a meeting at fifty percent (50% completion) based on project complexity and/or duration. The Owner shall present its review based on the attached "Contractor Performance Evaluation", Exhibit L The Contractor shall be given the opportunity to provide input as to the findings of the evaluation after completion by the Owner. TICLE 19 ROYALTIES D PATENTS The Contractor shall pay all royalties and license fees and shall defend all suits or claims for infringement of any patents, and shall save Cornell University harmless from loss on account thereof; except that Cornell University shall be responsible for all such loss when a particular process or product is specified by Cornell University unless the Contractor shall have reason to believe that the particular process or product infringes a patent, in which event it shall be responsible for loss on account thereof unless it promptly provides such information to Cornell University. 31 Rev 12.2018 TICLE 20 CONFIDENTIALITY AND USE OF 0 ERS NAME Section 20.01 - Release of Information The Contractor shall not divulge information concerning the Work (including news releases, social media, internal house organizations, applications for pennits, etc.) to anyone without Cornell University's prior written approval, except to subcontractors and suppliers to the extent that they need such information to perform their work, The Contractor shall require a similar agreement from each such subcontractor and supplier, requiring their compliance with the foregoing. Cornell University reserves the right to release all information, as well as to time its release and specify its form and content. The Contractor may obtain Cornell Universitys approval to release information by submitting such request to the Cornell University Project Manager. Section 20.02 - Confidential Information The term "Confidential Information?means all unpublished information obtained or received from Cornell University during the term of this Contract which relates to Cornell University's research, development, manufacturing and business affairs, The Contractor shall not disclose confidential information to any person, except to its employees and subcontractors to the extent that they require it in the performance of their Work, during the term of this Contract and until authorized by Cornell University in writing. The Contractor and its subcontractors shall hold all confidential information in trust and confidence for Cornell University, and shall use confidential information only for the purpose of this Contract. The Contractor and its subcontractors shall require all of their employees to whom confidential information is revealed to comply with these provisions. The Contractor shall have an agreement with each subcontractor, requiring their compliance with the foregoing. If it becomes necessary for the Contractor to defend in case of litigation related to its services rendered, permission shall be sought from Cornell University, who shall not unreasonably withhold such permission, before any disclosures are made, This Section does not apply to information which (1) is or becomes known in public domain or (2) is learned by the Contractor from third parties. Section 20.03 - Use of Owner's Name The Contractor shall not use, in its external, advertising, marketing program, social media, or other promotional efforts, any date, pictures, or other representation of the Owner except on the specific written authorization in advance of the Owner's Representative. • TICLE 21-- CO ELL UNIVERSITYDARDS OF ETHICAL CONDUCT Cornell University expects all executive officers, trustees, faculty, staff, student employees, and others, when acting on behalf of the university, to maintain the highest standard of ethical conduct as per Cornell University's Policy 4.6 - Standards of Ethical Conduct, a copy of which is available at hulls:// les.cotnc.^ll, dufprp, ct ton(1 a&.tois-i.nd-ronsi11t jo is This includes treating equally all persons and firms currently doing business with or seeking to do business with or for Cornell University, whether as contractors, subcontractors, or suppliers. Such persons and firms are respectfully reminded that Cornell University employees and their families may not personally benefit from Cornell University's business relationships by the acceptance of gifts or gratuities, defined as a gift in excess of $75.00 given to a Cornell employee for personal use. Items not considered gifts/gratuities include occasional business meals, items of an advertising nature, and items that are generally distributed to all potential customers. In addition, it is expected that the Contractor's officers and employees shall conduct all business related to this Contract within the highest ethical standards, observing applicable policies, practices, regulations, law, and professional standards. All parties are expected to report violations of this policy to appropriate university personnel. You may file a report to on the web Eillps://secure tlnewoinl.cornFdonr�in.�cn/repot tatiton7; lijLhintt i t 57 or contact Cornell University through EthicsPoint by dialing toll-free 1-866-293-3077. 33 Rev 12.2018 EXHIBIT "A" CO ELL UNIVERSITY Construction Contract Change Order Forms Instructions to Change Order Documentation Cornell University has several standard forms related to Changes in the Work. These forms have been prepared to comply with contract requirements related to Changes in the Work. The standard Construction Contract Change Order Request and Change Order Summary Forms shall be used to facilitate preparation of change order requests in conformity with construction contract requirements. These forms shall be used by the Contractor and by all Subcontractors in preparing their respective cost estimates for services associated with the Changed Work for the Owner's consideration and shall include all associated back-up documentation supporting the request. Direct Cost of the Work: 1. Direct Labor — Include the "wages paid" hourly direct labor and/or foreman necessary to perform the required change. "Wages paid" is the burdened labor rate documented in accordance with Section 2.14 — Project Labor Rates of the General Conditions. "Assigned Personnel or Work Crews" should be stated by trade or type of work performed not by name of person or company title. For example carpenter, mason, backhoe operator, etc. Supervisory personnel in district or home office shall not be included. Supervisory personnel on the job -site, but with broad supervisory responsibility and paid as salaried personnel, shall not be included as Direct Labor 2. Direct Material — Include the acquisition cost of all materials directly required to perform the required change. Examples of "Unit of Measure" include square feet, cubic yards, linear feet, days, gallons, etc. 3. Equipment — Include the rental cost of equipment items necessary to perform the change. For company-owned equipment items, include documentation of internal rental rates. Charges for small tools, and craft specific tools are not allowed. Bond Premiums The Contractor's actual documented bond premium rate as stated on their Bid Form at time of bid shall be added to all direct and indirect costs of the proposed change. Overhead & Profit The Contractor's overhead & profit rate shall be added to all direct and indirect costs of the proposed change in accordance with the Contract. PROJECT TITLE; iD Name ef CootracmeSubroMfacom performing Work- DESC TION OF WORK:: DATE EXHIBIT "A" CONSTRUCTION CONTRACT CHANCZ ORDER. REQLIST COR # CONTRACT NO. A D CT COST OF WO 1 LABOR (Atiagla Snwo,Ping Docauntriarrmi ASSIGNID rat‘ON.N.IL OR IA OFK CREW IIATERL41, (Atiach Swat= ricetauntaton) !,IATERIAL REQUIRED FOR CTIANCZ 3 EQUTYMENT (MathSDe,..-vaiwasabon) EQLTBSIENT REWIRED FOR CHANGE Hot-ny Vit'AtA RATE PAIL) ENTT LABOR TOTAL OT MEASURE REQL UNITS C",LT PRICE MATERIAL TOTAL UsIT OF NEE,3,SL7RE EgurfuEsT TOTAL 4 DIRECT COST (SUM I, 2, 3) 5 6 S1.13C07,TRACTOR (Attach r.; • • ,t CC SI.13-SUBCO1TRAE TOR REQD FOR CHANGE OH&P Rate SUB -S1.13 COST OF WORK .8.1.13 -SUB " UP ONTRA( T OR TOTAL OVERHEAD AND PROFIT OH&P Rate TOTAL COST PLUS OHST (SUM 4, 5, 6, 7) S B0.7.1)FREMITAI (If appliohlei Bond Premium Rnte TOTAL (OR COST TOTAL CONTRACT DAYS ,ADDEDDELETED FROM PROJECT SCHEDULE TOE COST SO TOT. COST TOTAL COST SO SO SO SO SO TOTAL COST SD so' $0 EXHIBIT "A" CONSTRUCTION CONTRACT CHANGE ORDER SUMMARY PROJECT 7711,E CONTRACTOR: DETAILED DESCRIPTION OF W O : DATE: PCO # CONTRACT NO. 1 DI' COST OF WO' NAME O F CO NTRACTO WS UBCONTRACTO RS PERFORMING WORK TOTAL COST OF PROPOSED C 0FFR TOTAL CONTRACT DAYS ADDED/DELETED FROM PROJECT SC ULE TOTAL COST THIS PAGE INTENTIONALLY LEFT BLANK FINAL RELEASE EXHIBIT "B" FINAL WAIVER OF CLAIMS AND LIENS AND RELEASE OF RIGHTS Date Contract Date Proj ect Contract Price Address Net Extras and Deductions City Adjusted Contract Price County Amount Previously Paid State Balance Due - Final Payment The undersigned hereby acknowledges that the above Balance Due when paid represents payment in full for all labor, materials, etc., furnished by the below named Contractor or Supplier in connection with its work on the above Project in accordance with the Contract. In consideration of the amounts and sums previously received, and the payment of $ being the full and Final Payment amount due, the below named Contractor or Supplier does hereby waive and release the Owner from any and all claims and liens and rights of liens upon the premises described above, and upon improvements now or hereafter thereon, and upon the monies or other considerations due or to become due from the Owner or from any other person, firm or corporation, said claims, liens and rights of liens being on account of labor, services, materials, fixtures or apparatus heretofore furnished by the below named Contractor or Supplier to the Project. The premises as to which said claims and liens are hereby released are identified as follows: The undersigned further represents and warrants that he/she is duly authorized and empowered to sign and execute this waiver on his/her own behalf and on behalf of the company or business for which he/she is signing; that it has properly performed all work and furnished all materials of the specified quality per plans and specifications and in a good and workmanlike manner, fully and completely; that it has paid for all the labor, materials, equipment and services that it has used or supplied, that it has no other outstanding and unpaid applications, invoices, retentions, holdbacks, expenses employed in the prosecution of work, chargebacks or unbilled work or materials against the Owner as of the date of the aforementioned last and final payment application; and that any materials which have been supplied or incorporated into the above premises were either taken from its fully -paid or open stock or were fully paid for and supplied on the last and final payment application or invoice. The undersigned further agrees to defend, indemnify and hold harmless the Owner for any losses or expenses (including without limitation reasonable attomeys' fees) should any such claim, lien or right of lien be asserted by the below named Contractor or Supplier or by any of its or their laborers, material persons or subcontractors. In addition, for and in consideration of the amounts and sums received, the below named Contractor or Supplier hereby waives, releases and relinquishes any and all claims, rights or causes of action in equity or law whatsoever arising out of through or under the above mentioned Contract and the performance of work pursuant thereto. The below named Contractor or Supplier further guarantees that all portions of the work furnished and installed are in accordance with the Contract and that the terms of the Contract with respect to this guarantee will remain in effect for the period specified in said Contract. Sworn to before me this Day of 20 By. Title: Corporation or Business Name THIS PAGE INTENTIONALLY LEFT BLANK GU TEE Date: EXHIBIT "C" In accordance with plans and specifications and the terms and conditions of our contract with Cornell University dated the for , Ithaca, New York to be free we hereby guarantee as found in the specifications (Project Title) from defects in materials and workmanship for the period of year(s) from , the date of acceptance by the Owner. (Date) By: Title: (COMP THIS PAGE INTENTIONALLY LEFT BLANK EXHIBIT "D" — FORM I MWBE Utilization Plan — Submit Part I and Part II within 15 du'y after Letter of Intent or Notice to Proceed - - Submit Part III Quarterly and at end of project — PART I — PROJECT INFOATION -Builder Project No. Contracto Name and Address: % Goals MBE: 5.6°/® BE: 3.2% PART II - MWBE LIST Subcontractor Name, Address, Contact, Email, MBE or WBE (List yourfirm if also MBE or WBE) Project Name: Contract Value: Primary Contact Name, Phone Number, Email: Bid Date: Contractor's BE Contact Name, Phone Number, Email: as M E` s come unde and da Federal ID Dollar Value of Description of Work or Number Contract or Supplies Purchase Orde MWBE Contract Percentages Summary MBE Totals WBE Totals Print Name of Principal or Officer: Signature: Subcontractor or Supplier Start and End Dates (Update totals as M E s are added/subtracted to abov Title: Date: EXHIBIT "D" — FORM I MWBE Utilization Plan — Submit Part I and Part II within 15 c 8r3 after Letter of Intent or Notice to Proceed - - Submit Part III Quarterly and at end of project — PART III — Quarterly Utilization Report (Subcontractors & Sub -subcontractors fill this out and submit to General Contractor to compile into a single form.) Double click on table to edit. Month/Year: 1 Contractor, Subcontractor Subcontractor, or t/endor Dollar Valle of Subcontractor BE, o Purchase Order N/ 2 EXHIBIT "D" - FORM II SUMMARY OF BID ACTIVITY WITH MBE SUBCONT ' CTORS D VENDORS Please print or type all information, except where a signature is required. PROJECT: Name of Prime Contract Bidder: Address (Street Contact Person D , City, State and Zip Code): (Name, Title and Telephone Number): MBE and WBE Subcontractor/Vendor (Indicate which) Item/ Trade Bid Submitted: Award Status Date of Date Amount Date Amount Elimination EXPLANATION OF ELIMINATION: Include meetings held for negotiation, etc. (Use additional sheet if necessary) OFFICER OF FI Name and Title: Signature: Date: 0 11111111 1111111 IIIIUIH1IUIIUII Fornimamemm 1111111111111111111 1111111111111111111 111111111111111111110111 1111111111 111111111 111111 I 1111 PROJECT I I ILE: CON MDR: Base Hourly Rate: Payroll Taxes and Insurance Federal Unemployment (Base on 1500 hours ofwork) State Unemployment (Base on 1500 hours ofwork) * Worker's Compensation * Bodity Injury & Property Damage Disability OR EXHIBIT "E" B 0 CONTRACT NO. N EFFECTIVE DATE TION DATE: % per our TOTAL Payroll Taxes and Insurance Rates: Base Rate (x) Total % — * Rates are net Contractor cost after premium discounts and experience modifications have been applied against manual rate. S upplemental Benefits Vacation Health & Welfare Pension Annuity Education /Training Industry $ per Hour Total Hourly Fringe Benefits Hourly Labor Rate: Base Rate, Taxes/Insurance and Fringe Benefits Adjustment for a composite rate which includes apprentices: CON cTOWS CEICIIFICA110N 1 certify that the labor rates, insurance enumerations, labor fringe enumerations and expenses are correct and in accordance with actual and true cost incurred. Signature of Authorized Representative: Print Name: Print Title: THIS PAGE INTENTIONALLY LEFT BLANK PROJECT TITLE: CON CTOR: SON FOR REQ SUBCONT EXHIBIT "F" STORED MA P IALS INVOICING DOCUMENTATION OR: CONTRACT NO. APPLICATION FOR PA I T NO. DA I Material Identification Description: Provide Specific Location of Materials Stored: 2 Material Value riAttach an Invoice or Quantified Statement of Value. 3 Certificate of Insurance Quantity: Attach a Certificate of Insurance for the above specified inaterials. Certificate shall name "Cornell University" as a loss payee with respect to the specified materials. 4 Transfer of Title The Contractor hereby agrees to transfer complete ownership of all listed materials to Cornell University at the time payment is made to Contractor for the above referenced Application for Payment, The Contractor remains responsible for all contractual requirements for the above listed materials including complete installation and providing of all warranties. Signed: Date: THIS PAGE INTENTIONALLY LEFT BLANK Cornell LThiversity EXHIBIT "G" Contractor Performance Evaluation Project Information Project Warner Date Of Evaluation Project Number Project Team Campus Project Start Date Evaluators; Substantial Completion Contractor Original Contract Amount Contractor Project Manager. Contractor Superintendent Prequalification Status Total Change Order Amount Initial Evaluation Final Evaluation Type Of Contract Prime Contractor Subcontractor Construction Manager Project Comments/Description Performance Evaluation Please give one rating for each category. Add comments as required to justify your rating. Falls to Adtdcdte Needs FdIN A tddeve rddrad Nteeedd iNpedWien Jndereveedent Expectation Expectabon 1 2 3 Quality of Workmanship Rate this contractor's performance in regards to quality of work a. Compliance with project drawings and specifications b. Workmanship quality and accuracy c. Tools- quality and sufficient quantity d. Equipment - sufficient quantity and operating condition e. Quality of jobsite craft personnel Comments: Scheduling/Productivity Rate this contractor's performance with regard to producing and meeting contract schedules and milestones a. Project schedule quality and completeness b. Controlling of project schedule c. Manpower allocation for maintaining schedule d. Material deliveries to support project schedule e. Ability to meet substantial completion date and project milestones 1. Productivity of work force g. Ability to deal with added work and unforeseen issues. Comments: 3 Subcontractor Management Rate this contractor's ability effort and success in managing and coordinating subcontractors (if no subcontractors rate overall management performance) Comments: Cond Exceed EddeekeNm 5 3A Major subcontractor performance(score not added in final Contractor Evaluation For contractor information only a. Plumbing Contractor overall Performance Comments: b. HVAC Contractor overall Performance Comments: c. Electrical Contractor overall Performance Comments: Fad to Adninve aped aeon Needs idernenment 2 End}, Ac Wade Ron Exceeds Cons exceed apeccin exenctaten Expectation 3 4 5 4 MBE/WBE Participation Rate this contractor's MBE/VVBE solicitation effort and participation for this project for, Project Team, Subcontractors, Material Vendors Comments: Safety Rate this contractor's performance in regards to project safety a. Timely submission of site specific safety program b. Knowledge of OSHA standards c. Implementation of safety rules and regulations d. Promotion and creation of safety awareness e. Daily overall housekeeping f. Safety record g. Response to safety concems h. Awareness of public safety Comments: 6 Contract Administration Rate this contractor's performance in regards to contract administration as per criteria below a. Timely submission of complet and correct documentation required for Insurance and bond b. Change order processing c. Timely submission of RFI's, Shop Drawings, and change orders d. Subcontractor payments made promptly e. Timely submission of complete and correct payment applications f. Quality of paperwork Comments: 7 Working Relationships Rate this contractor's working relationships with other parties (Cornell, Design Team, subcontractors,ect.) Comments: Fp orch Inn eds Cons Pic Rapecl 8 Supervisory Personnel Rating Rate the overall performance of this contractor's on site supervisory personnel and project management staff Comments: 9 Contract Close -Out Rate this contractor's overall ability to efficiently close out the project a. Timely completion of all punchlist items b. Timely resolution of all outstanding change orders c. Timely submission of all close out documents(O&M's, As-Builts, warranties, final releases and consent of surety) d. Quality of close out documentation and timely completion of any outstanding audit questions Comments: Summary Sheet 1 Performance Categories Rating Per Category', Weight °l® ' Quality of Workmanship 0 4 5 Subcontractor Manaaement MBE Safety BE Participation, 6 Contract Administration 0 15.00% 1000%, 10.0% .00% 0 10.00% 0 0.00% 7 Working Relationships 0 On Site Su engsory Personnel Ratin9 Contract Close Out 10.00% 18.00% 7:00% Over All Rating Rating Reference (Fails to achie Needs iiaprou (Fully achieves expectation Scoring, 0 0 0 1 Frequently exceeds expectation 4 Consistently exceeds expectalio 5 OWNER COMMENTS: OWNER COMMENTS on 3A Ratings: CONTRACTOR COMMENTS: (To be completed by Contractor prior to Owner/Contractor discussion meeting) THIS PAGE INTENTIONALLY LEFT BLANK GENEREQUIREMENTS FOR SAGE HALL LOW SLOPE ROOF REPLACEMENT D INTERIOR FACING DO' ER IMPROVEMENTS CO' ELL IVERSITY ITHACA, NEW YO' MAY 9, 2019 SECTION 01 11'00 SUMRY OF WORK ................................ 1.0 GENE 1.1 ESC TION. 1.2 SCHEDULE OF OWNER FURNISHED ITEMS 2.0 PRODUCTS - NOT USED .............................................. ................:........2 3.0 EXECUTION - NOT USED.. .......... .............. ..............'........,..,........... ..,......2 SECTION 01 14 00 WORK RESTRICTIONS.. ........ ......: .............. ...,,..... ......... 1.0 GENE L•••••••••••••••••••aseaseseeome.oesseses . • . soese.rassooe,,. 1.1 RELATED DOCUMENTS ................... 1.2 CONTRACTOR USE OF ISES..,... 1.3 UNWERSITY CLOS .............. :,.. ,,..., ,,....,.:2 1.4 WATER USE RESTRICTION .................a. ..,....d .,.,..,.:.,,., .... ........ ,,,...,..2 1.5 PARKING ... ........ ......... ...................................2 1.6 CHANGEOVERS AND CONTINUITY OF SERVICES .................. ........3 1.7 OBSTACLES, INTERFERENCE AND COORDINATION............... 4 1.8 EXISTING EQUIPMENT, ENT, ATE LS, FIXTURES, ETC . .... ............. „ ..4 1.9 EXAMINATION OF PREMISES, D' 'WINGS,'ETC...:........ ....... . :........:.4 1.10 STAN DOWN DATES...... .............. .5 1.11 WO ING 2.0 C T USED ................ :: ,........ ,................,,. ,...........;..........5 3.0__ CUT T U ........:......... ........................... ...................5 SECTION 1 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS.:.............. ........... 1.0 GENE' . L............ ........ 1.1 DESCRIPTION......... 1.2 DEFINITIONS 1.3 ACTION SUBMITTALS .... 1.4 PRODUCTS LIST ........ .......: 1.5 QUALITY ASSURANCE ..... ......e,........,; 1:6 PROCEDURES__ ::....::..: 1.7 EQUIVALENTS - APPROVED EQUAL ......< 1.8 CONTRACTOR'S OPTIONS....:: 1.9 SUBSTITUTIONS................ .. 6 1.10 COMPARABLE PODUCTS .........: .......:. ......... ........:..... ..::........:. .........:7 1.11 CONTRACTOR'S REPRESENTATIO :.. ......:::.. ...... ...............:...m....,..- 8 1.12 ARCHITECT'S UTIES .:8 1 1 .2 .2 .2 .3 ...3 4 2.0 PRODUCTS .................................................... 3.0 EXECUTIONUSED ........ ................. :. MAY 9,2019 SECTION 1311 L1 DESCRIPTION... ...... ............................o 1.2 PRE—CONSTRUCTION 'EET G .......... 1.3 PROGRESS EET GS...... .........:. 1.4 PRE—INSTALLATION CONFERENCE(S).... 2.0 .................»,.., 1 1 SECTION 131 50 ELECTRONIC PROJECT NAGEMENT........ 1• 1.2 RELATED SECTIONS ..... .......... 1.4 PROCEDURES............... 1:5 PROCESS OVERVIEW ......:.. ......:` ......., 1.6 ADDITIONAL INFO TIO...... SECTION 01 32 16 CONSTRUCTION SCHEDULE 1.0 GENE 1:1 SUM Y ........ ........... 1 1.2 FO' OF SCHEDULES ........`:........' ........ ........ w........a...:,: .....`.,.....:.,1 L3 CONTE T OF SC ...E ULES..........: ........, ,.....,.. ,.....,,;, ........ .......... 1 1.4 PROGRESS REVISIONS ..... ..,... 3 1:5 SUBMISSIONS .. .............................. .3 2.0 PRODUCTS = NOT...., 3.0 EXECUTION ..... 3.1 DISTRIBUTION..... .. . .. SECTION 01 32 33 PHOTOG' .PHIC .., 1.0 2.0 3.0 1.1 DESCRIPTION... 1.2 SUBMITTALS ............ 1 3.1 EXISTING CONDITION POTOG P ,........ 3.2 PROGRESSPHOTOGRAPHS ...................... 3.3 FINAL COMPLETION PHOTOG'_. AY 9, 2019 SECTION 01 33 00 SUBMITTAL PROCEDURES..., ......:.............. 1.0 GENE' •;.......... 1.1 DESCRIPTION.;....,.:; 1.2 SUBMITTAL REGISTRY AND SCHEDULE. . ................ ..... ...................1 1.3 SHOP DRAWINGS 3 1.4 PRODUCT DATA ........' .:::..... ....." ...............3 1.5 SAMPLES ....................................._.,.. .,........,.,,4 1.6 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS.......5 1.7 CONTRACTOR RESPONSIBILITIES :.........:.............5 1.8 SUBMITTAL PROCEDURES...... .. a. ...a ...:: ............... ...........7 1.9 RESUBMISSION REQUIREMENTS ....:. 1.10 ARCHITECT'S DUTIES .....:;:.........:...:: 1.11 DISTRIBUTION............. 2.0 PRODUCTS — NOT USED ........................ 3.0 EXECUTION — NOT USE .......................... SECTION 0135 29 GENE" L HEALTH & SAFETY... 1.0 GENE' ,L.................—.- 1.1 ......:............: 1.1 DESCRIPTION ........................................... ........: 1 1.2 CONTRACTOR'S PROJECT SITE' SPECIFIC PLAN.::......: ... ....:............ 1 2 3 .3 :.3 .3 1.3 AERIAL WORK PLATFORMS 1.4 ASBESTOS 1.5 LEAD....,..:..:.:.. 1.6 SITE VISITS.:.: ::.....::: ........... .............. .... 1.7 CONFINED SPACE..: 2.0 PRODUCTS — NOT USE ...................................................... 3.0 EXECUTION — N T USED ............ .......:........c .......:.......... 3 MAY 9, 2019 SECTION 01 35 43 GENE'' = L ENVIRONMENTAL REQUIRE ENTS........ ........1 1.0 ......................»..:.......: ...,,.....,.....,......:::....,.,.............................1 1.1 DESCRIPTION........ .......... ....... ................. .......:... „ ,, :.......,. ......, .,.....,.1 1.2 RELATED SECTIONS .......:.......'i......... .....,,,„ ...,......,,..,, .......,;.....,,:.1 1.3 SUBMITTALS 1.4 JOB SITE ADMINISTRATION ............................. ....... ........ ........ ......:.1 1.5 SITE USE... ............._......... . ..2 1.6 NOISE AND VIBRATION .................... ..2 1.7 UST CONT OL ......: ........' ......e:, .....2 1.8 PROTECTION OFT E ENVIRONMENT .2 1.9 TEMPORARY RE—ROUTING OF PIPING AND UCTW ............ ...::3 1.10 HAZARDOUS OR TOXIC MATERIALS . ....... :.................. ...................3 1.11 DISPOSAL OF WASTE MATERIAL AND TITLE ::.,...,.,.. ...,...:4 2.0 C NOT USED .................................................:.......: ...,,..,..........4 3.0 I , ...............................:.......®, ......,:..,...;::..:. SECTION 01 35 44 SPILL CONTROL ........... ...................... ........... 1.0 1.1 SPILL PREVENTION__ ...... ...... ..... 1.2 SPILL CONTROL POCE U ES 1.3 SPILL REPORTING AND CU ENTATION.......... 2, PRODUCTS - NOT USED .......................... .:.:::...........w 4 1 ..5 3.0 C... TI - NOT USED................:....:...: ,,.............. ,.,..... ..................5 SECTION 1... REGULATORY _REQUIREMENTS , ...... ..........'...........:.... 1.0 1.1 PE': ITS AND LICENSES 1.2 INSPECTIONS 1.3 COMPLIANCE ........: 1.4 OWNER'S REQUIREMENTS „ ,..1 2.0 PRODUCTS — NOT USED .........®...:.:............................................::.. ,.......,.........2 3.0 EXECUTION — NOT USED....................................................................................... SECTION0142 00 REFERENCES ........................:......:..................................1 1.1 INTENT OF CONTRACT DOCUMENTS. 1.2 RELATED DOCUMENTS 1.3 DEFINITIONS ...........................:::: 1.4 OWNER AGREEMENTS ..:., 1:5 INDUSTRY STANDARDS ................. .......: ......:....: 1.6 ABBREVIATIONS AND ACRONYMS ...:: .......'......... ......... .,. 2.0 3.0 C. TI NOT U ........................................................... SECTION 1 45 00 QUALITY CONTROL.................................. 1.0 ......................... . 1.1 ESC TION. 1.2 CONTROL OF ON-SITE CONSTRUCTION..r,..Y. ,...,..., 1.3 CONTROL OF OFF-SITE OPERATIONS. 1.4 TESTING.. .......:........: 1.5 OWNER'S E SENTATIVE .. .7 1 2.0 CTS T"USED....................,: 3.0 CUTI NOT USED ................................................. ..... ..................... .......... 3 SECTION 1 50 00 TEMPO RY FACILITIES AND T L S 1.0 GENE 2.0 L....... ........................,............................:................:................. 1.1 _ _ _ESC TION: .... 1.2 REQUI` ENTS OF REGULATORY AGENCIES ...... .......a.: 1 1 2.1 MATERIALS, GENERAL 2.2 TEMPORARY FIRST AID FACILITIES.... 2.3 TEMPORARY FIRE PROTECTION 2.4 CONSTRUCTION AIDS 2.5 TEMPORARY ENCLOSURES ........... 2.6 TEMPORARY WATER CONTROL..... :. 2.7 TREE, PLANT AND LAWN PROTECTION ......,..... 2.8 PERSONNEL, PUBLIC AND EMPLOYEE PROTECTION .:.;.e..,,.. T 29 PROJECT IDENTIFICATION AND SIGNS .......:........'......; 2.10 SECURITY.::::......., .......... ::.... :..... ...:: .......::...... ,., 2.11 FIELD OFFICES ...a .::::........:. 7 :.7 3.0 EXECUTION............. ......... ............................. . ................. ..............................7 3.1 PREPARATION .........:: ... 3.2 GENERAL GENERAL............................... 3.3 REMOVAL ....................:.. MAY 9, 2019 SECTION 1 51 00 TEMPO 1.1 ESC TION.:. 3.0 .1 1.2 REQ1.1 MENTS OF REGULATORY AGENCIES............. . .. ........: ........:1 2.1 MATERIALS, GENE' • ...... 2:2 TEMPORARY ELECTRICITY, LIGHTING AND ATE ,,,, ; ,,,,,,,, ,,,,,,,,,1 2.3 TEMPO RY CONTRACTOR TELEPHONE SERVICE,,,,,,,,,; ,,,n.....,..,,.,;2 2.4 TEMPORARY SANITARY FACILITIES ..:........ .................o- ,..., .,. .,,,,,,. 2 3.1 REMOVAL:. 2 2 SECTION 01 66 00 STO GE AND PROTECTION................... .......:.....:.:........:..1 1.0 GENE 1.1 1.2 TRANSPORTATION AN ANL G.,,. 1.3 -SITE STORAGE... .. 1.4 PALM ROA STORAGE.......... 1.5 OTETIO,.:: 1.6 PROTECTION AFTER ST A LATIO.....,. 2.0 PRODUCTS— NOT USED ..............' 3. — NOT IJSED... ........ ......:...... SECTION73 29 CUTTING, PATCHING AND REPAIRING................ 2.0 .......... 1 ..:.......:.......:.................:..........:...... .................. 1.1 DESCRIPTION.......... .....:::......::: 1.2 SUBMITTALS ......................... 1.3 QUALITY ASSURANCE .................................... 1:4 WA NTIES............. ........: 2.1 MATERLALS .................::::: 3.0 EXECUTION..«............ 3.1 INSPECTION 3.2 PREPA' TION................. . . . .. . .... 3:3 PERFORMANCE .......:.e. 3:4 CLEANING .... :::...: ....::.:: .......:.:... 3 4 ,4 ..6 SECTION 01 77 00 C'T C �1; u .... ...... .... ...........,......� 1.0 GENE' .. .................... . ..1 ..:2 1.1 INSPECTIONS ........ 1.2 SUBMITTALS ........... 1.3 FINAL CLEAN UP .. 2.0 PRODUCTS - NOT USED ............... ......... ............ 3.0 EXECUTION NOT USED ..... SECTION 01 78 22 FIXED EQUIPMENT INVENTORY.................:..:......:...........1 1.0 GENERAL ................................................... 1 1.1 ROOF SYSTEM INVENTORY :1 2.0 UCTS - NOT USED .............................................................................. .........2 3.0 EXECUTION - NOT USED... ........ ................ ...... .......... ,2 SECTION 01 78 23 OPE TING AND MAINTENANCE DATA............... ....... .........1 1.0 GENERAL......................................................................................................... .......:.1 1.1 DESCRIPTION 1.2 FORM OF SUBMITTALS 1.3 CONTENT OF MANUAL .......................................... 1.4 MANUAL FOR MATERIALS AND FINISHES ......... 1.5 SUBMITTAL REQUIREMENTS .4 2.0 PRODUCTS- NOTU........................................................................................ 3.0 EXECUTION - NOT USED ....................................................................................... .2 SECTION 01 78 36 WAR .NTIES AND BONDS.......:, 1.0 GENE` .. .................. 1.1 DESCRIPTION 1.2 SUMMARY ........................... .......:.....w.;: 1.3 DEFINITIONS 1.4 QUALITY ASSURANCE ASSURANCE.................................. 1.5 WA' ' r NTY REQUIREMENTS...:. 1.6 SUBMITTAL REQUIREMENTS.... ........, 1.7 SUBMITTALS REQUIRED ......... 2.0 PRODUCTS - NOT USED .. 3.0 EXECUTION ............. 3.1 FORM OF SUBMITTALS 3.2 TIME OF SUBMITTALS .............. 3.3 ROOF WA ' t NTY PACKAGE.... .1 .1 .1 .1 .2 ..2 :.3 .4 4 .4 r MAY 9,2019 SECTION 01 78 39 RECORD 1.0 GENEx.............................................................,........®.,4110..®®.,,,....,.....® .. ®0086,.. 1.1 DESCRIPTION............, ..a ...... ......... 1.2 MATINTTENANCE OF DOCU NTS AND SAMPLES...,. 1.3 RECORDING 2.0 PRODUCTS— NOT USED s000peogess.egoo..e.s•••••eeetasecosoveseeseeeesse.eoceeessoseseees.see,omereev.eg0000.aos ..4 MAY 9,2019 CORNER UNIVERSITY Ithaca, New York SECTION 01 11 00 SUMMARY OF WORK 1.0 GENERAL 1.1 DESCRIPTION DESCRIPTION A. Work to be Done 1. Remove approximately 24,160 SF of EPDM low slope roofing, coverboards, and insulation down to existing roof decks on the Main Roof, Northwest Mansard, West Mansard, Southwest Mansard, South Stair Bulkhead Mansard, East Mansard, and Southeast Second Floor Roof and replace with modified bitumen roofing, coverboards, rigid insulation, & vapor retarder. Work is to include membrane, sheet metal and liquid flashings to make a complete and watertight system. SECTION 01 11 00 SUMMARY OF THE WORK 2. Remove approximately 110 SF of EPDM low slope roofing, coverboards, and insulation down to existing roof deck on the first floor Gutter Roof at the southeast corner of the building. Replace with cold -fluid -applied roofing, coverboards, rigid insulation, and vapor retarder. Work is to include membrane, sheet metal and liquid flashings to make a complete and watertight system. 3. Partially remove and reinstall existing lightning protection system within the work area and re -certify Master Label. 4. Remove and replace 22 windows, sills and wood trim on 25 dormers on West and East Mansard roofs. Replace wood siding with zinc -coated copper siding on 14 shed dormers and replace wood siding with new wood siding on 11 gable dormers. 5. Remove, clean, paint, and reinstall metal cresting on the Northwest and Southwest Mansard roofs. B. The Scope of the Work 1. The scope of the WORK in all SECTIONS of this Specification shall consist of the furnishing of all labor, materials, equipment and appliances and the performance of the Work required by the Contract Documents and/or by the conditions at the site, joining all parts of this Work with itself and the Work of others to form a complete, functioning entity. 2. Items not specifically mentioned in the Specifications or shown on the drawings, but which are inherently necessary to make a complete working installation, shall be included. SAGE HALL ROOF SUMMARY OF WO D DO 6 ERS 01 11 00-1 MAY 9, 2019 CORN aLU UNIVERSE' Y Ithaca, New York SECTION 01 SU Y OF THE WO 3. It is the intent and purpose of the Contract Documents to cover and include under each item all materials, machinery, apparatus, and labor necessary to properly install materials and equipment, adjust and put into perfect operation the respective portions of the installation specified and to so interconnect the various items or sections of the work as to form a complete and operating whole. Any equipment, apparatus, machinery, material and small items not mentioned in detail, and labor not hereinafter specifically mentioned, which may be found necessary to complete or perfect any portion of the installation in a substantial manner, and in compliance with the requirements stated, implied, or intended in the Contract Documents, shall be furnished without extra cost to the Owner. The Contractor shall provide the greatest quantity, highest quality, highest degree of safety, and most stringent, material, equipment or Work. Should the Drawings or the Specifications disagree in themselves or with each other, the Contractor shall provide the better quality or greater quantity of work and/or materials unless otherwise directed by written addendum to the Contract. 1.2 SCHEDULE OF 0 ER FURNISHEDITEMS A. The Owner has obtained City of Ithaca Building Permit number 38818 for this project. The Contractor shall apply for an amendment to this permit as indicated in Section 01 41 00, Regulatory Requirements, Part 1.1 A. 2: ) O UC S --NOT USED 3.0 CUTION I T USED ***END SECT ON 01 11 ** SAGE L ROOF D DO ERS S 01 11 00-2 A 9, 2019 CO ELL IVERSITY Ithaca, New or SECTION 01-14 00 WO RESTRICTIONS 1.0 GENE 1.1 RELATED DOCUMENTS SECTION 01 14 00 WO RESTRICTIONS Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section. 1.2 CONT' >C USE IS A. All traffic and pedestrian control measures shall be compliant with the National Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) and 17 NYC':' Chapter V (New York Supplement), (h 4 (ioS ny pv niul .Vii) and all other local laws and regulations. The Contractor shall carry on the Work in the manner which will cause the least interruption to pedestrian and vehicular traffic and permit access of emergency vehicles at all times. The Work shall be scheduled and performed in such a manner that at least one lane of traffic will be maintained on all public streets. Two flag persons, equipped with radio communication devices, must be provided for any activity blocking a traffic lane. One lane of traffic must be maintained at all times. The Contractor shall maintain 20' minimum fire lane access to all facilities in the area. The Contractor shall post and maintain flag persons and suitable signs indicating that construction operations are under way and other warning signs as may be required. The Contractor shall safeguard the use by the public and Owner of all adjacent highways, roadways and footpaths, outside the Contract Limit Lines (work area), and shall conform to all laws and regulations concerning the use thereof, especially limitations on traffic and the movement of heavy equipment. Access to the site for delivery of construction materials and/or equipment shall be made only at the locations shown in the Contract Documents or approved by the Owner's Representative. The Contractor shall make every effort to keep dirt and debris from making its way to roadways. The Contractor shall immediately remove dirt and debris which may collect on permanent roadways due to the Work. G. The Contractor shall limit the extent of its activities to that area of the site defined on the Contract Drawings as being within the Contract Limit Lines. For that portion of the Work required under this Contract which must be performed in other than the defined areas both on-site and off, including operations involving delivery and removal of materials, the Contractor shall schedule and coordinate its activities through the Owner's Representative, to meet the approval of the Owner and minimize disruption of the normal scheduled activities of the occupants of adjacent spaces. SAGE HALL ROOF WO RESTRICTIONS' AND DO ERS 01 14 00-1, MAY 9, 2019 CO' ELL UNIVERSITY Ithaca, New York SECTION 01 14 00 0 RESTRICTIONS I. It is the Owner's expectation that the Contractor will take protective measures to minimize damage caused by construction activities including, but not limited to, the use of personnel lifts, material handling equipment, on-site material storage, etc. All portions of the site, including the staging area and tbose areas affected by the work, shall be returned to their original condition after completion of Work. Such repair work shall include lawn restoration and reseeding, if required, and shall be included in the Contractor's Guarantee of Work. J. Routes to and from the location of the Work shall be as indicated in the Contract or as directed by the Owner's Representative. K. Parking may be made available for staging at Palm Road or other pre -determined area for the . duration of the project. The Contractor will be responsible for fencing, securing and maintaining the designated area. All vehicles at Palm Road must be registered with Transportation Services, 13 UNIVERSITY CLOSURES A. In the event of University closure, the Contractor should use their judgement, follow their internal guidance on continuity of operations, and the direction of law enforcement, as to whether or not they will maintain operations on construction sites on campus. They should make this decision with the awareness that Cornell response to any project needs (shutdowns, emergencies) will not be possible and the maintenance of roads and walks will not be to normal operating standards. With your safety as a top priority, the Cornell University Police allows you the ability to take advantage of our Emergency Mass Notification System that enables your cellphone to become a personal safety device for you. Contractor's wishing to participate may text the following: Co m di \1r1 to 67283 and you will be set up to receive alert messages. Be advised that you may stop receiving messages at any time by sending "stop" to Corneit Aka t. There will also be a system generated "stop" every year on August 1 at which point you will need to send the text Cornell ten to re-enlist. L4 WATER USE RESTRICTION A. The Contractor shall adhere to any University issued time of construction. 1.5 PA NG rater Use Restrictions in place at le A. The Contractor shall make all arrangements, and bear the cost, for transportation of all trade persons from the designated parking area to the construction site as necessary. . It should be noted that there is a fee for all parking on the Cornell University campus. The Contractor is responsible for the payment for all parking costs imposed by the Owner. The Contractor should contact the Project Manager (Randall W. Nesbitt) for additional information. The Contractor will be required to complete a "New Construction Employee Form" for each permit requested. This form may be found at Ujr 1nne, eo nJ du C r t.PC tS/forms/colitract ors . cfrn SAGE HALL ROOF AND DO • ERS 0 ' RESTRICTIONS 01 14 00-2 MAY 9, 2019 CORdELI. UNIVER STY Ithaca, New York 0 SCTI 01 14 00 ..__ RESTRICTIONS C. Contractor shall cooperate with Transportation Services and/or other authorities having jurisdiction, as follows: Ensure parking by all employees of the Contractor, subcontractors, material suppliers, and others connected with this project only within construction fence or the designated parking area. 2. Prohibit employees from parking in any other areas, roads, streets, grounds, etc. 3. Discharge any employee refusing to comply with these requirements. Ensure proper transportation of personnel between the designated parking area and the construction site. The Contractor shall remove from the parking area and staging area all temporary trailers, rubbish, unused materials, and other materials belonging to the Contractor or used under the Contractor's direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the work to their original condition, and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor shall be liable therefore. 1. CHANGEOVERS D CONTINUITY SERVICES A. Make all changeovers, tie-ins and removals, etc., of any part of the Work that would affect the continuity of operation of the adjacent services at approved times that will not interfere with the Owner's operations. Secure approval of Owner before proceeding. Make all necessary temporary connections required to permit operation of the building services and/or equipment. Remove the connections after need has ceased. The Contractor may be permitted to make changeovers during normal working hours at the Owner's discretion. Should the Contractor perform this Work outside of normal working hours, no extra payment will be made for resulting overtime expenses. When connecting new facilities do not shut off any existing Mechanical/Electrical facilities or services without prior written approval of Owner's Representative. The Contractor shall not, except in an emergency condition, shutdown any utility without the express permission of the Owner's Representative. Major, affecting life safety or outside contract limit lines, shutdowns of utilities will be performed by Cornell University to enable Contractor to perform required work. Major shutdowns shall be defined as those affecting life safety or which are outside the project site limits. Maintain domestic water and firewater in service at all times. No service may be out for more than twenty-four (24) hours. Maintain firewater flow capability (hose, if necessary) to all buildings and coordinate with Cornell Utilities, Cornell Environmental Health and Safety (EH&S), and City of Ithaca Fire Department. G. All shutdowns to be scheduled a minimum of seven (7) calendar days in advance and requests shall be submitted via ePM system to the Owner's Representative. SAGE AND DORMERS WO RESTRICTIONS 01 14 =3 MAY 9, 2019 CO ELL Ithaca, New L7 H. IVERSITY York0 SECTION 1 14 00 RESTRICTIONS IN THE EVENT OF AN EMERGENCY WHERE THE OWNER'S REPRESENTATIVE IS NOT AVAILABLE, THE CONTRACTOR SHALL DIAL 911 IMMEDIATELY. ',CI.dE +CTEREE REINCE AND COORDINATION A. General Plans show general design arrangement. Install work substantially as indicated and verify exact location and elevations; DO NOT SCALE PLANS. Due to small scale of Drawings, it is not possible to indicate all offsets, fittings, changes in elevations, interferences, etc. Make necessary changes in the Work, equipment locations, etc., after notification to the Owner's Representative and Architect. Obtain approval from same, as part of Contract, to accommodate work to obstacles and interferences encountered. Obtain written approval for all major changes before installing. If requested, submit drawings, detailing all such deviations or changes. 4. Exposed to view lightning protection equipment is an essential part of the artistic effect of the building design and shall be installed as shown on the drawings. The Contractor shall notify the Architect of conflicts which would cause such equipment to be installed in locations other than as indicated on the Drawings. The Contractor shall not proceed with the installation until all conflicts have been identified by the Contractor and resolutions to conflicts approved by the Architect. B. Interference 1; Install work so that all items are operable and serviceable and avoid interfering with removal of rails, filters, belt guards and/or operation of doors, etc. Provide easy and safe; access to valves,controllers, motor starters and other equipment requiring frequent attention. L8 ENDS' ING E Ul M NT, MATE AL 1.9 A. Where existing equipment is to be removed, Contractor shall submit a complete list to the Owner. All items that Owner wishes to retain shall be carefully removed, and salvaged and delivered to building storage where directed by Owner, Items that Owner does not wish to retain shall be removed from the site and legally disposed. MINATION EMISI S,DRAWINGS, ETC. Before Submitting Proposal SAGE D DO ERS Examine all Drawings and Specifications relating scope and relation to other work. ades to determine Examine all existing conditions affecting compliance with Plans and Specifications, by visiting site and/or building. Ascertain access to site, available storage and delivery facilities, STRICTIONS 01 14 ®4 AY 9, 2019 CORNFLE UNIVERSITY SECTION 01 14 00 Ithaca, New York WO ' RESTRICTIONS B. Before Commencing Work 1. Verify all governing dimensions at site and/or building. 2. Inspect all adjacent work. C. Tender of Proposal Confirms Agreement 1. All items and conditions referred to herein and/or indicated on accompanying Drawings. 2. No consideration, additional monies or time extensions will be grahted for alleged misunderstanding. D. Existing or Archived Drawings 1. Existing or Archived drawings of impacted buildings are appended in electronic format only for reference and informational purposes. These historic drawings are not to be considered contract drawings and are provided "FOR INFO ATION ONLY". The Owner makes no representation as to the accuracy of the drawings as representing current conditions. 1.10 ST D DO DATES A. Strict and effective enforcement by Contractor's management and supervision of the following dates and hours is required. 1. Stand -Down Dates (No construction work and no deliveries on site): Residence Itails Open August 23, 2019 1.11 WO NG HOURS A. Normal work hours are 7AM-dusk Monday -Saturday except during above noted restrictions. This means that Contractor shall not permit any noise generating activities that could disturb campus occupants or residents to take place outside of these hours. Should any conditions necessitate work to extend beyond these hours — Contractor may submit a detailed request with reasonable advance notice to Cornell. Cornell (at its sole discretion) may issue a written relaxation of the above but Contractor is advised never to assume that it will be granted. 2.0 PRODUCTS — NOT USED 3.0 E CUTION — NOT USED ***END OF SECTION 01 14 00*** SAGE HALL ROOF ' RESTRICTIONS AND DO ' ERS 01 14 00-5 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS SECTION 01 25 00 StiBS"I'IrtU UONS ANI) PRODUCT OPTIONS 1.0 GENE 1.1 DESCRIPTION A. The Contractor shall furnish and install the products specified, under the options and conditions for substitutions stated in this Section. 1.2 DEFINITIONS A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. 1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions that are beyond the Contractor's control, such as unavailability of product, or regulatory changes. a. Products that are not available from Contractor's preferred suppliers does not constitute unavailability of product. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. B. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Items salvaged from other projects are not considered new products. Items that are manufactured or fabricated to include recycled content materials are considered new products, unless indicated otherwise. Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. SAGE HALL ROOF AND DO ' ERS SUBSTITUTIONS D PRODUCT OPTIONS 01 25 00-1 MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS C. Basis -of -Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis -of -design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. 1.3 ACTION SUBMITTALS A. Substitution Requests: Submit indicated number of copies of each Substitution Request Form, attached hereto, for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. In addition to submission of Substitution Request Form, substitutions shall be listed on the Bid Form with description, specification references, and corresponding change in base bid 1.4 PRODUCTS LIST A. Within thirty (30) days after the award of Contract, submit to the Architect five copies of a complete list of products which are proposed for installation. Tabulate the products by listing under each specification section title and number. C. For products specified only by reference standards, list for each such product: 1. Name and address of the manufacturer. 2. Trade name. 3. Model or catalog designation. 4. Manufacturer's data: a. Reference standards. b. Performance test data. 1.5 OIJAP.11'111. ASSURANCE A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. B. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. 1. Contractor is responsible for providing products and construction methods compatible with other products and construction methods. SAGE HALL ROOF SUBSTITUTIONS AND PRODUCT OPTIONS I) DO ' ERS 01 25 00-2 MAY 9, 2019 CO ELI UNIVERSUNIVERSITY Ithaca, e York SEC SUBSTITUTIONS C TIONAl T1I25 NS0 2. If a dispute or compatibility issue arises over concurrently selectable but incompatible products, Architect will determine which products shall be used. 1.6 PROCEDURES 1.7 A. Coordination: Modify or adjust affected work as necessary to integrate substitutions and approved comparable products. N't _ APPROVED E UAL A. Equivalents or Approvals General 1,_ ork of accepted The words "similar and equal to", or "or equal", "equivalent" and such other words of similar content and meaning shall for the purposes of this Contract be deemed to mean similar or equivalent to one of the named products. For the purposes of Paragraph A and B of this Section 1.4 and for the purposes of Bidding Documents, the word "products" shall be deemed to include the words "articles", "materials", "items", "equipment" and "methods". Whenever in the Contract documents one or more products are specified, the words "similar and equal to" shall be deemed inserted. henever any product is specified in the Contract documents by a reference to, the name, trade name, make or catalog number of any manufacturer or supplier,the intent is not to limit competition, but to establish a standard of quality which the Architect has determined is necessary for the Project. The Contractor may at its option use any product other than that specified in the Contract Documents provided the same is approved by the Architect in accordance with the procedures set forth in Paragraph B of this Section 1.4. In all cases the Architect shall be, the sole judge as to whether a proposed product is to be approved and the Contractor shall have the burden of proving, at its own cost and expense, to the satisfaction of the Architect, that the proposed product is similar and equal to the named product. In making such determination the Architect may establish such objective and appearance criteria as it may deem proper that the proposed product must meet in order for it to be approved. 3a Nothing in the Contract Documents shall be construed as representing, expressly or implied, that the named product is available or that there is or there is not a product similar and equal to any of the named products and the Contractor shall have and make no claim by reason of the availability or lack of availability of the named product or of a product similar and equal to any named product. The Contractor, shall have and make no claim for an extension of time or for damages by reason of the time taken by the Architect or by reason of the failure of the Architect to approve a product proposed by the Contractor. Request for approval of proposed equivalents will be received by the Architect only from the Contractor. SAGE SUBSTITUTIONS' D PRODUCT OPTIONS D DO ERS 01 00 - MAY 9, 2019 CO' ELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS D PRODUCT OPTIONS B. Equivalents or Approvals After Bidding 1. Request for approval of proposed equivalents will be considered by the Architect after bidding only in the following cases: (a) the named product cannot be obtained by the Contractor because of strikes, lockouts, bankruptcies or discontinuance of manufacturer and the Contractor makes a written request to the Architect for consideration of the proposed equivalent within ten (10) calendar days of the date it ascertains it cannot obtain the named product; or (b) the proposed equivalent is superior, in the opinion of the Architect, to the named product; or (c) the proposed equivalent, in the opinion of the Architect, is equal to the named product and its use is to the advantage of the Owner, e.g., the Owner receives an equitable credit, acceptable to it, as a result of the estimated cost savings to the Contractor from the use of the proposed equivalent or the Owner determines that the Contractor has not failed to act diligently in placing the necessary purchase orders and a savings in the time required for the completion of the construction of the Project should result from the use of the proposed equivalent; or (d) the proposed equivalent, in the opinion of the Architect, is equal to the named product and less than ninety (90) calendar days have elapsed since the Notice of Award of thc Contract. Where the Architect pursuant to the provisions of this Section 1.4 approves a product proposed by the Contractor and such proposed product requires a revision or redesign of any part of the work covered by this Contract, all such revision and redesign and all new Drawings and details required therefore shall be subject to approval of the Architect and shall be provided by the Contractor at its own cost and expense. 3, Where the Architect pursuant to the provisions of this Section approves a product proposed by the Contractor and such proposed product requires a different quantity and/or arrangement of duct work, piping, wiring, conduit or any other part of the work from that specified, detailed or indicated in the Contract Documents, the contractor shall provide the same at its own cost and expense. 1.8 CONT ' CTOR'S OPTIONS A. For products specified only by reference standard, select any product meeting that standard, by any manufacturer. For products specified by naming several products or manufacturers, select any one of products and manufacturers named. 1. Products: Restricted List (Products): Where Specifications include paragraphs or subparagraphs titled "Products" or that include the phrase "provide one of the following", and include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products for Contractor's convenience will not be considered. - Substitutions may be considered, unless otherwise indicated. SAGE HALL ROOF SUBSTITUTIONS AND DO ' ERS D PRODUCT OPTIONS 01 25 004 MAY 9, 2019 CO' ELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS b. Non -restricted List (Available Products): Where Specifications include paragraphs or subparagraphs titled "Available Products" or that include the phrase "include, but are not limited to, the following", and include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product. 2. Manufacturers: a. Restricted List (Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Manufacturers" or that include the phrase "provide products by one of the following", and include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products for Contractor's convenience will not be considered. Substitutions may be considered, unless otherwise indicated. Non -restricted List (Available Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Available Manufacturers" or that include the phrase "include, but are not limited to, the following", and include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. 3. Basis -of -Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. a. Restricted List (List of Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Basis -of -Design Product", and include a list of other manufacturers' names, provide the specified or indicated product or a comparable product by one of the other named manufacturers that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. Substitutions may be considered, unless otherwise indicated. b. Non -restricted List (No List of Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Basis -of -Design Product", and do not include a list of other manufacturers' names, provide the specified or indicated product or a comparable product by another manufacturer that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. SAGE HALL ROOF SUBSTITUTIONS D PRODUCT OPTIONS 01 25 00-5 D DO ' ERS MAY 9, 2019 CIRNELL Ithaca, New C. VERSI—Y IT York SECTION 0125 00 SUBSTITUTIONS AND PRODUCT OPTIONS For products specified by naming one or more products or manufacturers and stating or equal", the Contractor shall submit a request as for substitutions, for any product or manufacturer not specifically named. Such substitution shall have been listed on Bid Form as required in Instructions to Bidders. If not so listed, no substitution will be allowed. For products specified by naming only one product and manufacturer, no option and no substitution will be considered unless listed on the Bid Formas provided in the Instructions to Bidders. Base Bid must include the specified product or manufacturer. Substitutions will be at the sole discretion of the Owner. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 21 days prior to time required for preparation and review of related submittals. Substitutions for Convenience: contract award. Submit requests for substitution within hirty (30) days of Submit a separate request for each substitution: ` Support each request with: Completed "Request for Substitution" form in eBuilder. A request for substitution of a product, material, or process for that specified in the Contract Documents must be formally submitted as such accompanied by evidence that the proposed substitution (1) is equal in quality and serviceability to the specified item; (2) will not entail changes in detail and construction of Other Work; (3) will be acceptable to the Architect and Owner's Design Consultant's in achieving design and artistic intent; and (4) will not re ult in a cost and/or schedule disadvantage. s Complete data substantiating compliance of the proposed requirements stated in Contract Documents: Product identification, including manufacturers na anufacturer's literature; identify: Product description. Reference standards. Performance and test data. Samples, as applicable. Name and address of similar projects on which product has been used, and the substitution with e and address. date of each installation. An itemized comparison of the p any variations. oposed substitution ith the product specified listing Data relating to any changes in the construction schedule. SAGE SUBSTITUTIONS D PRODUCT OPTIONS D DO ERS 01 AY 9, 2019 CORNELL, UNIVERSITY Ithaca, New York SECITON 01 25 00 SUBSTITUTIONS D PRODUCT OPTIONS 5. The effect of the substitution on each separate contract of the Project. 6. List any changes required in other work or projects. 7. Designate any required license fees or royalties. 8. Designate availability of maintenance services, and source of replacement materials. D. Substitutions shall not result in additions to the Contract Sum. E. Substitutions will not be considered as having been accepted when: 1. They are indicated or implied on shop drawings or product data submittals without a formal request from the Contractor. 2. They are requested by a subcontractor or supplier. 3. The acceptance will require substantial revision of Contract Documents. F. Substitute products shall not be ordered or installed without written acceptance of the Owner. G. The Owner and the Architect shall be the sole judges of the acceptability of a proposed substitution. 1.10 COMPA BLE PRODUCTS A. Conditions for Consideration: Contractor's request for approval of comparable product will be considered when the following conditions are satisfied. If the following conditions are not satisfied, Architect may reject or return requests without action, except to record noncompliance with these requirements. Where products or manufacturers are specified by name, submit the following, in addition to other required submittals, to obtain approval of an unnamed product or manufacturer: I. Evidence that the proposed product does not require revisions to the Contract Documents that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the product specified. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. SAGE HALL ROOF D DO ' ERS SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-7 MAY 9, 2019 CO' ELL IVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS D PRODUCT OPTIONS 1.11 CONT • CTOR'S REPRESENTATION 1.12 A. In making a formal request for a substitution the Contractor represents that: , . 1. By submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor thereby represents that he has determined and verified all dimensions, quantities, field dimensions, relations to existing work, coordination with work to be installed later, coordination with information on previous Shop Drawings, Product Data, or Samples and compliance with all the requirements of the Contract Documents. The accuracy of all such information is the responsibility of the Contractor. 2. The Contractor has personally investigated the proposed product and has determined that it is equal to or superior in all respects to that specified. 3. The Contractor will provide the same warranties or bonds for the substitution as for the product specified. The Contractor will coordinate the installation of an accepted substitution into the Work, and will make such changes as may be required for the Work to be complete in all respects. 5, The Contractor waives all claims for additional costs related to the substitution which may subsequently become apparent. CHITECT'S DUTIES A. Review Contractor's requests for substitutions with reasonable promptness. B. Transmit evaluations and recommendations to the Owner, so that the Owner can notify the Contractor of the decision for acceptance or rejection of the request for substitution. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED SAGE HALL ROOF AND DO • ERS SUBSTITUTIONS D PRODUCT OPTIONS 01 25 00-8 MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS SECTION 01 31 19 PROJECT MEETINGS 1.0 GENE 1.1 DESCRIPTION A. The Owner will schedule and administer pre -construction meeting, periodic progress meetings, and specially called meetings throughout the progress of the work. 1. Prepare agenda for meetings. 2. Distribute written notice of each meeting four days in advance of meeting date. 3. Make physical arrangements for meetings. 4. Preside at meetings. 5. Record the minutes; include all significant proceedings and decisions. 6. Duplicate and distribute copies of minutes after each meeting. a. To all participants in the meeting. b. To all parties affected by decisions made at the meeting. c. To the Architect. B. Representatives of Contractor, subcontractors and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents. 1.2 PRE -CONSTRUCTION MEETING A. Schedule at least fifteen (15) days after date of Notice to Proceed. B. Location: A central site, convenient for all parties. C. Attendance: 1. Owner's Representative(s) 2. Contractor(s) 3. Architect and its professional consultants 4. Major Subcontractors 5. Major suppliers 6. Safety Representatives for the Owner and Contractor SAGE HALL ROOF PROJECT MEETINGS D DO ERS 01 31 19-1 MAY 9, 2019 CORNE1,1, UNIVERSITY Ithaca, New York SECTION 01 31 19 PROJECT MEETINGS D. Minimum Agendum: 1. Distribution and discussion of: a. List of major subcontractors and suppliers b. Projected Construction Schedules 2. Critical work sequencing a. Identification of major shut downs and approximate schedule 3. Major equipment deliveries and priorities 4. Project Coordination a. Designation of responsible personnel 5. Procedures and processing of: a. Field decisions Proposal requests c. Submittals d. Change Orders e. Applications for Payment f. Requests for Information g. Daily Reports 6. Adequacy of distribution of Contract Documents 7. Procedures for maintaining Record Documents 8. Use of premises: a. Office, work and storage areas b. Owner's requirements c. Job site personnel conduct d. Building access and security 9. Temporary facilities, controls and construction aids 10. Temporary utilities PROJECT MEETINGS 01 31 19-2 MAY 9 2019 CO' ELL UNIVERSITY Ithaca, New York 11. Safety and first-aid procedures a. Contractor's Project Site Specific Plan 12. Security procedures 13. Housekeeping procedures 14. Affirmative Action Plan and Reporting requirements 1.3 PROGRESS MEETINGS SECTION 01 31 19 PROJECT MEETINGS A. Schedule regular periodic meetings on the site, not less than once every two weeks throughout the Construction period. B. Attendance: 1, Architect Architect's professional consultants when, in the opinion of the Owner, needed General Contractor, including Site Superintendent Owner's Representatives 5. Subcontractors as appropriate to the agenda 6. Suppliers as appropriate to the agenda 7. Safety Representative C. Minimum Agenda: 1. Review, approval of minutes of previous meeting 2. Review percentage of work to be in place by next meeting by individual trades 3. Review of work progress since previous meeting 4. Field observations, problems, and conflicts 5. Problems which impede Construction Schedule 6. Review of off-site fabrication, delivery schedules 7. Corrective measures and procedures to regain projected schedule 8. Revisions to Construction Schedule 9. Planned progress and schedule, during succeeding work period 10. Coordination of schedules 11. Review submittal schedules; expedite as required SAGE HALL ROOF D DO ERS PROJECT MEETINGS 01 31 19-3 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York 12. Maintenance of quality standards 13. Review status of all issued proposal requests and change orders 14. Review proposed changes for: SECTION 01 31 19 PROJECT MEETINGS a. Effect on Construction Schedule and on completion date b. Effect on other contracts of the Project 15. Other business D. All decisions, instructions, and interpretations given by the Architect/Engineer or its representative at these meetings shall be binding and conclusive on the Contractor. 1.4 PRE -INSTALLATION CONFERENCE(S) A. The Contractor to hold pre -installation conferences where required by individual specification sections or others at the discretion of the Owner. Minimum attendees would be Architect and/or their specific sub -consultant, Owner, Contractor, Subcontractor, key Suppliers, testing & inspection firm, Facilities Engineering subject matter expert, etc. Minimum agenda would include review of key submittals, RFI's, safety, logistics, material procurement, quality control, etc. Contractor to assemble and distribute the Agenda minimum 48 hours prior to meeting as well as distribute meeting minutes a minimum of seven (7) calendar days after the meeting. B. Submit a list of pre -installation meetings with preliminary dates within fifteen (15) days of issuance of the Notice to Proceed. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED SAGE HALL ROOF D DO ' ERS ****END OF SECTION 01 31 19* PROJECT MEETINGS 01 31 19-4 MAY 9, 2019 CEIIINELL UNIVERSITY Ithaca, New York SECTION 01 31 50 ELECTRONIC PROJECT M AGEMENT SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT 1.0 GENE • • 1.1 SUMM , . Y Owner Provided System: The Contractor will utilize the Owner's electronic Project Management (e -PM) system eBuilder on this project. 1. The Owner shall manage the day to day use of the Owner provided ePM system and organize the training, support and maintenance of the ePM Website System for the entire project team for the period of its use on the Project. B, There are no fees to utilize this system. 1.2 RELA:run SECTIONS A. General Conditions Article 9 — Coordination and Cooperation. B. Section 01 33 00 -- Submittal Procedures 1.3 DEFINITIONS A. ePM: defined as an intemet-based information and project communication system that allows the entire project team to collaborate in a centralized and secured repository. All project -specific correspondence, workflow processes, and documentation will be stored and routed within the ePM system. 1.4 PROCEDURES A. Users will be provided a username and password. The Contractor shall log into the ePM system to enter the Project Documentation listed in section 2.0. All correspondence should be communicated through the ePM system. Training 1. The Owner will hold training sessions to familiarize team members with the system, and all Contractor staff are expected to attend one of these sessions or otherwise receive proper training on the system's use. All cost for personnel time and travel to attend the training as needed shall be included in the Contractor's proposal C. The Contractor shall provide on-site personnel with personal computer(s) and personal computer equipment that will allow the Contractor's personnel to access and use the ePM Website System in a timely and efficient manner. At a miniinum the Contractor is to provide the following equipment and software: 1. Web Browser: with high-speed connection, up/down loading capability SAGE HALL ROOF ELECTRONIC PROJECT M AGEMENT 01 31 50-1 AND DO • ERS (ePM) SYSTEM MAY 9,2019 COI II'' SECT O131 50 Ithaca, Ne York ELECTRONIC PROJECT M AGEMENT 2. Color printer and plotter capable of full-size document production 3. Scanner: capable of scanning a high volume of project documents clearly and quickly Digital Camera: (1) single lens reflex (SLR) type camera 5. Portable Document Format (PDF) Reader/writer software Contractor shall log on to the ePM Website System on a daily basis, and as necessary to be kept fully appraised of the project developments, correspondence, assigned tasks and other matters that occur on the site. These may include but are not limited to RFI's, action items, meeting minutes, discussion threads, schedule updates, submittals, submittal log, punch list items, daily reports, site photos and/or videos and -pre- construction surveys. 1.5 PROCESS OVERVIEW A. The Contractor is required to timely and accurately post, review, respond, and collaborate with other team members using the following features and/or workflow processes within the ePM system. D. Project Team Directory Contractor shall provide an updated directory, of contact information for all companies, subcontractors and project team members who are engaged on this project. Request for Information (RFI): All project RFI's will be submitted using the ePM Website System. The submission of a Request for Information (RFI) is the Contractor's exclusive means of requesting information from the Owner and/or Architect. Attachments - to RFI's (which may include sketches, photographs, documentation, and the like, will be uploaded to the ePM Website System and attached to the RFI electronically. Meeting Minutes: Contractor shall enter meeting agendas, records and minutes in the system for all applicable meetings as designated by the Owner. General Communications, memorandums and Letters (Project Correspondence): Shall be created in or posted to the ePM Website System in PDF format electronically linked to action items. These action items shall include names of party (ies) required to respond, time frame within which action is to be taken and any solutions the Contractor recommends. Drawings and Specifications: The Contract Documents will be posted to the ePM Website System as directed by the Owner. The Owner shall retain the right to assign download rights to active CAD or model files. CAD or model files, in any format, posted to the ePM Website System are for viewing and printing only and cannot be edited. ttals: All submittals shall be fully electronic. Reference Section 01 33 Submittal Schedule and Log: Contractor shall post and/or update on a daily basis. SAGE C PROJECT MANAGEMENT D DORMERS (e SYSTEM 01315 -2 AY 9, 2019 CORN ELL Ithaca, New 1.6 L J. UNIVERSITY York SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT Field Reporting: The Contractor shall post and/or update on a daily basis all reports required by other specification sections. These reports include, but are not limited to, daily construction reports, material location reports, unusual event reports, safety and accident reports. Project Photographs: Contractor shall upload project photographs to the ePM system, field by date and type including but not limited to: 1. General Progress Photographs 2. RFI Issues 3. Non -Conforming Work 4. Special Events 5. As required by individual Specification Sections K. Project Schedule: The contractor shall post, distribute, review, and/or respond to the project schedule, monthly updates, and any other schedule submittals onto the ePM in both native and PDF formats. L. Permits & Approvals: Contractor shall upload and maintain current copies of all permits and agency approvals that relate to the project. M. Issue Tracking: Contractor to log and respond to issues that are related and affect other stakeholders within the project team. N. Quality Assurance: The Owner and/or Architect will issue reports on conforming items in the ePM system. The Contractor is required to review and respond with corrective actions in the system. 0. Change Management — Cost Events and Change Orders will be managed by the e -PM system and the Contractor shall be responsible for reporting potential changes and logging Requests for Change Orders in the system. The Contractor shall also upload and manage all documentation supporting Requested Change Orders. P. Pay Applications Requests (Invoices) — The Contractor shall create and submit invoices for review by the Owner. Once the invoices are agreed to by the Owner then the invoices should be submitted electronically per the instructions for the ePM system. Budget and Cost Management — Contractor to provide estimates and work breakdown structure (WBS) to provide Owner with accurate budget/cost analysis. Q. 1 DITIONAL INFO • ATION A. The Owner may change the standards for distribution and process prescribed above as required to suit the project. B. The Owner shall retain ownership of all data entered into either system and shall administrate and distribute all information contained therein. SAGE HALL ROOF D DO ' ERS ELECTRONIC PROJECT MANAGEMENT (ePM) SYSTEM 01 31 50-3 MAY 9, 2019 ORNEL1 UNI . SITY theca, New York SECT ION 01 31 50 ELECT NIC ImROJECT MAGEMENT C. The Contractor shall make certain that all subcontractors performing significant work on the project shall actively participate in the e -PM system. Requirements for participation in the e -PM system shall be made part of each bid document and final contract. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION - NOT USED *END OF SECTION 013150*** ELECTRON C PROJECT MANAGEMENT (c M 01 504 MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 32 1 Ithaca, New York CONSTRUCTION SCHEDULE SECTION 01 32 16 CONSTRUCTION SCHEDULE 1.0 GENE 1.1 SUMM , . A. The Contractor shall, within seven (7) calendar days of Notice to Proceed, prepare and submit to the Owner estimated construction progress schedules for the entire Work, with sub -schedules of related activities which are essential to the progress of the Work. B. Conferences will be held with the Architect, Owner and Contractor at the start of the project to agree mutually on a progress schedule which must be diligently followed. C. Submit revised progress schedules periodically and when requested to do so by Owner. D. Submit electronic versions of all schedules, including updates, as well as all back-up to the submitted schedules. 1.2 FO OF SCHEDULES A. Prepare Network Analysis system, or prepare schedules in the form of a horizontal bar chart. 1. Provide separate horizontal bar for each trade or operation. 2. Horizontal time scale: Identify the first work day of each week. 3. Scale and spacing: To allow space for notations and future revisions. Format of listings: The chronological order of the start of each item of work. C. Identification of listings: By specification section numbers. 1.3 CONTENT OF SCHEDULES A. Construction Progress Schedule: 1. Show the complete sequence of construction by activity. 2. Show the dates for the beginning, and completion of, each major element of construction. Specifically list: Mobilization/demobilization Scaffolding erection/dismantling c. Crane mobilization/demobilization SAGE HALL ROOF D DO ERS CONSTRUCTION SCHEDULE 01 32 16-1 MAY 9 2019 CORNEI,I, UNIVERSITY Ithaca, New York SECTION 01 32 16 CONSTRUCTION SCHEDULE d. Lightning protection system removal/reinstallation e. Removal, painting, and reinstallation of cresting f. Selective demolition, low slope roofs (by roof area or areas) g. Roof installation (by roof area or areas) h. Slate removal/reinstallation at shed roofs Selective demolition of dormer siding and trim Removal/ nstallation of windows Installation of dormer siding: wood nstallation of dormer siding: metal Installation of exterior window trim n. Carpentry: dormer interiors o. Painting: dormer interiors p. Painting: dormers exteriors q. Installation of snow melt system r. Removal and reinstallation of door thresholds 3. Show projected percentages of completion for each item, as ofthe first day of each month. 4. Show estimated dates for the beginning and completion of work which must be completed by or coordinated with the Owner such as hazardous materials abatement, moving, training and other such items as they are identified. B. Submittals Schedule for Shop Drawings, Product Data and Samples: Confer with the Architect and agree on all elements of the Submittals Schedule. The schedule will be based on the understanding that minimum turn -around time in the Architect's office is seven (7) working days. Some submittals or groups of submittals may take longer to review. Submittals which do not conform to the agreed schedule may be subject to delays in processing. Show: 1. The dates for Contractor's submittals. 2. The dates reviewed submittals will be required from the Architect. 3. Confirmed lead time for manufacturing, production, fabrication and shipment to the project site of all materials which have an impact on the critical path of the Project's construction schedule. SAGE HALL ROOF D DORMERS CONSTRUCTION SCHEDULE 01 32 16-2 MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE 1.4 PROGRESS REVISIONS A. Indicate progress of each activity to date of submission. B. Show changes occurring since previous submission of schedule: 1. Major changes in scope 2. Activities modified since previous submission 3. Revised projections of progress and completion 4. Other identifiable changes C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended, and its effect. 3. The effect of changes on schedules of other prime contractors. 1.5 SUBMISSIONS A. Submit initial Construction Progress Schedules as per Part 1.1 A. of this Section. 1. Owner will review schedules and return review copy within five (5) days after receipt. 2. If required, resubmit within three (3) days after return of review copy. B. Submit progress revision schedules to accompany each application for payment. C. Submit Submittals Schedule within ten (10) calendar days after date of Notice to Proceed with work. D. Submit one reproducible transparency and one opaque reproduction. 2.0 PRODUCTS - NOT USED 3.0 EXECUTION 3.1 DISTRIBUTION A. Distribute copies of the reviewed schedules to: 1. Owner Job Site personnel 2. Subcontractors SAGE HALL ROOF CONSTRUCTION SCHEDULE D DO ERS 01 32 16-3 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, N W York 3. Other concerned parties SECTION 01 32 16 coNsT:UCTION SCIIE ULE B. Instruct recipients to report to the Contractor, in writing, any problems anticipated by the projections of the schedule. ***END OF SECTION 01 32 16*** SAGE HALL ROOF AND DO ' ERS CONSTRUCTION SCHEDULE 01 32 16-4 MAY 9, 2019 CO " ELL IVERSITY SECTION 01 32 33 Ithaca, New York PHOTOG PHIC DOCUMENTATION SECTION 01 32 33 PHOTOG ' HIC DOCUMENTATION 1.0 GENE 1.1 DESCRIPTION A. The Contractor shall provide existing condition photographs taken before commencement of Work, progress photographs taken each day during progress of the Work, and final photographs upon final completion. 1.2 SUBMITTALS A. Progress Submittals 1. Key Plan: Submit key plan of Project area and building with notation of vantage points marked for location and direction of each photograph. 2. Submit digital photograph electronic files, organizationally filed by week, to E -Builder within five (5) days of taking photographs. 3. Each photograph shall be identified with project title, date, and a description of the view. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION 3.1 EXISTING CONDITION PHOTOG PHS A. Before commencement of selective demolition, take photographs of Project area and surrounding areas, including existing items to remain during construction. 3.2 PROGRESS PHOTOG PHS A. Photographs shall be taken daily in a manner which completely documents the work. B. The photographs shall be submitted to the Owner prior to commencement of work and at the end of the first week of construction for review. 3.3 FINAL COMPLETION PHOTOG PHS A. Photographs shall be taken in a manner which completely documents the completed work, for submission as project record documents. ***END OF SECTION 01 32 33*** SAGE HALL ROOF PHOTOG AND DO ' ERS PHIC DOCUMENTATION 01 32 33-1 MAY 9, 2019 CO' ELL PINIVERS1TY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES SECTION 01 33 00 SUBMITTAL PROCEDURES 1.0 GENE 1.1 DESCRIPTION A. Section includes administrative and procedural requirements for submittals, including the following: 1. Shop Drawings 2. Product Data 3. Samples 4. Quality Assurance and Quality Control Submittals 5. Certification of Asbestos free products B. Designate in the Submittals Schedule, the dates for submission and the dates reviewed Shop Drawings, Product Data and Samples will be needed. C. With the exception of physical samples and color charts, or as otherwise approved by the Owner, all submittals shall be electronic images in PDF format created electronically (saved with commenting allowed) which shall be submitted for review and approval via the electronic project management web site. PDFs shall be created directly from the native file format electronically. Scanning of paper to PDF shall be used minimally. Any non- electronic submittals shall be approved on a case by case basis and logged into the electronic management system as directed by a Cornell representative. 1.2 SUBMITTAL REGISTRY D SCHEDULE The Architect shall provide a draft submittal registry in the template needed for eBuilder importation. It will be part of the contract documents and turned over to the Contractor in native format for their use. The Contractor shall be responsible for review and completion of the registry including addition of dates identified below and other information as deemed necessary by the Owner. B. The submittal registry and schedule shall list all submittals required by the specifications, listed in order by the specification section in which they are required. Coordinate the Submittal Schedule with the Contractor's Critical Path Method Construction Schedule and other related documents. SAGE HALL ROOF AND DO ERS SUBMITTAL PROCEDURE 01 33 00-1 MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES C. The Submittal Registry shall include the following information: 1. Title (by Architect for Contractor review) 2, Related specification section and paragraph numbers (by Architect for Contractor review) 3. Subsection (by Architect for Contractor review) 4. Category of Submittal (Certification, Mock -Up, Operations/Maintenance Manual, Product Data, Sample, Shop Drawing, Test Report, As Built, etc.) (by Architect for Contractor review) Submittal Description including description of the part of the Work covered by the submittal (by Architect for Contractor review) 6. Name of Subcontractor, if applicable (Contractor provided, optional) 7. Date due from Subcontractor (Contractor provided, optional) 8. Date due to be submitted for review (Contractor provided, required) 9. Date due for submittal review to be completed (Contractor provided, required) 10. Date for transmittal to Subcontractor (Contractor provided, optional) Date for material or product delivery to project (Contractor provided, required') Priority. Low, normal or high (Contractorprovided, required) 11. Schedule a resubmittal for each major submittal. Except where specified otherwise in the contract documents, provide review times for submittals in accordance with Submittal Procedures and Architect's Duties below. E. Distribution: Initially submit the Submittal Schedule to the Owner for review via the electronic Project Management system. A submittal schedule compliant with the requirements of this section showing all submittals for the preliminary schedule submission duration shall be submitted with the Contractor's preliminary schedule submittal described in Section 01 32 16. The schedule shall also enumerate all submittals to be processed after the initial preliminary schedule submission duration period, although the date for these submittals does not have to be indicated. A final baseline submittal schedule showing all submittals for the entire project shall be included in the baseline schedule submittal described in section 01 32 16, Updating: The Submittal Schedule shall be kept up-to-date by the Contractor until all submittals are approved. Failure to provide the requested information, or delay in submitting required submittals may result in the payment request being returned to the Contractor until the required schedule or submittals are received. SAGE HALL ROOF SUBMITTAL PROCEDURE D DO ' ERS 01 33 00-2 MAY 9, 2019 COIINELI, UNIVERSITY Ithaca, New York 13 SHOP D SECTION 01 33 00 SUBMITTAL PROCEDURES A. Drawings shall be newly prepared information drawn accurately to scale by skilled draftsperson and presented in a clear and thorough manner. 1. Highlight, encircle, or otherwise indicate deviations from Contract Documents. 2. Do not reproduce Contract Documents or copy standard information as basis of Shop Drawings. 3. Standard information prepared without specific reference to Project is not a Shop Drawing. B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included by sheet and detail number. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurements. 6. Submittal: a. For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will be reviewed and returned electronically marked with action taken. b. Maintain returned document as a "Record Document". 1.4 PRODUCT DATA A. Product Data includes brochures, diagrams, standard schedules, performance charts, and instructions that illustrate physical size, appearance and other characteristics of materials and equipment. All submittals shall identify all products as being asbestos free, see Section 01 35 29. B. Collect Product Data into a single submittal for each element of construction or system. 1. Clearly mark each copy to show applicable choices and options. Failure to do so will result in rejection of the submission. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. 4. Show wiring diagrams. SAGE HALL ROOF SUBMITTAL PROCEDURE AND DO • ERS 01 33 00-3 MAY 9, 2019 C'ORNELL UNIVERSITY Ithaca, New York SECTION 01 33 00 SUBMITTAL PROCEDURES 5. Where Product Data includes information on products that are not required, eliminate or mark through information that does not apply. Supplement standard information to provide information specifically applicable to the Work. Preliminary Submittal: Submit single copy of Product Data where selection of options by Architect is required. 8. Submittals: 1.5 SAMPLES A. of materials, color range sets, and swatches showing color, texture, and pattern. B. Office samples shall be of sufficient size and quantity to clearly illustrate: For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will be reviewed and returned electronically marked with action taken. Maintain one (1) copy as a "Record Document". Samples include partial sections of manufactured or fabricated components, cuts or containers 1. Functional characteristics of the product, with integrally related parts and attachment devices. 2. Full range of color, texture and pattern. C. Field samples and mock-ups: 1. Contractor shall erect, at the Project site, at a location acceptable to the Architect. 2. Size or area: that specified in the respective specification section. 3. Fabricate each sample and mock-up complete and finished. 4. Remove mock-ups when directed by the Architect. 5. Perform necessary work to bring any area disturbed by mock-ups to the areas original condition. D. Submit fully fabricated Samples cured and finished as specified and physically identical with material or product proposed. 1. Mount or display Samples in manner to facilitate review of qualities indicated. 2. Identify Samples with generic description, product name, and name of manufacturer. 3. Submit Samples for review and verification of size, kind, color, pattern, and texture. SAGE HALL ROOF D DO ' ERS SUBMITTAL PROCEDURE 01 33 00-4 MAY 9, 2019 CORNEI.1, UNIVERSITY Ithaca, New York SECTION 01 33 00 SUBMITTAL PROCEDURES 4. Where variation in color, pattern, texture, or similar characteristics is inherent in material or product represented, submit at least three (3) multiple units that show approximate limits of variations. 5. Preliminary Submittals: Submit one (1) full set of choices where Samples are submitted for Architect's selection of color, pattern, texture, or similar characteristics from a range of standard choices. Submittals: a. Submit one (1) set for Architect's review. Architect will return one (1) set marked with action taken. Maintain sets of Samples, as returned, at Project Site, for quality comparisons throughout course of construction. Additionally, for electronic transmittal, photograph sample and its label and attached to the submittal item electronically via the electronic project management. 1.6 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS A. Quality assurance and quality control submittals include design data, test reports, certifications, manufacturer's instructions, and manufacturer's field reports. B. Professional design services or certifications: Where Contract Documents require professional design services or certifications by a design professional, Contractor shall cause such services or certifications to be provided by a qualified design professional, whose registration seal shall appear on drawings, calculations, specifications, certifications, Shop Drawings, and other submittals prepared by such professional. Architect shall be entitled to rely upon adequacy, accuracy, and completeness of services, certifications, or approvals performed by such design professionals. C Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies as specified in the Contract Documents. D. Manufacturer's instruction: Preprinted instructions concerning proper application or installation of system or product. E. Manufacturer's field reports: Reports documenting testing and verification by manufacturer's field representative to verify compliance with manufacturer's standards or instructions. F. Submittals: 1. For electronic transrrintal, submittals shall be distributed electronically via the electronic project management system and will be reviewed and returned electronically marked with action taken. 2. Maintain one (1) additional copy as "Record Document". 1.7 CONTRACTOR RESPONSIBILTI'IES A. Review submittals for compliance with Contract Documents and approve submittals prior to transmitting to the Architect. SAGE HALL ROOF SUBMITTAL PROCEDURE 01 33 00-5 D DO ' ERS MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES B. Specifically record deviations from Contract Document requirements, including minor variations and limitation. Comply with requirements of Section 01 25 00 Substitutions and Product Options. C. Contractor's approval of submittals shall indicate that the Contractor has determined and verified materials, field measurements and field construction criteria, and has checked and coordinated information within each submittal with requirement of the Work and Contact Documents. Field conflicts which arise from the contractor's failure to fully review and approve submittals before ordering equipment, will result in the contractor being burdened with all costs to remediate the situation. D. Contractor shall be responsible for: 1. Compliance with the Contract Documents 2. Confirming and correlating quantities and dimensions 3. Selecting fabrication processes and techniques of construction. 4. Coordination of the work represented by each submittal with other trades. 5. Performing the work in a safe and satisfactory manner. 6. Compliance with the approved Construction Schedule. other provisions of the agreements. It is understood that the Architect's notation on the submittals is not to be construed as an authorization for additional work or additional cost. If any notations represent a change to the Contract Sum, submit a cost proposal for he change in accordance with procedures specified before proceeding with the work. G. It is understood that the Architect's notation on the submittal is not to be construed as approval of colors. Make all color -related submittals at one time. H. Notify the Architect by letter of any notations made by the Architect which the Contractor finds unacceptable. Resolve such issues prior to proceeding with the Work. F. I. Begin no fabrication of work until all specified submittal procedures have been fulfilled. J, Do not submit shop drawings, product data or samples representing work for which such submittals are not specified. The Architect shall not be responsible for consequences of inadvertent review of unspecified submittals. KThe review of shop drawings shall not relieve the Contractor of the responsibility for proper construction and the furnishing of materials and labor required even though the same may not be indicated on the review shop drawings. L. Certify that only asbestos free material is used in the execution of all work. Reference Section 01 35 39 SAGE HALL ROOF D DO ' ERS SUBMITT PROCEDURE 01 33 00-6 MAY 9, 2019 CELL UNIV Ithaca, New York RSI TF L8 SUBMITTAL C S SECTION0133 00 SUBMITTAL 1. Coordinate submittals with performance of construction activities in accordance with the Submittal Schedule approved by the Architect and Owner. 2 Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and related activities that require sequential activity. 3 Prepare and transmit each submittal in accordance with the Submittals Schedule, agreed to by all entities involved. 4. Prepare, review, approve and transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. 5. Architect's Review: Allow seven (7) working days for Architect's initial processing of each submittal requiring the Architect's review and response, except for longer periods required as noted below, and where processing must be delayed for coordination with subsequent submittals. The Architect will advise the Contractor promptly when it is determined that a submittal being processed must be delayed for coordination. Allow five - (5) working days for Architect's reprocessing of ; each submittal. Notify the Architect when processing time for a submittal is critical to the progress of the work, and the work would be expedited if its processing time could be shortened. An additional three (3) working days will be required for items specified in Divisions 6, 7, and 8. Allow time, for delivery in addition to review. 7. Allow time for reprocessing each submittal. No extension of Contract Time will be authorized because of "failure to prepare submittals sufficiently in advance of Work to permit processing. Submittals made which do not conform to the schedule are subject to delays in processing by the Architect. 10. Refer to Section 01 32 16 Construction Schedules for requirements of the Submittals Schedule. 11. Failure of the Contractor to obtain approval of Shop Drawings shall render all work thereafter performed to be at Contractor's sole risk, cost and expense. Submittal Preparation Place permanent label or title block on each submittal for identification. Indicate name of entity that prepared each submittal on label or title block. SAGE HALL ROOF SUBMITTAL PROCEDURE AND DO ERS 0133 ®7 AY9,2019 CORNEI L UNIVERSTIN Ithaca, New York SECTION 01 33 00 SUBMITTAL PROCEDURES 3. Provide space on label or beside title block on Shop Drawings to record Contractor's stamp, initialed or signed, certifying to review of submittal, action taken, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of Contract Documents. 4, Complete all fields on submittal item details in ePM system including meaningful description. 5. Include the following information on submittal documentation: Drawing, detail or specification references, including section number, as appropriate to clearly identify intended use of product. Field dimensions, clearly identified as such. c. Relation to adjacent or critical features of the work or materials. Applicable standards, such as ASTM or Federal Specification numbers. Provide a blank space for the Architect's stamps On transmittal, record relevant information including deviations from Contract Document requirements, including minor variations and limitations. Identification of revisions on re -submittals, other than those noted by the Architect on previous submittals. 7. Shop drawings with the comment "by others" are not acceptable. All such work must specifically identify the related responsible subcontractor, C. Submittal Transmittal: 1. Transmit submittals via the electronic project management system to Architect unless otherwise noted or directed. Prepare and generate transmittal in ePM system for submission of samples. Package sample and other each submittal appropriately for transmittal and handling. 1.9 RESUBMISSION IZEOUIREM F,NTS A. Make any corrections or changes noted on previous submittals. B. Shop Drawings and Product Data: 1. Revise initial drawings or data, and resubmit as specified for the initial submittal. 2. Indicate any changes which have been made other than those noted by the Architect. C. Samples: Submit new samples as required for initial submittal. SAGE HALL ROOF AND DO ' ERS SUBMITTAL PROCEDURE 01 33 00-8 MAY 9, 2019 CO' ELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 1.10 . CHITECT'S DUTIES A. Review submittals with reasonable promptness as identified in 1.8, paragraph 5 of this Section. B. Notations on the Submittal Review Stamp or eBuilder file mean the following: 1. "Approved (APP)" indicates that no deviations from the design concept have been found and Work may proceed. 2. "Approved as Noted (AAN)" indicates that deviations from the design concept which have been found are noted, and the Contractor may proceed accordingly. 3. "Revise and Resubmit (• )" indicates that Work covered by submittal, including purchasing, fabrication, delivery, or other activity may not proceed. Revise or prepare new submittal according to Architect's notations; resubmit without delay. Repeat if necessary to obtain different action mark. 4. "Rejected (REJ)" indicates that Work covered by submittal, including purchasing, fabrication, delivery, or other activity may not proceed. Revise or prepare new submittal according to Architect's notations; resubmit without delay. Repeat if necessary to obtain different action mark. "On Hold (ONH)" is used in a very limited capacity and means that the Contractor should not take action until the reason for hold has been cleared and may be required to revise and resubmit. 6, "Not Reviewed (NRV)" is used for submittals that were submitted in error, duplicate, or other reason that does not require review by the Architect but need to be closed by the Contractor upon return to them 7. "For Record Only (FRO)": Submittals for information or record purposes, including Quality Assurance and Quality Control Submittals, and Material Safety Data Sheets (MSDS), will not require responsive action by the Architect. a. Architect will forward informational submittals without action. b. Architect will reject and return informational submittals not in compliance with Contract Documents. C. Incomplete Submittals: Architect will return incomplete submittals without action. D. Unsolicited Submittals: Architect will return unsolicited submittals to sender without action. E. Return submittals to Contractor for distribution, or for resubmission. SAGE II D DO L ROOF ERS SUBMITTAL PROCEDURE 01 33 009 MAY 9, 2019 CORN ELL UNIVERSITY Ithaca, New York 1.11 DISTRIBUTION SECTION 01 33 00 SUBMITTAL PROCEDURES A. Distribute reviewed Shop Drawings and copies of Product Data when possible via the electronic project management system to: 1. Job site file 2. Record Documents file 3. Subcontractors 4, Installers 5. Suppliers Manufacturers 7. Fabricators 8. Architect Owner B. Do not permit use of unmarked copies or rejected copies of submittals in connection with construction at Project Site or elsewhere where Work is in progress. 2.0 PRODUCTS - NOT USED 3.0 EXECUTION -- NOT USED ***END OF SECTION 01 33 00*** SAGE HALL ROOF AND DO ' ERS SUBMITT PROCEDURE 01 33 0040 lkilAY 9, 2019 COL UNIVERSITY Ithaca, New York SECTION 1 35 GENE HEALTH AF SECTION 1 35 29 GENE' .L HEALTH . SAFETY 1.1 DESCRIPTION; A. This Section provides requirements for general health and safety during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub -contractors involved in the project. In addition to the requirements of this Section, all laws and regulations by applicable local, state, and federal agencies shall apply to the work of this contract. " In some cases the requirements of these Specifications may by intention exceed such legal requirements, but in no case shall this Specification be interpreted or understood to reduce or eliminate such requirements. 1.2 CONT' C 'S PROJECT SITE SPECIFIC A. Contractors are required to submit a Project Site Specific Plan (PSSP) for review by Cornell University representatives before commencement of work on the site. The PSSP should address site specific information, controls and or requirements as it relates to the entire scope of work for the project. All contractors shall use the Project Site Specific Plan Template below to develop their Project's PSSP. The template may be downloaded at: 1. Within the PSSP Template are example(s) to use as reference. The provided examples demonstrate Cornell University's expectations for providing detailed site specific information, controls and requirements. Project Site Specific Plan's that inadequately address site specific operations will be returned with comments for resubmission. Failure to submit a PSSP may result in delay of project and/or denial of the payment. 3. All projects must have the PSSP submitted viae -Builder for review and comment. PSSP submittal should be submitted a minimum of ten (10) days prior to the commencement of work on site. The Contractor may opt to submit their PSSP in phases. The Contractor must submit a phase submission plan using the PSSP Submission table included in the PSSP template for approval by Owner's Representative with initial submission. Submit remaining phases no later than ten (10) days prior to the start of a new, predetermined project phase or milestone. 1.; Projects having less than a ten (10) day turn -around shall coordinate their submittal with the Owner's Representative, who should coordinate with Occupational Health, Safety and Injury Prevention (OHSIP), the University Fire Marshall's Office and Contract College's Codes Enforcement Official, if applicable. SAGE L ROOF GENE L HEALTHSAFETY AND DORMERS 01 294 MAY 9, 2019 CO ' ELL Ithaca, New C. D. E. IVERSITY SECTION 01 35 29 GENE HEALTH & SAFETY York The Contractor is responsible for its employees and its subcontractors. Subcontractors are required to submit their PSSP to the General Contractor. The General Contractor is responsible to ensure all subcontractor(s) PSSP's are adequate per their scope of work. The General Contractor is required to ensure their project's PSSP is accurately maintained throughout the duration of the contract. Resubmission is required for any new scope elements not previously addressed by the Contractor's original PSSP. Definitions: Project Site Specific Plan (PSSP): A structured document that details the scope of the contract work and related site specific controls, requirements and information for University and Contractor personnel. This document is not intended to be all inclusive of all applicable local, state and federal laws and regulations for which the General Contractor and its Subcontractor(s) are expected to comply. Authority Having Jurisdiction (AHJ): • The organization, office or individual responsible for approving equipment, an installation or a procedure (NYS Fire Code). The local government, county government or state agency responsible for the administration and enforcement of an applicable regulation or law (NYS Building Code -§202.2). Occupational Health, Safety and Injury Prevention (OHSIP): A division of Cornell University's Environmental Safety and Health Department, The OHSIP division can be contacted at (607)-255-8200 or by email at askEHS@cornelhedu SME: The University's subject matter expert. 13 AERIAL WORK PLAT() A. B. The preferred method for Aerial Work Platforms (AWPs) boom storage is fully retracted and fully lowered to the ground. In some circumstances booms may need to be stored in the air because of vandalism concerns, minimal size of storage location, etc. I, If this is case, the area under the elevated boom must be blocked or arranged such that prevents people from walking, standing, working or parking vehicles underneath. 2, When booms are stored in the air consult the extended weather forecast. Booms should not be stored in the air during predicted high winds, or severe storms. AWPs become unstable at winds or gusts greater than 25 mph and must be fully lowered to prevent a tip -over. SAGE HALL ROOF D DO ' ERS GENE HEALTH & SAFETY 01 35 29-2 MAY 9, 2019 CORNELL IVERSITY SECTION 01 35 29 Ithaca, New York GENE ' HEALTH & SAFETY 1.4 ASBESTOS A. All products provided for use in construction at Cornell University are to be free of asbestos. At Substantial Completion, prior to beneficial service, the Contractor shall provide a signed certification form "Exhibit AC" stating that all Contractor supplied & installed products are 100% asbestos free. The Contractor has to attach applicable Safety Data Sheets/ Material Safety Data Sheets for each product documenting a 100% asbestos free status. The University may provide random testing of products for asbestos content. Any Contractor installed product found to contain asbestos shall be classified as defective work. Defective work shall be corrected by the Contractor as specified in the General Conditions. B. Attached for the Contractor's information are asbestos reports which represent samples taken within the building. C. Based on the above, disposal of asbestos containing material is not anticipated. 1.5 LEAD A. Building may contain lead-based paint. The Contractor shall protect workers in accordance with OSHA regulations. The Contractor selects the means and/or methods to address the presence of lead based paint, and must concurrently protect its workers based on the Contractor's means and/or methods. The Contractor is required to submit a lead plan that is site specific, indicating that the protective measures the Contractor proposes meet the OSHA standard 1926.62 "Lead in Construction Standards". This site specific plan should address the particular methods the Contractor intends to protect its workers, the building occupants and the building structure based on its selection of addressing the presence of lead based paint. 1.6 SITE VISITS A. The undertaking of periodic Site Visits by Architects, Engineers or the Owner shall not be construed as supervision of actual construction, or make them responsible for the safety of any persons; or make them responsible for means, methods, techniques, sequences or procedures of construction selected by the Contractor or its Subcontractors; or make them responsible for safety programs and precautions incident to the Work, or for the safe access, visit, use, Work, travel or occupancy of any person. 1.7 ('ONFINE') SPACE A. The Contractor shall be responsible for the identification of confined space in accordance with OSHA requirements. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 35 29*** SAGE HALL ROOF GENE AND DORMERS HEALTH & SAFETY 01 35 29-3 MAY 9, 2019 CORNELL UNIVERSITY' Ithaca,New York ell University CON TOR'S ER IC TION OF ASBTm (Rabbit .QC) SECTION 01 35 GENE HEALTH & SAFETY OV,,NER ❑ AFC 1 `" 0 C ON -MAC R 0 °w 0 0 PECaTEC' `O lit 1� Lh T FOR crINTRAcT DA TR DATE Fal t d for at lal is ~hca t��; t kx t ref1ckl Fl t r 1 sl a3i F ale a z t F -fp Slate of in" noba May 1, 2019 Ms. Tina Vega Cornell University 116 Humphreys Service Building Ithaca, New York 14853 Re: Llmited Pre -Renovation Asbestos -Containing Materials Inspection Cornell University Sage Hall — Low Slope Roof Replacement and Interior Facing Dormer Improvements 114East Avenue, Ithaca, New York 14QSO Cornell University Work Order 11660897, TA -34 Building Code: 3OD2 Labe||aProject Number: I19O461.34 Dear Ms, Vega: Please find enclosed the limited asbestos and lead-based paint pre -renovation inspection report for the referenced ocation, whlch at a minimum should be distributed as foliows: One (1) completed copy of the report must be retained for your files. One (1) copy of the completed report must be submitted to the local government entity charged with issuing a permit for demolition, renovation, remodeling or repair work under applicable state or local laws or, if no such permit is required, to the town or city clerk where the buildings are located. And one (1) completed copy of the completed report must be kept on site for the duration of the project. |fyou have any questions please feel free tocontact meat(SOS)4O2,7O47 Sincerely, LaBelle Associates, D.P.C. Douglas AStamp Project Manager �DO5�t�E�uaet'�u�h*2O�� �ocheste�NY 1y1b141pS8���54`811U|�5B�~64�3Ob� aBetta Limited Pre -Renovation Asbestos -Containing Materials Inspection Location: Sage Hall: Low Slope Roof Replacement and Interior Facing Dormer Improvements 114 East Avenue Ithaca, New York 14850 Prepared for: Cornell University 116 Humphreys Service Building Ithaca, New York 14853 Prepared by: LabeIla Associates, D.P.C. 300 State Street Rochester, New York 14614 Cornell University Work Order 11660897 Building Code No. 3002 LaBella Project No. 2190461.34 May 2019 300 State .c.::.:treet. SUAe 201. POCIEster....N'Y 1416141. r'r Table of Contents Page 1. Project Description 1 II. Inspection Procedures 1 III. Inspection Limitations 1 IV. Inspection Results 2 V. Observations & Cautionary Statements 3 Asbestos Bulk Sample Summary Table T-1 Appendix A Asbestos Inspection Fact Sheet Appendix B — Laboratory Analytical Report Lead Results Table Appendix C — Inspection Photos Appendix D — Sample Locations Drawings Appendix E —Asbestos Licenses and Certifications Appendix F — Asbestos Bulk Sample Report — Delta Engineers, Architects, and Land Surveyors, P.C. — Dated October 7, 2013 FS -1 I. '' Project D'ption |naccordancevVhhcVrrentreguadohs,La8eb}Assnc--~Up.C.(La8ela)ronduttedaUmitedPre- Renovation Regulated Building Materials (RBM) lnspection of roofing and dormers on the low siope roofs and interior facing dormers on Sage Hall on East Avenue located on Cornetl's campus in lthaca, New York. It 5 understood the roofsand dormers are scheduled for renovation in the near future, Materials and locations understoowere determined from information provided by Cornell Work Order 11 60897 and the UCampus contact person Randy Nesbitt I[ InspectionP'��=�U��� .---- The foliowing procedures were used to obtain the data for this Report: A. Plans of the renovations were obtained through Cornell Work Order 11660897 and were used in conjunction with thisinspection.^� B. An inspection of the roofs and dormers was conducted to identify visible and accessib e sources of suspect ACMs and lead-based paint (LBP) C. Bulk samples of the suspect ACMs were collected and submitted for lry analysis fluorescence (XRF) readings were taken of painted materials. D. Asbestos samples were submitted for aboratory analysis. Preliminary Polarized Light Microscopy (PLM) analyses of non -friable, organically bound (NOB) materials and friable materials were performed by LaBe||a Laboratories, a NYSDOH accredited laboratory, to determine the presence and percentage of asbestos in each sample. Transmission Electron Microscopy (TEanalyses of NOB materials, if necessary, were performed by AMA Laboratories. E. Results of the labora analyses, field testing and the visual on-ite inspection were compiled and summarized. UL Inspection Limitations This inspection was conducted in accordance with generally accepted environmental engineering practices for this region. Collection of bulk samples of suspect ACMs was limited to those materials readily accessible using hand tools or hand-held power tools. Homogeneous materials were identified and located based on visual observation from readily accessible points. The data derived from representative samples of any given homoneous material represent conditions that apply only at that particular location, lnspection protocol and methodology requires that sample data be used to draw conclusions about the entire homogeneous area, but such conclusions may not necessarily apply to the general Site as a whole, '1 Limited Pre -Renovation Asbestos -Containing Materials Inspection Cornell University - Sage Hall — Low Siope Roofand Dormers CU WO 11660897 ``LaBeu^Project 21yo4o1a4 LaBella makes no other warranty or representation, either expressed or implied, nor is one intended to be included as part of its services, proposals, contracts or reports, No asbestos inspection can wholly eliminate the uncertainty regarding the potential for undiscovered ACMs, The Work performed by LaBella is intended to reduce, but not eliminate, uncertainty regard potential for ACMs and LBPs at the Site. This asbestos inspection report is not intended to be a bid document for an abatement scope of work. This report is intended to satisfy the requirements of NYS Code Rule 56-5 for asbestos inspections. Abatement project design can only be performed by a certified Project Designer. IV. Inspection Results Asbestos -Containing Materials (ACMs) Based on laboratory analyses of bulk samples collected, none of the materials collected in the field were determined to contain asbestos. Lead -Based Paint (LBP) Several representative exterior painted surfaces were observed and tested for the presence of lead- based paint using XRF testing procedures. In accordance with Environmental Protection Agency (EPA) protocols, no materials were observed or tested which contain lead above the action level threshold of 1.0 mg/cm'. However, additional lead-based materials may exist within the renovation, areas. Therefore, the renovator shall be responsible for determining the quantity, location and condition of materials not observed during this inspection. Non -Suspect / Non -Asbestos Materials The following materials were found to be non -suspect or were inspected and survey information (see Appendix F) or laboratory analysis as being non -ACM • Black EPDM Roof Membrane • Foam Board Insulation • Gray and Brown Caulks • Black Sealant • White Wood Putty • Tan Wood Filler • Water 84 Ice Barrier • Gray and White Window Glazing • Gray and Yellow Window Caulks ere identified by previous -2 ted Pre -Renovation Asbestos -Containing Materials Inspection Cornell University -Sage Hall - Low Slope Roof and Dormers CU WO 11660897 LaBella Project 219046134 V. Observations and Cautionary Statements Potentially Hidden/Inaccessible ACW4y As stated earlier, collection of bulk samples of suspect ACMs was limited to those materials readily accessible. Destructive sampling techniques were used, but in a limited fashion, in order to minimize disruption and damage to building components. Although this inspection was conducted in a manner consistent with recognized professional practices, the potential does exist for additional ACMs to be inaccessible, hidden, and undiscovered in the areas inspected. Any suspect materials encountered during renovation shall be assumed to be ACM until the material can be inspected and if necessary sampled to identify the material as non -ACM as per standard EPA and OSHA regulations. Work in the vicinity of the suspect material shall cease until such time as the inspection or sample results are received. 3 - Limited Pre -Renovation Asbestos -Containing Materials Inspection Cornell Universit—Sage Hall — Low Slope Roof and Dormers CU WO 11660897 LaoexaProject z1ycwoz.m Asbestos Bulk Sample Summary Table Asbestos Bulk Sample Summary Table Cornell University Sage Hall — Low Slope Roof Replacement and Dormer Improvements Items In Bold are Confirmed ACM 1A 1B 2B 3A 3B 4A Type 0 ate Black Sealant Black Sealant Gray Caulk Gray Caulk Black Barrier Black Barrier Tan Wood Filler ple EPDM Seam EPDM Seam Edge Cap Chimney Flashing Under Slate on Gable Dormer Under Slate on Gable Dormer Exterior Window Sill Asbest None Detected None Detected None Detected None Detected None Detected None Detected None Detected 4B 5A 5B Tan Wood Filler White Wood Putty White Wood Putty Exterior Window Sill Shed Dormer Sidewall Shed Dormer Sidewall T-1 Limited Pre -Renovation Asbestos -Containing Materials Inspection Cornell University — Sage Hall — Low Slope Roof and Dormers CU WO 11660897 LaBella Project 2190461.34 None Detected None Detected None Detected Appendix A Asbestos Inspection Fact Sheet Asbestos Inspection Fact Sheet Name and Address of Building/Structure Sa.e Hall 114 East Avenue Ithaca, New York 14850 Name and Address of Building/Structure Owner Cornell University 116 Humphreys Service Building Ithaca, New York 14853 Name and Address of Owner's Agent LaBelle Associates, D.P.C. 300 State Street, Suite 201 Rochester, New York 14614 Name of the Firm & Person Conducting the Inspection LaBelle Associates, D.P.C. Doug Stamp (NYSDOL Cert #89-07587) Date(s) the inspection Was Conducted April 25 2019 FS -1 Limited Pre -Renovation Asbestos -Containing Materials Inspection Cornell University — Sage Hall — Low Slope Roof and Dormers CU WO 11660897 LaBella Project 2190461.34 Appendix B Laboratory Analytical Report Lead Results Table BULK SAMPLE ASBESTOS ANALYTICAL REPORT LABELLA ASSOCIATES, P. C. ANALYTICAL LABORATORY 300 STATE STREET ROCHESTER, NY 14614 (585) 454-6110 FAX(585) 454-3066 LB', JOB # 11184 b TEM El AP 28919 198:1, & 198.6 RSD: 14;2°it LABS CLIENT: Labella Associa ADDRESS 300 State Street 1 Mester, NY A 1'1{C)J EC `i` fl 2 1 9040 1:31 SAMPLE TYPE: P1 BO k 4C 14 SAMPLE DATE: 04125/2019 PROJECT LOCATION: Cornell University `1t1.` 11&ttt ktot. I ,Ill.s`1``t °t"i'ITh; L) 2&91°1-I � �1 1 ND N mrlrt:'. 9,1 Ni)' ND ND 289199,1 r " 25919-5 ND N[3 ND 24°19-7 T ull ND 25919.5 N41 ND ND 2'Lt791L-1L7 1 ND ND It1ti:4 1lll'L F WO La PUTTY 100 WHITE V9/09 ? r'IJ ND - None Detected C 1 I,l Cell iIo c Ii: loins Cmnpound 89191 Misteral fi1.AS, i"rl?et el<as e Lrvice - Friable 01,M alialttscal I N -NOR 1'1 N2 anahuctl r uIt 1 h€;fYt a result -iN Incoittlllst:" Ui-C;ravrinxutc Matrix Rcducticass: Sallnplc residue Vci0llq '-: I% oC original S;tn1(}1l ta'ail=ail TEM slot scgtsil cl Vcrinlculs± Ver 1 ;n as1 stos-contail1in0 ntul ral In <Ic:ccrrdttlacc ith NYSDOI`1 determination. S c NYSDoiI aai #.ar7cl. a'a+Table upon sccluc Ylcasrnnle: Due 10 11crcncc Ironsample mil trio etanlpiinrnls I1ld r prrrteil via f'I:M method f I_i1P It)R i as my=:ata G z=r I`rtt q -r4 Tei ttlrsy as tt I'ttise Negative I is re Lssttln ended Thal nddllionttl anal Ical tcclirrigrrc, III'h a. lavintelric rcduclion. 1I'iM "Ind falters he us,id to reduce III conlpunents yielding 010 alecnra(r rc nlas. 1 "I'illarir.ed-li ht mir:ruscolad {I'1;h1} is nol'rftr4islLauly r litlhle in ileieelin' tl hcliter ce7ierin„s an srntil: tr;nlsn1155100 elec Iron Inlcrosropy q I1=.11i Is r1111y the 1111'' mr11011 tltnl can br sascti to tictCrin341c It''I ltss sns+icr'irs I:oeatio�a. Join No.: LaBella Lab No.: Stop Positive AND C"II Cl Cita":i9A°Ifi' Client: R s Std. Relinquished by:_ rvAv Received by: att S .vial Number of Samples Sample Location Oli"°C°,asa uiiuz�riS 9mL COC-zlo. XRF Lead Sampling Summary Table Cornell University — Sage Hall — Interior Facing Dormer Improvements Ithaca, New York 14850 LaBella Project No. 2190461.34 Reading No. Location 2 4 5 6 7 8 9 Calibration Check Shed Roof Dormer Shed Roof Dormer Shed Roof Dormer Gable Roof Dormer Gable Roof Dormer Gable Roof Dormer Gable Roof Dormer Calibration Check Structure Sill Sidewall Face Trim Sill Face Trim Eave Sash I = Intact Condition. No visible damage or deterioration P = Poor Condition. Paint is chipped, peeling, or otherwise damaged Substrate Wood Wood Wood Wood Wood Wood Wood Color XRF Result PASS Brown - P 0.00 Brown - P Brown - P Brown - P Brown - P Brown - P Green - P 0.00 0.00 0.00 0.00 0.00 0.00 PASS Appendix C Inspection Photos Non -ACM EPDM Membrane and Foam Insulation Board on Steel Deck Non -ACM Black Seam Sealant Non -ACM Caulk Non -ACM Wood Filler Non -ACM Wood Putty Appendix D Approximate Sample Locations 114141444.44414- 441EMDELI1\TTE ETOOE4NIEM MEMORMIE NE1ELLTIE14145, R44:141)14 MATS. 44012174K NERMAELELPT 111 /\r1 445411,44110141 DOWN 10 [444,51-ING METAL L44,141E4 MEMO PENN €1441,141LINET FOOD 114424411415. 1LL11,4B441(-4 MENTG, ANC) ROOF MAL CIRE5 EC) REMAIN, 2, I EADECOATED CE)5PER 4- ZINC FLASTING5 COPINGS PO REMAIN EKER, REUBEN REPLACE /NNE REGETENER5 .DAMAGED DURING REEMOVAT Or MEMBRANE ROOFING 6,10R PLA5MINGS, 3, INSPECTS ENTIRE METAL ROOF DECK, DOCUMENT ANY ARLENE) WIEN CORRCESION 410B) DAMAGE ANC) REPORT TO ARGMITECT, I NANNING PROTECTION: DISCONNECT PEI:MOVE CABLED, AR TERCEINATED IkLL1124-1144413. CABLE CLAMTES. CABLE BOLDERS. TITAETLETTE TALENT ARE BART OF TETE 1.14...,,MTrAtN;,6 rEIRIATENETKON 1544BVEM 1A 11 F1C142f REMETNIALAR,E,A, 5441ELMAGE1 LLNLL. CABLED', ANK 1 LE1,MINALS. CELL1144.14 ETTATEIF5 WEL REMBLE, TEEPEE ROLETor 41411141EMIL1P -444414401,14ALS TO REIMAN !N RACE, 11.4, MANSARD ROOFS: R,PNECTVEI LOWER SLATE COURSED TO PERMIT ) REMOVAL Or MEMBRANE: FLATEBLING AND INSTALLATION OF NEW COPPER MEMBRANE FLETEENIING5 4: RECEIVER5, REMOVE SLATE IN PMT -L -14444111E45 IETE11 KIEMEELLEIF 4111111MIN11,51111445 441411445411 (111I PLANTEET EROM 1-414THERETERIAFTELLEEI LEL IELTIMM1ZE EILLIMIELLK CIE 11. AF REEINLETTALL,444014,5441,44446E. AIL 501.114D AND 1144411AM11GE114 EMATE FOR, REINBTALLADON, REMOVE MEMBRANE. ROOFING APPROXIMATE 4-44144A OF STALE ROOFING FEMOVAI, F.00 rTY: L.3 ROOF roo. IITEE ROOF )FAN ROOF VINT CO ELECT RIC DNICING CANED x ITICETITNING PROTECTION NEL TERIMINEM 4,5 TIG4IENING 1 ECT101 DiRLIEROOF 411441(12)441) LIGUTNING FROTECTION CAL:PTE. TAGGED REMOVALS REMOVE DEICING SYSTEM., CUP WEEDS BETWEEN CRESTING SECTIONS, UNBOLT CREEETING BECINONB f ROM ELIEFFORJ LEA5E5 AND REMOVE MR CLEANING 4 PAINTING OFF SITLE METAL BUPPORPT BASES -10 BILINTAIN IN PLACE. O umovE. WINDE)W UN'T 4, WOOD SILL, REMETVE INTERIOR TRim 510015 AL5 REQUIRED DOR INSGALINTICTN Of NEW WINDOW UNIT5 REINBTAI • MEIAL LOUVER 10 REMAIN, NOLL(244 METAL EL ACTk TO REM) IN, O REMOVE PLYWOOD BIDING C)N DORMER. REMOVE WC -4041 APRONS AND 1,14001) TRIM API HEAD LE JAMBS, REMOVE & !:MR VAGE LOC L ROCA ro4 REINOTALLARON DIOCONNECT, REMOVE OALVA,TR ROMFOM RECTION OF LEADER FOR REINOTALLKOON ELECTRiCAL CCILOM 5 TO RFRAMI RE' MOVE ,LOOM LIGRff 5, ORO-0RLO PhOTO CELL ORO REOLPRE) FOR. REMOV/M. ALIOROK LATIOR (W. RIFM5RIV Roorm) tommismial ttN tste—lligt. 'k!' ft11'4 usiP-4!t-i'':<:' ''' ,. oior ....„.' ,,,,i4:!, tiFtirioae ,ra Cog Nil • - • ,,,,ini. ea il sli am ini:: mr,,of 111:110;1111011:1 .' . II, El IIIIMUMIIMIel' intrainsT04:110,,,,i; f444,1 a REMOVE IMMO 5 CUT 5MP,C.R.1 RALRE alit: 1131"1111111111111ilimosillismenillasola a.... mimimummoimmo- ° 5B * ,.. :7' 7%1:: ' _ is milmailliiiO&W, ' MB NM F4 i ' 2" r iniol !LIKIMIsmisepla is*: ,,, . . . ..01_, NI .1011111111011E11111111111111111111"' ' ' lo. ,,,Fcarilirrio.---rillimmusillaillillIN011111111114,. .:. , ; A % _oramuiptu. -Norieugovert ,,,,.. „gm At140.5950114)stv, 4wittilA ak ' -r-ii•-'4: '..ii. -A4 -44„,t44. -7-..r* ,'Issiii ROOE REMOVAL PLAN Argus Architecture Preservation, P.C. .1O -r M0,4, 1 rvn Nc, York 12 h 1 d (518)27244,RJ 1m (518} 272-8145 mnnql awl.. JNymmak com mw, kagumrdomm SAGE HALL LOW SLOPE ROOF REPLACEMENT AND INTERIOR FACING DORMER IMPROVEMENTS Cornell University 114 East Ave. Ithaca, NY 14850 90% CONSTRUCTION DOCUMENTS ,40Ci\t. sISO Cornell University Facilities and Campus Services, Engineering and Project Management Humphreys Service Building Ithaca, NY 14850 04/10/2019 VLAN Al Appendix E Licenses and Certifications New York State Department of Labor Division of Safety and Health License and Certificate Unit State Campus, Building 12 Albany„ NY 12240 ASBESTOS HANDLING LICENSE LaBella Associates, D.P.C. Suite 201 300 State Street Rochester, NY 14614 Duly Authorized Representative — Robert Pepe: FILE NUMBER: 99-1172 LICENSE NUMBER: 29278 LICENSE CLASS: RESTRICTED DATE OF ISSUE: 01/03/2019 EXPIRATION DATE: 01/31/2020 This license has been issued in accordance with applicable provisions of Article 30 of the Labor Law of New York State and of the Ncw York State Codes, Rules and Regulations (12 NYCR.R Part 56). it is subject to suspension or revocation for a (1) serious violation of state, federal or local laws with regard to the conduct of an. asbestos project, or (2) demonstrated lack of responsibility in the conduct of any job involving asbestos or asbestos Material. This Iicelase is valid only for the contractor named above and this license or a photocopy must be proaaainently displayed at the asbestos project worksite. This license verifies that all persons employed by the licensee on an asbestos project in New York State have been issued an Asbestos Certificate, appropriate for the type of work they perform, by the New York. State Department of Labor. SH 432 (8/12) Eileen M. Franko, Director For the Commissioner of Labor NEW YORK STATE DEPARTMENT OF HEALTH WADSWORTH CENTER Expirc'A 12:01 AM April 01, 2020 lsai.lecf Apri101, 2019 CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE rs mill and pursuant to secliort 502 Public Nolo-dr? Low oP Now York Star MR, MATTHEW SMITH LAi3ELLA ASSOCIATES 300 STATE STREET SUITE 200 ROCHESTER, NY 14614 NY Lab Id Nta,° 11 4 Iaoreby APPROVED as at Environmental Laboratory for the category ENVIRONMENTAL ANALYSES SOLID AND HAZARDOUS WASTE All apprnvod subcategories and/car ar'7.aIytes are listed below: Mlscollaneaus A: L stos in Frioblo Mal ria1 item Asboslaw in Non-Fnabl'o Mratorinf-PI, M Hem 1 Serial No.: 59557 arrlMI (NOIR by PLM) Proywrty of Iltu Now Yarn Sumo Dr,, ar0niotq or H001111 d:oVic' tir r are w til pS:i a, 0rota larf (uti �5plaaurureily 4xr,dod. ar.01 area I`rriri d a.rr'r aix.uru (napOt.. 091.1 cn 4uctrersrfl.r1 rTrl{]ning r.'410 (.117U1i(rrr rrr Ole Pr6xjrarn. Cowarrll4r4 urr}F.d ftr ca. %roily; 4Prn 1ntitimi..Ury's -tem ritarrurr status. Page 1 EA I NEW YORK STATE DEPARTMENT OF HEALTI WADSWORTH CENTER Expires 12:01 AM April 01, 2020 Issued . April 01, 2019 CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE Issued In accordance with and pursuant to section 502 Publle Health Law of New York St MR. G EDWARD CARNEY AMA ANALYTICAL SERVICES INC 4475 FORBES BLVD LANHAM, MD 20706 NY Lab Id No: 14924 Is hereby APPROVED as an Environmental Laboratory for the category ENVIRONMENTAL ANALYSES SOLID AND I-IAZARDOUS WASTE All approved subcategories and/or analytes are listed below Lead, Total • EPA 700Cdf3 Iso€tllaneous Asbestos In Friable Material item 198,1 of Manual EPA 600/M41821020 Asbestos In Non -Friable Material -PLM Item 198,8 of Manual (NOB by PLM) Asbestos in Non -Friable Mraterlal-TEM Item 198.4 of Manual Lead in Dust Wipes EPA 70006 lead in Paint EPA 70003 mple Preparation Methods ASIM E-1979.17 Serial No.: 59486 r'roporty of Ihu New York State Dapertmeni of dloatlth.Cerllfrcate era valid only at Che address shown, roust be concaplcuously pasted, arid gra piloted rin secure peper. Continued accrectilcdlon departrls on successful ongoing parllClpallnn In the Program. CnnsrrrrlQri; acre urged to coil 018)485-55/0 to verify Ih@ laboratory's accredrlallon status, Page 1 or 1 Appendix F Asbestos Bulk Sample Report Delta Engineers, Architects, and Land Surveyors, P.C. Dated October 7, 2013 I,.., . DELTA . N INEERS, ARCHITECTS, & LAND SURVEYORS 860 Hooper Road Endwell, NY 13760 Tel 607.231.6600 Fax 607.231.6650 Website: www.deltaengineers.com ,xt(iN obss_ iatt s"arkk,„ \ yz, ,W,4k4dj%tt\Akv 4.4y.t*,* 4,44,,,A,h4Nwt, Ato„ivtawkowAXxonblvainahWaN K.. • 4.1141..;,!1;,,, ;:" :,*,7*".71 Mg4464**009.0A0,64"*44441" 141.441,8,44k404•YA, .0:405,4*****06440001iir* 4010041040041 IIVAAVVVO*CONNiiiiaMikii#40000NiciV 44tfkiN8A4110W0441,140QWW.C‘00:4,Wa% Whtk,` 401411.1"ititialittlialakirgialitatartitu‘ viittists 4, s \**t\ October 7, 2013 Mr. Dale Houseknecht, Asbestos Project Coordinator Cornell University - Maintenance Management 116 Humphreys Service Building Ithaca, New York 14853-3701 Re: Sage Hall (Building 3002) West Face Dormer & Balcony Windows Painting Project Asbestos Bulk Sampling - Bulk Sample Report Cornell Work Order No. 6401402 Delta Project No.: 2013.044.241 Dear Mr. Houseknecht: Enclosed, please find the Asbestos Bulk Sample Report Form, the associated Laboratory Analytical Result Sheets, and the Sample Location Drawing for the hulk sampling performed by Dclta Certified Inspector Thomas Ferro. The sampling was performed on October l', 2013 and addressed suspect materials associated with six (6) Dormer Windows and two (2) Balcony Windows present on the West face of the Building in support of the upcoming Painting Project (reference the attached Sample Location Drawing for specific windows included in the Survey). A total of eighteen (18) samples were collected representing nine (9) suspect exterior window system materials. All eighteen (18) samples were "Non -Friable Organically Bound" (NOB) representing the nine (9) homogenous materials. The Gray Window Glazing associated with the Balcony windows Top Smoked -Glass window panes was reported as being Asbestos Containing. All other materials were reported as being either "Non -Asbestos" or as "No Asbestos Detected". Bulk sample analysis was performed by AmeriSci New York, Inc., an independent laboratory approved/ accredited by the NYS Department of Health (ELAP), the • erican Industrial Hygiene Association (AIHA), and the National Voluntary Laboratory Accreditation Program (NVLAP). Analysis of all Non -Friable Organically Bond (NOB) materials was initially performed by Polarized Light Microscopy (PLM) following the NYS DOH ELAP 198.6 Methodologies. If the PLM results were reported as "non -asbestos", the sample was then analyzed by Transmission Electron Microscopy (TEM) following the NYS DOH ELAP 198.4 Methodology. "Positive Stop" sample analysis protocol was utilized for a given homogenous material set with multiple samples and based on this; 17 of the 18 samples collected were analyzed. Please reference the Asbestos Bulk Sample Report Form for sample particulars and details. If you have any questions, or require any other information, please feel free to contact me at your convenience. Respectfully, DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. E.D.N.E Stephen Prislupsky Director of Environmental Services Att: Project Paper Work "We, t.-1,re, a searntes5 extension of our Client:5' OlganizatiorLs" DELTA ENGIN 'RS, ARCHITECTS, & „6„ \k,666666n66,6,46616666 66 \ 6A*61k t'Itiyktkv "\toqn,s;‘,41)A 444144Wki*****04,1*as‘mi " ' SURVEYORS, P.C. 6666 ,riiiiiw6,6664'616, 646,06666660.60600106,0106,Mit - 6,66664AM 66666gMblikOW*44,AVV 6666 „6, 76666%,46%***1664)666646680666,6" ^666446406,644,$64166666446041.1'6666,66.6666666 "' ' 40tAt6,1,16,66466k66 446466666646. 66666466,666666,6646666666666 41Ptnikaiaok.g.... Asbestos Bulk Sample Report Form ------ "We are a seamless extension o ou die s' organizatiore Page 2 of 4 44,0'66$66606kMtkOk$6 666 166464#441,6606.,',66666,6461,661,66VVY ti641;40‘40'4A,*"VAlt",,,VeaSk",\ 61& 4:3 E0 (-) CO 0 N .0 0 C111) C LLX co(D al *a TD 1:3 .0c; CNj (0 IT) }-- 0 r•-• c) >- z 0 w co `a5 0 co Delta Proj. No.: Work Order No.: 6401402 Client: Cornell University E 0 .c Asbestos Inspector: 0 Date Sampling Performed: Number of Samples Collected: 18 • a— r". 0 Date of Report: r -- r w 1— co v) o. E m .o z w '6 c Laboratory: Am e Hall / 3002 E 8 u. 0 0. E 0 .0 4- 0 2 v 0 z Non -Asbestos 0 Gray Window Glazing/Dormer # 1 0 0 z Non -Asbestos Gray Window Glazi 0 z 0 z 0 z Gray Window Caulk/Dormer # 1 0 z 0 z 0 z 1. 0 LL X w 0 LU 0 co Cr) a- w 0 2013.044.241 - 1Gray Window Caulk/Dormer # 3 w CO 0 0 z 0 z 0 z Yellow Window Caulk/Dormer # 2 0 z 0 z 0 z E 0 :2 co 0 0 0 0 T) >- 0 z 0 z 0 z 0 z 0 z 0 z 0 u). 0 0 1- 0 E 0 1-7) c0 0 o c . o E 0 z 0 z 0 z (3 0 0 EP. 0 0 0 N 0 It • E 0 16 2 0 co o_ 0 z 0 z z 0 0 0 0 0 1.0 O It • szt c• 0 2U) co o_ E E (1) 0 2 0 0 0 z Non -Asbestos 0 E 0 0 (1) 0 2 co 0 1- 0 z Non -Asbestos low Glazing/Balcony Window v z Non -Asbestos 2013.044.241 - LU c) 0 co w co 0 03 0 2013.044.241 w 0 2013.044.241 - w CO 2013.044.241 - LLI If) 1.0 0 2013.044.241 - 1— w LCD 0 oo LCD 2013.044.241 - w (0 0 0 2013.044.241 - w to CO (0 0 X LII 2013.044.241 - = >., • c = 0 0> (1) — 101 CZ 0 co a U) -co E E " o 0 .?_ c u o LL 0. (I) C CL) 1. 0 0 607.231.6600 Fax 607.231.6640 860 Hooper Road, Endwell, NY 13760 Te .deltaengineers.com 2013.044.241 Work r er No.: 6401402 Asbestos Inspector: Thomas Ferro Date Sampling Performed: e Hall West Face Dorme co a ci 0 N d Q E c0 U) w O d E z z 0 O a O d Asbestos Bulk Number of Samples Analyzed: PLM - 18 '/ TEM - 17 0 51) 103 E O `0 0 J e Hall / 3002 Building/Code: Sa O to, a' 0 v ❑ z 0 2 a % Asbestos lc w co 1 0 0 a 0 z Non -Asbestos x w 0 z ❑ z 0 O o m 0 3 ▪ c c� o 0 6 c c0 0 0 DO a H X w 0 z 0 z z 0 "{7 C m > m r. o () 0 c o O c6 c c0 o cca H X w 1.6% / 1.6% 0 a . N z 0 U cc1 H 2 O O c C V O To TO 0 03 03 0) 611) O c c c .N C 0 C9 O O o ca c 0 a 3• O '?� O A O >1 0 (.3 � U to w x w 0 co 0 0 0 0) 0 0 0 2013.044.241 CO 0 2013.044.241 m c 0 2013.044.241 0) 0 2013.044.241 - 2013.044.241 013: ` 41'- m 0) 0 2013.044.241 "- NA/PS - Not Analyzed, Positive Stop Ql O O .D 0 L a) v a 0 N c C6 O c Q w o 'OD z > 0 Q Z 0 0 N m v c O • Z o ❑ ° o0) V o • 0 Q 0 z 0 z c 0 as 0) a 17) o >, o • U) • �p o E E a� o .0 • I-- Ui zE- Bulk Sampling DELTA ENGINEERS, ARCHITECTS, & til NV ,ovigFOk 1!, SURVEYORS, P.C. f",,t44,mt.':40414, MitiorgolarOk Vow 44, Avows% asA, ,A84.4 taXesoeiho,Vehkat 4410,0,0,44V, „„ "AV Aa. ftitatUaRok;t4,V,11tht. ,4401,44,0wv, .„isp 1001,v+s•vo,pko,.*, Laboratory Analytical Result Sheets 11 "We are a seamless extension o our client.' organization_s d ¢040 \AAN4P,;k t,'44\A'f4 SA'skS. Ito#NAW wi,1,4sk#Wkg inipotA, Page 3 of 4 41404tVls NO* it* VVeVik,k,V4 iVVv„vvtA 4,10,t4gnft AMERI SCI ArneriSci New York 117 EAST 30TH ST. (R2Ki )N6Y1_030116 'TEL: (212) 679-8600N!WY°FAX: 7914 Delta Engineers Attn: Stephen Prislupsky 860 Hooper Road Endwell, NY 13760 Bulk Asbestos Report Date Received 10/03/13 ArneriSci Job # Date Examined 10/04/13 P.O. # ELAP # 11480 Page 1 of 4 RE: 2013.044.241; Cornell University; Sage Hall Dormer & Balcony Windows Limited Pre -Renovation Asbestos Survey 213101379 Client No. / IIGA Lab No, Asbestos Present Total % Asbestos 2013.011.241 - 01A 213101379-01 No NAD 01 Location: Misc. Ext. Gray Window Glazing/ Dormer #1 (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 Analyst Description: Asbestos Types: Other Material: Non-fibrous 7 % • hite, Homogeneous, Non -Fibrous, Bulk Material 2013.011.241 - 01B 213101379-02 1 Location: Misc. Ext, Gray Window Glazing/ Dormer #6 Analyst Description: Asbestos Types: Other Material: Non-fibrous 5.7 % • hite, Homogeneous, Non-Flbrous, Bulk Material NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 2013.011.241 - 02A 213101379-03 02 Location: Misc, Ext. Gray Window Caulk/ Dormer#1 Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 8.8 % NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 2013.011.241 - 02B 213101379-04 02 Location: Misc. Ext. Gray Window Caulk/ Dormer #3 Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 12.7 % NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 2013.011.241 - 03A 213101379-05 03 Location: Misc. Ext. Yellow Window Caulk/ Dormer #2 Analyst Description: Tan, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 8.8 % See Reporting notes on last page NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 AmeriSci Job #: 213101379 Client Name: Delta Engineers PLM Bril( Asbestos Report 2013.044.241; Cornell University; Sage Hall Dormer & Balcony Windows Limited Pre -Renovation Asbestos Survey Page 2 of 4 Client NoJ HGA Lab No. Asbestos Present 2013.011.241 - 03B 21310137906 No 03 Location: Misc. Ext. / Yellow VVindow Caulk/ Dormer #2 Analyst Description: Tan, Homogeneous, Non -Fibrous, Bulk Material Asbestos Type: Other Material: Non-fibrous 9.1 % 2013.011.241 - 04A 213101379-07 No 04 Location: Misc. Ext, White Window Glazing/ Dormer #3 Top Srnaked Glass Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 2.7 % Total % Asbestos NAD (by NY'S ELAP 198.6) by David W. Roderick on 10/04/13 indow NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 2013.011.241 - 04B 21310137908 No 04 Location: Misc. Ext./ White Window Glazing/ Dormer #5 Top Smoked Glass VVindow Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 3.5 % NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 2013.011.241 - 05A 213101379-09 No 05 Location: Misc. Ext./ Brown Caulk Decorative Window Post/ Dormer #2 Analyst Description: Brown, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 6.1 % NAD (by NYS ELAP 198.6) by David W. Roderick an 10/04/13 2013.011.241 - 05B 213101379-10 No 05 Location: Misc. Ext./ Brown Caulk,/ Decorative Window Post/ Dormer #5 Analyst Description: Brown, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 2.6 % NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 2013.011.241 - 06A 213101379-11 06 Location: Misc. Ext./ Brown Caulk/ Window Sill/ Dormer #4 Analyst Description: Brown, Homogeneous, Nan -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 14.9 % See Reporting notes on last page No NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 AmeriSci Job #: 213101379 Client Name: Delta Engineers PIA Bulk Asbestos Report 2013.044.241; Cornell University; Sage Hall Dormer & Balcony Windows Limited Pre -Renovation Asbestos Survey Page 3 of 4 Client No. / HGA Lab No. Asbestos Present 2013.011.241 - 06B 213101379-12 No 06 Location: Mlsc. Ext./ Brown Caulk/ Window Sill/ Dormer #4 Analyst Description: Brown, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 13.70/0 2013.011.241 - 07A 213101379-13 No 07 Location: Misc. Ext./ Gray Window Glazing/ Balcony Window West Analyst Description: OffWhite, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 4.4 % 2013.011.241 - 07B 213101379-14 No Location: Mlsc. Ext./ Gray Window Glazing/ Balcony Window North Analyst Description: OffWhite, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 5.6 % Total °A) Asbestos NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 2013.011.241 - 08A 213101379-15 No 08 Location: Misc. Ext./ Brown Caulk/ Decorative Window Post/ Balcony West Analyst Description: Brown, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 5.3 % 2013.011.241 - 08B 213101379-16 No 08 Location: Misc. Ext./ Brown Caulk/ Decorative Window Post/ Balcony West Analyst Description: Brown, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 11.4 % 2013.011.241 -09A 213101379-17 Yes Trace (<0.25 % p) Locatiori' Misc. Ext./ Gray Window Glazing/ Balcony/ Top Smoked Glass Windows (ELAP 198.6; 400pc) 09 by David W. Roderick on 10/04/13 Analyst Description: • hite, Homogeneous, Non -Fibrous, Bulk Materiel Asbestos Types: Chrysotile <0.25 °/0 pc, Anthophyllite <0.25 /0 pc Other hAaterlal: Non-fibrous 31.6 % NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 NAD (by NYS ELAP 198.6) by David W. Roderick on 10/04/13 See Reporting notes on last page AmeriSci Job #: 213101379 Client Name: Delta Engineers PIA Bulk Asbestos Report 2013.044.241; Cornell University; Sage Hall Dormer & Balcony Windows Limited Pre -Renovation Asbestos Survey Client No. / HGA Lab No. Asbestos Present Page 4 of 4 Total % Asbestos 2013.011.241 - 09B 213101379-18 Yes Trace (<0.25 % pc) 09 Location: Misc. Ext./ Gray Window Glazing/ Balcony/ Top Smoked Glass Window (ELAP 198.6; 400pc) by David W. Roderick on 10/04/13 Analyst Description: OffWhite, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Chrysotile <0.25 % pc, Anthophyllite <0.25 % pc Other Material: Non-fibrous 34.3 % Reporting Notes: Analyzed by: David W. Roderick 'NAD/NSD =no asbestos detecteiNA =nut analyzed; NA/PS=not analyzedipositive stop; PLM Bulk Asbestos Analysis by EPA 600/M4-82-020 per 40 CFR 763 (NVLAP Lab Code 200546-0), ELAP PLM Method 198.1 for NY friable samples, which includes the Identification and quantitation of vermiculite or 198.6 for NOB samples (NY ELAP Lab ID11480); Note:PLM Is not consistently reliable in detecting asbestos M floor coverings and simila! non -friable organically bound materials. NAD or Trace results by PLM are inconclusive, TEM is currently the only method that can be used to determine if this material can be considered or treated as non asbestos -containing in NY State (also see EPA Advisory for floor tile, FR 59,146,38970,8/1/94) National Institute of Standards and Technology Accreditation requirements mandate that this report must not be reproduced except in full without the approval of the lab.This PM report relates ONLY to the items tested. MA Lab # 102843, RI Cert#AAL-094, CT Cert#PH-0186, Mass Cert#AA000054. 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G- 8 8 .t ,a E -. 2 eta * 6 6 • E ''' ,, i erfs (0 a. 0 c c •c roc e E 0 £600 Fax 607.231.6640 8GOHooper Road, Endvma|.NY137GOTel: GO7.23 .deltaengineers.com GNI Bulk Sample Data Sheet 01 0 Description / Sample Location 0 Material Type 0 Fa' LL r 0) O 0 CL 0 L. L. O 0 O 0 0. 0- O 0 U) U2 2 2 co co 0 o uj D 0 CL 0 co • 9C- 19. Description 1 Sample Location 1- 0 0 0 CO 0 O 0 73 an co CO O1 0 (3 .• °0 O 0 EE ct) CO • CO 0 Sample Number 0 0 co 0 0 0 CT1 cc. 0 u 0 to 0 0) CO < CO ID 0 0 C) CD 0 0 co < ao ao co 0 0 00 2013.044.241 2013.044.241 0 DELTA ENGINEERS, ARCHI "rs, sz SURVEYORS, P.C. KM49k *.VV .44 Drawing , ON: 4 ,40,EAR %,:\E \l'04\04t tkih,04 tkAkAtOtV 4,0t,Nd;kA:f , to -- 'We are a seamless extension clients' organizations" Page 4 of 4 010 i 401H ''d 40 401M i' 401N - 40044 OPGN TO ELOW ATRIUM ROOF 40074 45 . FOUL E UN H.._Y E R S [ TY FACILITIES INVENTORY .I.W MUUMUU'S SERVICE Ma DING IMAGE, WHWE DRAWING DISCLAIMER RNs f 1P01, if 9 to THESE DRAWINGS MU THEIR ASSOCIMED ELECTRONIC FI HAVE OLEN PRODUCED FOR THE PURPOSE OF SPACE INVENTORY CAMPUS SHADINGS. FEATURES SHOWN AHE SIDEMEN. TO THIS PURPOSE AHD DEPIC1 r»NDIHOHS AT IE TIME THE DRAWINGS WERE PRODUCED THESE DRAWINGS DLD NOT BT NE LAD y Eau ANY OTHER PURPTSE SAGE HALL 3002 SEE SHEET 1 CO RN ELL ISN I'ERSTY` Ithaca, New York SECTION 0135 43 GENE L ENVIRONMENTAL SECTION 0135 43 GENE' . L ENVIRONMENTAL REQUIREMENTS- 1.0 GENE 1.1 DESCRIPTION A. This Section and the listed Related Sections provides ..minimum requirements for the protection of the environment during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub -contractors involved in the project. 1.2 1.3 In addition to the requirements of this Section and the listed Related Sections, all laws and regulations by applicable local, state, and federal agencies shall apply to the work of this contract. In some cases the requirements of these Specifications may by intention exceed such legal requirements, but in no case shall this Specification be interpreted or understood to reduce or eliminate such requirements. Prior to bidding, review the entire Bidding Documents and, report in writing to the Owner's Representative any error, inconsistency, or omission that may have environmental impacts. RELATED SECTIONS A. Section 01 35 44 - Spill Control B. Section 01 57 13 — Soil Erosion and Sediment Control SUBMITTALS A. Submit the following in accordance with Section 01 33 00 — Submittals: 1. Contractor's Waste Material Disposal Plan. 2. Analytical laboratory sample results for all waste materials. 3. Copies of manifests for all waste materials disposed of off-site. 1.4 '.TION JOB SITE ADMINIST A. In accordance with Article 2 of the General Conditions provide a competent supervisory representative with full authority to act for the Contractor at the site. If at any time operations under the representative's supervision do not comply with this Section, or the representative is otherwise unsatisfactory to the Owner, replace, if requested by the Owner, said representative with another representative satisfactory to the Owner. There shall be no change in superintendent without the Owner's approval. C. Remove from the Work any employee of the Contractor or any Subcontractor when so directed by the Owner. The Owner may request the removal of any employee who does not comply with these specifications. SAGE GENEL ENVIRONMENTAL D DO ERS REQUIREMENTS 01 35 43-1 MAY 9, 2019 CO1INE1,1, UNIVERSITY SECTION 01 35 43 Ithaca, New York GENE L ENVIRONMENTAL REQUIREMENTS 13 SITE USE A. The Contractor shall make every effort to avoid the destruction of plants, trees, shrubs and lawns outside the area of construction so as not to unduly disturb the ecological or environmental quality of the area. L6 NOISE AND VII3 ' TION A. Limit and control the nature and extent of activities at all times to minimize the effects of noise and vibrations. Take adequate measures for keeping noise levels, as produced by construction related equipment, to safe and tolerable limits as set forth by the Occupational Safety and Health Administration (OSHA), the New York State Industrial Code Guidelines and Ordinances and all City, Town and Local ordinances. Equip all construction equipment presenting a potential noise nuisance with noise-rriuffling devices adequate to meet these requirements L7 DUST CONTROL A. Take adequate measures for controlling dust produced by drilling, loading, saw cutting or other means. The use of calcium chloride or petroleum-based materials for dust control is prohibited. Dust control measures are required throughout the duration of construction. B. If, in the opinion of the Owner's Representative, the Contractor is not adequately controlling dust, the Owner will first notify the Contractor. If the Contractor does not take adequate actions necessary, the Owner may, at the Contractor's expense, employ alternative means to control dust. C. Erect, maintain, and remove when appropriate barriers or other devices, including mechanical ventilation systems, as required by the conditions of the work for the protection of users of the project area, the protection of the work being done, or the containment of dust and debris. All such barriers or devices shall be provided in conformance with all applicable codes, laws, and regulations including OSHA. 1.8 PROTECTION OF THE ENVIRONMENT A. Construction procedures observed by the Contractor, its subcontractors and other employees shall include protection of the environment, in accordance with all pertinent Cornell standards, policies, local laws, executive orders, ordinances, and federal and state regulations. Construction procedures that are prohibited in the undertaking of work associated with this Contract include, but are not limited to: I. Dumping of any liquid or solid pollutant into any storm or sanitary sewer, drainage way, stream sewer, any wetlands (as defined by federal and state regulations), any surface waters, or at unspecified locations. Indiscriminate, arbitrary, or capricious operation of equipment in any stream corridors, any wetlands, or any surface waters. 1 Damaging vegetation beyond the extent necessary for construction work. SAGE HALL ROOF D DORMERS GENE • L ENVIRONMENT REQUIREMENTS 01 35 43-2 IV1AY 9, 2019 CORNELL UNIVERSITY Ithaca, New York GENE' L ENVIRONMENTAL REQUIREMENTS SECTION 01 35 43 4. Disposal of trees, brush, and other debris in any location on University property, unless such areas are specifically identified on the drawing or in the specifications or specifically approved by the Owner's site representative. 5. Burning trash, project debris, or waste materials. B. Take all necessary precautions to prevent silt or waste of any kind from entering any drainage or waterways or downstream properties as a result of the Work. C. Limit the nature and extent of any activities that could result in the release or discharge of pollutants. Report any such release or discharge immediately to the Owner's Representative and clean up spills immediately, as detailed in Section 01 35 44 — Spill Control Procedures. Y RE-ROUTING OF PIPING AND DUCTWO Obtain approval from the Owner's Representative prior to any temporary re-routing of piping and exhaust ductwork necessary for the completion of the Work. Submit re-routing plans to the Owner's Representative in writing. The following shall require approval of the Owner: Temporary storm, sanitary or water line connections. 2. Temporary exhaust ductwork connections where such connections may impact air emissions. B. Instruct all personnel to observe extreme caution when working in the vicinity of mechanical equipment and piping. Personnel shall not operate or tamper with any existing valves, switches, or other devices or equipment without prior approval by the Owner's Representative. 1.10 IIAZARDOUS OK TOXIC MATERIALS A. Inform officers, eniployees, agents, contractors, subcontractors at every tier, and any other party which may come into contact with any hazardous or toxic materials as a result of its performance hereunder of the nature of such materials, and any health and safety or environmental risks associated therewith. B. Do not use hazardous or toxic materials in a manner that will violate Cornell University Policies or any state, federal, or municipal environmental health and safety regulations. In situations where the risks are unclear consult with Environmental Health and Safety (EH&S) for guidance. C. Provide complete care and treatment for any injury sustained by any parties coming into contact with any hazardous or toxic materials as a result of Contractor's performance or failure to perform hereunder. D. At the completion of project Contractor shall remove all unused chemical products and hazardous materials from campus. Transportation of these materials shall be in accordance with all federal, state, and local regulations. Request and receive written approval from EH&S prior to disposal of any on-site disposal. SAGE HALL ROOF GENE D DO ' ERS ENVIRONMENTAL REQUIREMENTS 01 35 43-3 MAY 9, 2019 CORNELLt7: NIVERSITY Ithaca, New York SECTION 1 35 43 GENE L ENVIRONMENTAL REQUIREMENTS 1.11 DISPOSALASMATERIAL AND TITLE A. Prior to start of work and first payment, Contractor shall prepare and submit "Contractor Waste Material Disposal Plan" to the Owner's Representative. The plan shall identify the waste transportation and treatment, storage or disposal (TSD) companies which will manage all waste material and any site(s) for disposal of the waste material. Contractor must use this form to document waste disposal methods and locations. 2.0 The "Contractor Waste Material Disposal Plan" form, together with definitions associated with the form waste descriptions: Forms may be downloaded at: ttl } `spa_ 15 c.ornell edu/envisolid-wa t_asp_x Contractor shall be responsible for the proper cleanup, containment, storage and disposal of any hazardous material/chemical spill occurring during its work. For Cornell University owned hazardous waste EH&S will oversee, approve or effect the proper disposal. Title, risk of loss, and all other incidents of ownership to the Waste Material, shall vest in Contractor at the time Contractor or any transporter acting on its behalf takes physical possession of Waste Material. Complete and maintain full records of the chain of custody and control, including certificates of disposal or destruction, of all ` Waste Materials loaded, transported and/or disposed of. Deliver all such records to the Owner in accordance with applicable laws and regulations and any instructions from the Owner in a timely manner and in any event prior to final payment(s) under this Contract. PRODUCTS NOT USED 3.0 EXECUTION—NOT USED ***END OF SECTION 0135 43*** SAGE AND DORMERS GENE ENVIRONMENTAL REQUIREMENTS 01 35 434 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York SECTION 01 35 44 1.0 GENE 1.1 SPILL PREVENTION SPILL CONTROL SECTION 01 35 44 SPILL CONTROL A. In order to minimize the potential for discharge to the environment of oil, petroleum, or hazardous substances on site, the following requirements shall apply to all projects: 1. All oil, petroleum, or hazardous materials stored or relocated temporarily on site during the construction process shall be stored in such a manner as to provide protection from vehicular damage and to provide containment of leaks or spills. Horizontal diked oil storage tanks, temporary berms or barriers, or similar methods shall be employed as appropriate at each site. 2. Any on-site filling or dispensing activities shall occur within an area in which a temporary berm, boom, or similar containment barrier has been placed to prevent the inadvertent discharge to the environment of harmful quantities of any products. 3. All oil, petroleum, or hazardous materials stored on site shall be located in such a manner as to minimize the potential of damage from construction operations or vehicles, away from drainage ways and environmentally sensitive areas, and in accordance with all fire and safety codes. Remove immediately from the site any storage, dispensing, or operating equipment that is leaking oil or hazardous substances or is in anyway unsuitable for the safe storage of such materials. 1.2 SI'ILL C'ON'I'ROL PROCEDURES All Contractor personnel working at the project site shall be knowledgeable of the potential health and safety concerns associated with petroleum and other hazardous substances that could potentially be released at the project site. Following are a list of activities that should be conducted by the Contractor in the event of an oil/petroleum spill or the release of any other hazardous substance. In the event of a large quantity spill that would require cleanup procedures that are beyond the means of the Contractor, an emergency spill cleanup contractor shall be hired by the Contractor. In the event the Contractor has the personnel necessary to clean up the spill, the following procedures shall be followed: A. Personnel discovering/responding to a spill shall: 1. Identify and locate the source of the spill. If unsafe conditions exist, leave the area, inform nearby personnel, notify the site supervisor, and initiate spill reporting (Section 1. 3). SAGE HALL ROOF D DO ' ERS SPILL CONTROL 01 35 44-1 MAY9, 2019 COQ NEILL UNIVERSITY Ithaca, aca,New York. SECTION 0135 44 SPILL CONTROL 2. Limit the discharge of product, if safely possible, by: (1) diverting discharge to a containment area; (2) creating temporary dikes with soils or other available materials; and (3) utilizing sorbent materials. If secondary containment is present, verify that valves and drains are closed prior to diverting the product to this area. 3. The individual discovering a spill shall initiate containment procedures to prevent material from reaching a potential migratory route, through implementation of the following actions, or any other methods necessary. Methods employed shall not compromise worker safety. Stop the spill at once (if possible). Extinguish sources of ignition (e.g., flames, sparks, hot surfaces, cigarettes, etc.). Clear personnel from the spill location and rope off the area. Utilize available spill control equipment in an effort to '` ensure that fires, explosions, and releases do not occur, recur, or spread. Use sorbent materials to control the spill at the source. f. Construct a temporary containment dike of sorbent materials, cinder blocks, bricks, or other suitable materials to help contain the spill. Attempt to identify the character, exact source, amount, and area of the released materials. Identification of the spilled material should be made as soon as possible so that the appropriate cleanup procedure can be identified. Assess possible hazards to human health or the 'environment as a result of the release, fire, or explosion. If spill response measures involve the temporary cessation of any operations, the Contractor shall monitor the affected equipment for: (1) leaks; (2) pressure buildup; (3) gas generation; or (4) ruptures in valves, pipes, or other equipment. Spill Cleanup: 1. Following containment of the spill, the initiated. Use proper waste containers.` ollowing spill cleanup procedures ` shall be Remove bulk liquid by using vacuum, pump, sorbents, or shovel and place material in properly labeled waste container. Be sure not to collect incompatible or reactive substances in the same container. Cleanup materials not reclaimed on-site shall be disposed of in accordance with all applicable state and federal regulations. SAGE ;I ERS 01 9, 2019 CORNELL UNIVERSITY Ithaca, New York SECTION 01 35 44 SPILL CONTROL d. Apply sorbent materials to pick up remaining liquid after bulk liquid has been removed. The Contractor shall not walk over spilled material. Absorbed material shall be picked up with a shovel and placed in a separate waste container, and shall not be mixed with bulk liquid, e. Clean spill control equipment and containers. Replace equipment in its proper location. Restock or reorder any sorbents used to clean up the spill. f. Carefully wash spilled product from skin and clothing using soap. Change clothes, if necessary, to avoid further contact with product. Disposal of all spilled product shall be made off-site, and shall be arranged through the Contractor. A Spill Report shall be completed, including a description of the event. A sample Spill Documentation Form is provided in Appendix B. Fire or Explosion: h. I. In the event of a fire or explosion at the site, the Contractor shall: Verify that the local fire department and the appropriate response personnel (e.g., ambulance, police) have been notified. b. Report to the scene, if safe to do so, and evaluate the situation (e.g., spill character, source, etc.). Coordinate, as necessary, with other appropriate site and emergency personnel. Ensure that people are cleared from the area. Ensure that fires are safely extinguished (if possible), valves closed, and other immediate actions necessary to mitigate the emergency, if safe to do so. e. Initiate responsible measures necessary to prevent subsequent fires, explosions, or releases from occurring or spreading to other areas of the site. These measures include stopping processes or operations, collecting and containing released oil, or removing and isolating containers. f. Take appropriate action to monitor for: (1) leaks; (2) pressure build-ups; (3) gas generation; or (4) ruptures in pipes, valves, or other equipment. SAGE HALL ROOF AND DO ERS SPILL CONTROL 01 35 44-3 MAY 9, 2019 fro ELLUNIlaRSITY Ithaca, New York 1®3 SPILL REPORTINGCU N, ATI N SECTION 01.35 44 SPILL CL In the event of a spill CALL CORNELL POLICE AT 255-1111 who will notify the appropriate departments within the university and coordinate with the contractor for external reporting, if required. The contractor shall be responsible for the initiation of spill reporting and documentation procedures. All petroleum spills must be reported to NYSDEC Spill Hotline at 1-800- 457-7362, less than two hours following'' discovery. Notification must be made to Cornell Environmental Health and Safety (EH&S), 607.255.8200, within 24 hours of reporting the release. The Contractor will be expected to provide EH&S with the DEC issued spill number. Any petroleum spill must be reported to NYSDEC unless ALL of the following criteria apply: CRITERIA Quantity Control Cleanup Environment TABLE 1 CRITERIA TO EXEMPT SPILL REPORTING DESCRIPTLON The spill must be known to be less than 5 gallons. The spill must be contained on an impervious surface or within an impervious structure, such that it cannot enter the environment. The spill must be under control and not surface. The spill must be cleaned -up each a drain or leave the impervious ithin two hours of occurrence. The spill must not have already entered into the soil or groundwater or onto surface water. A release of a;"reportable quantity"1 or unknown amount of a hazardous substance must also be immediately reported to NYSDEC Spill Hotline. Spills of reportable quantities of chemicals or "harmful quantities"2 of oil to navigable waters must be reported to the federal National Response Center, 1-800-424-8802. Spill a rtin formatio When making a telephone report, the caller should be prepared to provide the following information, if possible: The date and time of the spill or release. The identity or chemical name of the material released or spilled, including an indication of whether the material is defined as an extremely hazardous substance. 3. An estimate of the quantity of material released or spilled into the environment and the approximate duration of the event. SAGE AND DORMERS The exact location of the spill, including the name(s) of the waters involved or threatened, and/or other medium or media affected by the release or spill. The source of the release or spill. The name, address, and telephone number of the party in charge of, or responsible for, the facility or activity associated with the release or spill. The extent of the actual and potential water pollution. SPILL C 01 4 MAY 9, 2019 CO " ELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL 8. The name and telephone number of the person in charge of operations at the spill site. 9. The steps being taken or proposed to contain and cleanup the released or spilled material and any precautions taken to minimize impacts, including evacuation. 10. The extent of injuries, if any. 11. Any known or anticipated acute or chronic health risks associated with the emergency, and information regarding necessary medical attention for exposed individuals. 12. Assistance required, if any. If the release of a hazardous substance or oil occurs in an amount which exceeds a reportable quantity (RQ) as defined in 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or 6 NYCRR Part 597, then the Contractor shall do the following: 1. Call to the National Response Center shall be made by the person in charge of the site. The applicable phone numbers are 1-800-424-8802 or 1-202-426-2675. 2. Within 14 days of the release, submit a written description of the release. The description should include: (1) a description of the release, (2) the type of material released, (3) estimated amount of the spill; (4) the date of the release, (5) an explanation of why the release occurred; and (6) a description of the measures to be implemented to prevent and control future releases. °Reportable Quantity: A Reportable Quantity is the quantity of a hazardous substance or oil that triggers reporting requirements under the Comprehensive Emergency Response, Compensation, and Liability Act (CERCLA) (USEPA, September 1992). While the Contractor is legally responsible for knowing the risks of materials that are part of construction, members of the owner's spill response team have access to information that may help identify these quantities with you. °Harmful Quantity: A Harmful Quantity of oil includes discharges that violate applicable water quality standards; cause a film, sheen, or discoloration on a water surface or adjoining shoreline; or cause a sludge or emulsion to be deposited beneath the water surface or shoreline (40 CFR 110.3). 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 35 44*** SAGE HALL ROOF SPILL CONTROL D DO ERS 01 35 44-5 MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 41 00 Ithaca, New York REGULATORY REQUIREMENTS SECTION 01 41 00 REGULATORY RE PIIREMENTS 1.0 GENE 1.1 PE ' ITS D LICENSES A. The Contractor shall obtain, maintain and pay for all permits and licenses necessary for the execution of the Work and for the use of such Work when completed. Such permits shall include but are not limited to building and electrical permits. 1. The City of Ithaca building permit application for this project shall be presented for review at the regularly scheduled Owner's meeting with the Authority Having Jurisdiction (AHJ). The permit application will seek an amendment to Building Permit 38818 issued to the Owner. The permit fee shall be based on rounding the estimated cost of the work up to the nearest thousand, dividing by one thousand, multiplying the result by $7.00, and subtracting $35.00 (the fee already paid by the Owner for the Building Permit referenced above). B. Ithaca Fire Department Permitting: 1. A separate permit is required from the Ithaca Fire Department for all hot work. 1.2 INSPECTIONS A. Apply for and obtain all required inspections, pay all fees and charges for same, include all service charges, pavement cuts and repairs. 1.3 COMPLI CE A. The Contractor shall give all notices, pay all fees and comply with all laws, rules and regulations applicable to the Work. 1.4 OWNER'S REOUIREMT4N1'S A. The Contractor, Subcontractors, and employees of the Contractor and Subcontractors shall comply with all regulations governing conduct, access to the premises, operation of equipment and systems, and conduct while in or near the premises and shall perform the Work in such a manner as not to unreasonably interrupt or interfere with the conduct of business of the Owner. B. Upon completion of the project, the Contractor agrees to provide the Owner with a summary of municipal permit fees paid. This shall include the name of the permits secured, the permit fees paid by the Contractor and a copy of the permit. If no permit fees were required, the Contractor shall so state, in writing, upon completion of the project. SAGE HALL ROOF REGULATORY REQUIREMENTS AND DORMERS 01 41 00-1 MAY 9, 2019 COI E1[� CUNI �E S °1 Ithaca, or 2.0 PRODUCTS — NOT USED :TION 01 4100 REGULATORY REQUIREMENTS 3.0 EXECUTION — NOT USED ***END OF SECTION 0141`` 00* SAGE HALL ROOF D DO ERS REGULATORY REQUIRE ENTS 01 41 00-2 MAY ,1 CO ' ELL UNIVERSITY Ithaca, New York SECTION 01 42 00 REFERENCES 1.0 GENE SECTION 01 42 01.1 REFERENCES 1.1 INTENT OF CONT' CT DOCUMENTS A. Notes or instructions shown on any one Drawing, apply where applicable, to all other Drawings. All references to codes, specifications and standards referred to in the Specification Sections and . . on the Drawings shall mean, and are intended to be, the latest edition, amendment and/or revision of such reference standard in effect as of the date of these Contract Documents. C. Install All Work in Compliance with: 1. NYS Uniform Code International Building Code b. International Residential Code c. International Existing Building Code d. International Fire Code International Plumbing Code f. International Mechanical Code g. International Fuel Gas Code h. International Property Maintenance Code Uniform Code Supplement 2. NYS Energy Code a. International Energy Conservation Code . ASHRAE 90.1 c, Energy Code Supplement National Electric Code Occupational Safety and Health Administration (OSHA). 5. Life Safety Code NFPA 101. 6. All local ordinances 7. Plans and Specifications in excess of code requirements and not contrary to same. SAGE HALL ROOF REFERENCES D DORMERS 01 42 00.4 MAY 9, 2019 CORNELL IJN1VERSITY SECTION 01 42 00 REFERENCES Ithaca, New York L2 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and other Division 1 Specification Sections, apply to this Section. 1.3 DEFINITIONS A. "General": Basic Contract definitions are included in the Conditions of the Contract. B. "Contract Documents": The Contract Documents consist of the Agreement between Owner and Contractor, General Conditions, General Requirements, Drawings, Specifications, addenda issued before execution of the Agreement, other documents listed in the Agreement, and modifications issued after execution of the Agreement. C. "The Contract": The Contract Documents form the Contract for construction and represent the entire integrated Agreement between the Owner and Contractor. D. "The Work": The work comprises the completed construction required by the Contract Documents and includes all labor necessary to produce such construction and all materials and equipment incorporated in such construction. E. "Owner": Cornell University a New York corporation. F. "Architect/Engineer": The Architect or Engineer is the person lawfully licensed to practice architecture and/or engineering in the state of New York, identified as such in the Owner Contractor Agreement, and is referred to throughout the Contract Documents as if singular in number. The terms Architect and/or Engineer mean the Architect and/or his authorized representative. G. "Contractor": The Contractor, person, firm, or corporation with whom the Construction Agreement contract is made by Owner. H. "Subcontractor": A person, firm, or corporation, supplying labor and/or materials for work at site of the project for and under separate contract or agreement with Contractor. L "As Approved" or "Approved": Architect's or Owner's approval. J. "As Directed": Owner's direction or instruction. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." K. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." L. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. M. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. SAGE HALL ROOF REFERENCES D DO ERS 01 42 00-2 MAY 9, 2019 CORNELE Ithaca, New UNIVERSIT""' York SECTION OI 42 [ill REFERENCES "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. To place back into a former position. P. "Replace". Provide a substitute fo Q. "Provide": Furnish and install, complete and ready for the intended use. chases or recesses, behind furred R. "Concealed': Work installed in pipe shafts, walls, above ceilings, either permanent or removable. S. "Exposed": All capital Work not identified as concealed. T. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. U. "As -Built Documents": Drawings and other records that are maintained by the Contractor to record all conditions which exist when the building construction is completed. This includes both the elements of the project itself and existing elements that are encountered during the course of project construction. V "Record Drawings": Shows construction changes in the project and the final location of all services, lines, outlets, and connections including underground and concealed items. The "record" drawings shall be compiled by the Architect based on the working as -built drawings and revised in accordance with the marked up drawings submitted by the Contractor. "Shop Drawings": Drawings, diagrams, illustrations, charts, brochures, and other data that are prepared by Contractor or any Subcontractor, manufacturer, supplier or distributor, for some portion of the work. X. Y. Z. "Samples": Physical examples furnished to illustrate materials, equipment or workmanship, and to establish standards by which the work will be judged. "General Conditions": The standardized contractual provisions describing the responsibilities, rights and relationships of the Owner and Contractor under the construction contract. "Contract Limit ` Lines": A limit line or perimeter line established on the drawings or elsewhere in the contract documents defining the boundaries of the site available to the contractor for construction purposes. AA. "to do", "provide", "furnish", "install", etc., in these Specifications or on Drawings are directions given to the Contractor; SAGE F D DO ERS REFERENCES 01 -3 MAY CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES 1.4 0 ER AGREEMENTS A. Cornell University and the Tompkins -Cortland Counties Building Trades Council, Maintenance Division have entered into an agreement. The local unions which are members of the Tompkins -Cortland Counties Building Trades Council, Maintenance Division are as follows: Local #241 - International Brotherhood of Electrical Workers Local #267 - United Association of Plumbers and Steamfitters Local #281 - United Brotherhood of Carpenters Local #3NY - International Union of Bricklayers and Allied Craftworkers Local #178 - International Union of Painters and Allied Trades Local #112 - International Brotherhood of Sheetmetal Workers Local #785 - Laborers International Union of North America The definition of craft maintenance as applied to this agreement shall be as follows: All work associated with the demolition, repair, replacement, improvement to or construction of equipment, buildings, structures, utilities, and/or system or components thereof. Craft maintenance for trades assistants shall be limited to work assigned to individuals employed as building trade laborers and which directly assists the craft work performed by other employees covered by this agreement; the Employer is free to assign such work; provided, however, such assignment does not fall within the craft performed by other employees covered by this agreement. L5 INDUSTRY ST A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents, 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. D. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the organizations responsible for the standards and regulations in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents, SAGE HALL ROOF AND DO ' ERS REFERENCES 01 42 00-4 11/1AY 9, 2019 CORNELL Ithaca, New ADAAG CFR FS LTFAS UNIVERSITY York Americans with Disabilities Act (ADA) Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities Available from Access Board www.access-board.gov Code of Federal Regulations Available from Government Printing Office www.gpoaccess . gov/cfr/index.html Federal Specification Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mil Available from Defense Standardization Program www.dps.dla.mil Available from General Services Administration www.gsa.gov Available from National Institute of Building Sciences www.nibs.org Uniform Federal Accessibility Standards Available from Access Board www.access-board.gov 1.6 ABBREVIATIONS AND ACRONYMS AA SECTION 01 42 00 REFERENCES (800) 872-2253 (202) 272-0080 (866) 512-1800 (202) 512-1800 (215) 697-6257 (202) 619-8925 (202) 289-7800 (800) 872-2253 (202) 272-0080 A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents, Aluminum Association, Inc. (The) www.aluminum.org AAADM American Association of Automatic Door Manufacturers www.aaadm.com AAMA Associated Air Balance Council wwwaabchq.com American Architectural Manufacturers Association wwwaamanet.org (703) 358-2960 (216) 241-7333 (202) 737-0202 (847) 303-5664 SAGE HALL ROOF AND DO • ERS REFERENCES 01 42 00-5 MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York AASHTO American Association of State Highway and Transportation Officials wwwtransportation.org REFERENCES (202) 624-5800 AATCC American Association of Textile Chemists and Colorists (The) (919) 549-8141 www.aatcc.org ABAA, Air Barrier Association of America www.airbarrier.org ABMA American Bearing Manufacturers Association www.abma-dc.org ACI ACI International ( erican Concrete Institute) wwwaci-int.org ACPA American Concrete Pipe Association wwwconcrete-pipe.org (866) 956-5888 (202) 367-1155 (248) 848-3700 (972) 506-7216 AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257-2530 www.aeic.org &PA American Forest & Paper Association www.afandpa.org AGA American Gas Association www.aga.org AGC Associated General Contractors of www.agc.org erica (The) (800) 878-8878 (202) 463-2700 (202) 824-7000 (703) 548-3118 Association of Home Appliance Manufacturers wwvvah.arn.org Asphalt Institute wvvwasphaltinstitute.org AIA American Institute of Architects (The) ww.aia.org AISC American Institute of Steel Construction www.aisc.org AISI American Iron and Steel Institute www.steel.org (202) 872-5955 (859) 288-4960 AITC American Institute of Timber Construction www.aitc-glulam.org (800) 242-3837 (202) 626-7300 (800) 644-2400 (312) 670-2400 (202) 452-7100 (303) 792-9559 01 42 00-6 MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES ALCA Associated Landscape Contractors of America (Now PLANET - Professional Landcare Network) ALSC American Lumber Standard Committee, Incorporated (301) 972-1700 www.alsc.org AMCA Air Movement and Control Association International, Inc. (847) 394-0150 www.amca.org ANSI American National Standards Institute (202) 293-8020 www.ansi.org AOSA Association of Official Seed Analysts, Inc. (505) 522-1437 www.aosaseed.com APA APA - The Engineered Wood Association (253) 565-6600 www.apawood.org APA Architectural Precast Association (239) 454-6989 www.archprecast.org API American Petroleum Institute (202) 682-8000 www.api.org ARI Air -Conditioning & Refrigeration Institute (703) 524-8800 www.ari.org ARMA Asphalt Roofing Manufacturers Association (202) 207-0917 www.asphaltroofing.org ASCE American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300 ASHRAE American Society of Heating, Refrigerating and (800) 527-4723 Air -Conditioning Engineers (404) 636-8400 www.ashrae.org ASME ASME International (800) 843-2763 (The American Society of Mechanical Engineers International) (973) 882-1170 ww.asme.org ASSE American Society of Sanitary Engineering (440) 835-3040 www.asse-plumbing.org ASTM ASTM International (610) 832-9585 (American Society for Testing and Materials International) vo,vw.astm.org AWI Architectural Woodwork Institute www.awinet.org (800) 449-8811 (703) 733-0600 SAGE HALL ROOF D DORMERS REFERENCES 01 42 00-7 MAY 9, 2019 CO ° ELL UNIVERSITY Ithaca, New York A A American Wood-PreserversAssociation www.awpacom AWS American Welding Society www.aws.org AVVIVA American Water Works Association wwvvawwa.org BHMA Builders Hardware Manufacturers Association www.buildershardware.com BIA Brick Industry Association (The) www.bia.org BICSI BICSI www.bicsi.org BISSC Baking Industry Sanitation Standards Committee www.bissc.org SECTION 01 42 00 REFERENCES (334) 874-9800 (800) 443-9353 (305) 443-9353 (800) 926-7337 (303) 794-7711 (212) 297-2122 (703) 620-0010 (800) 242-7405 (813) 979-1991 (866) 342-4772 CCC Carpet Cushion Council (203) 637-1312 www.carpetcushion.org CDA Copper Development Association www.copper.org (800) 232-3282 (212) 251-7200 CGA Compressed Gas Association (703) 788-2700 www.cganet.com CB/IA Cellulose Insulation Manufacturers Association www.cellulose.org (888) 881-2462 (937) 222-2462 CISCA Ceilings & Interior Systems Construction Association (630) 584-1919 CSP' vrwrw.cisca.org Cast Iron Soil Pipe Institute www.cispi.org (423) 892-0137 CLFMI Chain Link Fence Manufacturers Institute www.chainlinkinfo.org CPA Composite Panel Association www.pbmdf.com CPPA Corrugated Polyethylene Pipe Association wwwcppa-info.org CRI Carpet & Rug Institute (The) www.carpet-rug.com SAGE HALL ROOF D DO ' ERS REFERENCES (301) 596-2583 (301) 670-0604 (800) 510-2772 (202) 462-9607 (800) 882-8846 (706) 278-3176 01 42 00-8 MAY 9, 2019 CO ' ELL IVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES CRSI Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.org CSI Cast Stone Institute (770) 972-3011 www.caststone.org CSI Construction Specifications Institute (The) (800) 689-2900 www.csinet.org (703) 684-0300 CSSB Cedar Shake & Shingle Bureau (604) 820-7700 www.cedarbureau.org CTI Cooling Technology Institute (281) 583-4087 www.cti.org DHI Door and Hardware Institute (703) 222-2010 www.dhi.org EIA Electronic Industries Alliance (703) 907-7500 www.eia.org EIMA EIFS Industry Members Association (800) 294-3462 www.eima.com (770) 968-7945 EJCDC Engineers Joint Contract Documents Committee (703) 295-5000 www.ejdc.org EJMA Expansion Joint Manufacturers Association, Inc. (914) 332-0040 www.ejma.org ESD ESD Association (315) 339-6937 www.esda.org FMG FM Global (401) 275-3000 www.fmglobal.com FSA Fluid Sealing Association (610) 971-4850 www.fluidsealing.com FSC Forest Stewardship Council 49 228 367 66 0 www.fsc.org GA Gypsum Association (202) 289-5440 www.gypsum.org GANA Glass Association of North America (785) 271-0208 www.glasswebsite.com GS Green Seal (202) 872-6400 www.greenseal.org SAGE HALL ROOF REFERENCES D DORMERS 01 42 00-9 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York SECTION 01 42 00 REFERENCES GSI Geosynthetic Institute (610) 522-8440 www.geosynthrtic-institute.org HI Hydraulic Institute www.pumps.org HI Hydronics Institute www.gamanet.org HPVA Hardwood Plywood & Veneer Association www.hpva.org HPW H. P. White Laboratory, Inc. www.hpwhite.com IBR Institute of Boiler & Radiation Manufacturers (888) 786-7744 (973) 267-9700 (908) 464-8200 (703) 435-2900 (410) 838-6550 ICEA Insulated Cable Engineers Association, Inc. (770) 830-0369 www.icea.net ICRI International Concrete Repair Institute, Inc. (847) 827-0830 www.icri.org IEC International Electrotechnical Commission 41 22 919 02 11 www.iec.ch IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419-7900 wwwieee.org 'EWA Illuminating Engineering Society of North America (212) 248-5000 www.iesna.org IEST Institute of Environmental Sciences and Technology (847) 255-1561 www.iest.org IGCC Insulating Glass Certification Council (315) 646-2234 www.igcc.org IGMA Insulating Glass Manufacturers Alliance (613) 233-1510 www.igmaonline.org ILI Indiana Limestone Institute of America, Inc. www.iliai.com ISO International Organization for Standardization (812) 275-4426 41 22 749 01 11 www.iso.ch Available from ANSI (202) 293-8020 www.ansi.org SAGE HALL ROOF AND DO • ERS 01 42 00-10 MAY 9,2019 CORNELL UNIVERSITY Ithaca, New York ISSFA International Solid Surface Fabricators Association www.issfa.net ITS Intertek www.intertek.com ITU International Telecommunication Union www.itu.int/home KCMA Kitchen Cabinet Manufacturers Association www.kcma.org LMA Laminating Materials Association (Now part of CPA) LPI Lightning Protection Institute www.lightning.org MBMA Metal Building Manufacturers Association www.mbma.com MFMA Maple Flooring Manufacturers Association, In www.maplefloor.org MFMA Metal Framing Manufacturers Association www.metalframingmfg.org MHIA Material Handling Industry of America www.mhia.org MIA Marble Institute of America vvww.marble-institute.com MPI Master Painters Institute www.paintinfo.com MSS Manufacturers Standardization Society of The Valve and Fittings Industry Inc. www.mss-hq.com NAAMM National Association of Architectural Metal Manufacturers www.naamm.org NACE NACE International (National Association of Corrosion Engineers International) www.nace.org NADCA National Air Duct Cleaners Association www.nadca.com SECTION 01 42 00 REFERENCES (877) 464-7732 (702) 567-8150 (800) 345-3851 (713) 407-3500 41 22 730 51 11 (703) 264-1690 (800) 488-6864 (804) 314-8955 (216) 241-7333 (847) 480-9138 (312) 644-6610 (800) 345-1815 (704) 676-1190 (440) 250-9222 (888) 674-8937 (703) 281-6613 (312) 332-0405 (800) 797-6623 (281) 228-6200 (202) 737-2926 SAGE HALL ROOF AND DO • ERS REFERENCES 01 42 00-11 MAY 9, 2019 CORNELL UNI4' E SITY Ithaca, New York N ' 1 !A North American Insulation Manufacturers Association www.naima.org NBGQA National Building Granite Quarries Association, Inc. www.nbgqa.com NCAA National Collegiate Athletic Association (The) www.ncaa.org NCMA National Concrete Masonry Association www.ncma.org NCPI National Clay Pipe Institute www.ncpi.org a1d.CTION 0142 00 REFERENCES (703) 684-0084 NCTA National Cable & Telecommunications Association www.ncta.com NEBB National Environmental Balancing Bureau www.nebb.org NECA National Electrical Contractors Association www.necanet.org (800) 557-2848 (317) 917-6222 (703) 713-1900 (262) 248-9094 (202) 775-3550 (301) 977-3698 (301) 657-3110 NeLMA Northeastern Lumber Manufacturers' Association (207) 829-6901 www.nelma.org NEMA National Electrical Manufacturers Association .nema.org NETA International Electrical Testing Association www.netaworld.org NFHS National Federation of State High School Associations www.nfhs.org NFPA NFPA (National Fire Protection www.nfpa.org sociation (703) 841-3200 (888) 300-6382 (303) 697-8441 (317) 972-6900 (800) 344-3555 (617) 770-3000 NFC National Fenestration Rating Council www.nfrc.org NGA National Glass Association www.glass.org 301)589-1776 (866) 342-5642 (703) 442-4890 N LA National Hardwood Lumber Association www.natlhardwood.org NLGA National Lumber Grades Authority www.nlga.org (800) 933-0318 (901) 377-1818 (604) 524-2393 SAGE A D DO ERS REFERENCES 01 42 00-12 MAY 9, 2019 CO " ELL UNIVERSITY Ithaca, New York SECTION 01 42 00 REFERENCES NOFMA NOFMA: The Wood Flooring Manufacturers Association (901) 526-5016 www.nofma.org NRCA National Roofing Contractors Association www.nrca.net NRMCA National Ready Mixed Concrete Association www.nrmca.org NSF NSF International (National Sanitation Foundation International) www.nsf.org NSSGA National Stone, Sand & Gravel Association www.nssga.org NTMA National Terrazzo & Mosaic Association, Inc. (The) www.ntma.com NYBFU New York Board of Fire Underwriters www.nybfu.org PCI www.pci.org (800) 323-9545 (847) 299-9070 (888) 846-7622 (301) 587-1400 (800) 673-6275 (734) 769-8010 (800) 342-1415 (703) 525-8788 (800) 323-9736 (540) 751-0930 (212) 227-3700 Precast/Prestressed Concrete Institute (312) 786-0300 PDCA Painting & Decorating Contractors of America www.pdca.com PDI Plumbing & Drainage Institute www.pdionline.org PGI PVC Geomembrane Institute http://pgi-tp.ce.uiuc.edu (800) 332-7322 (314) 514-7322 (800) 589-8956 (978) 557-0720 (217) 333-3929 PLANET Professional Landcare Network (800) 395-2522 www.landcarenetwork.org PTI Post -Tensioning Institute www.post-tensioning.org RCSC Research Council on Structural Connections www.boltcouncil.org (602) 870-7540 (800) 644-2400 (312) 670-2400 RFCI Resilient Floor Covering Institute (301) 340-8580 www.rfci.com RIS Redwood Inspection Service www.calredwood.org (888) 225-7339 (415) 382-0662 SAGE HALL ROOF REFERENCES 01 42 00-13 AND DORMERS MAY 9, 2019 CORNELL UNIVERSPTY Ithaca, New York SAE SAE International SECTION 01 42 00 REFERENCES (877) 606-7323 www.sae.org (724) 776-4841 SBI Steel Boiler Institute SDI Steel Deck Institute www.sdi.org SDI Steel Door Institute wwwsteeldoonorg SEFA Scientific Equipment and Furniture Association www.sefalabs.com SGCC Safety Glazing Certification Council www.sgcc.org SIA Security Industry Association www.siaonline.org SJI Steel Joist Institute www.steeljoist.org SMA Screen Manufacturers Association www.smacentral.org (847) 458-4647 (440) 899-0010 (516) 294-5424 SMACNA Sheet Metal and Air Conditioning Contractors' National Association www.smacna.org SMPTE Society of Motion Picture and Television Engineers www.smpte.org SPFA Spray Polyurethane Foam Alliance www.sprayfoam.org SPIB Southem Pine Inspection Bureau (The) www.spib.org SPRI Single Ply Roofing Industry www.spri.org SSINA Specialty Steel Industry of North America www.ssina.com SSPC SSPC: The Society for Protective Coatings www.sspc.org STI Steel Tank Institute www.steeltank.com SAGE HALL ROOF 1) DO ' ERS REFERENCES (315) 646-2234 (703) 683-2075 (843) 626-1995 (561) 533-0991 (703) 803-2980 (914) 761-1100 (800) 523-6154 (850) 434-2611 (781) 647-7026 (800) 982-0355 (202) 342-8630 (877) 281-7772 (412) 281-2331 (847) 438-8265 01 42 00-14 MAY 9, 2019 CO RN Eli UNIVERSITY Ithaca, New York SWISteel Window Institute www.steelwindows.com SECTION 0142 00 REFERENCES (216) 241-7333 (816) 472-7974 (864) 646-8453 (703)907-7700 (303) 939-9700 (703) 683-1010 (847) 649-5555 (312) 670-4177 (800) 962-7962 (800) 962-7811 (877) 854-3577 (847) 272-8800 (972) 243-3902 (202) 828-7422 (800) 424-2869 (202) 244-4700 (800) 506-4636 (800) 223-2301 (916) 372-9943 SWRI Sealant, Waterproofing, & Restoration Institute www.swrionline.org TCA Tile Council of America, Inc. www.tileusa.com TIA/EIA Telecommunications Industry Association/Electronic Industries Alliance www.tiaonline.org TMS The Masonry Socie www.masonrysociety.org TPI Truss Plate Institute, Inc. www.tpinst.org TPI Turfgrass Producers International www.turfgrasssod.org TRI Tile Roofing Institute www.tileroofmg.org UFPO Underground Facilities Protective Organization www.ufpo.org Underwriters Laboratories Inc.'` UNI Uni-Bell PVC Pipe Association www.uni-bell.org USGBC U.S. Green Building Council www.usgbc.org WASTEC Waste Equipment Technology Association www.wastec.org WCSC Window Covering Safety Council www.windowcoverings.org WDMA Window & Door Manufacturers Association www.wdma.com WI Woodwork Institute www.wicnet.org SAGE ALLROOF D DO ERS REFERENCES 1 42 00-15 MAY 9, 2019 CORN ELL UNIVERS ITV Ithaca, New York WMMPA Wood Moulding & Millwork Producers Association www.wmmpa.com WSRCA Western States Roofing Contractors Association www.wsrca.com WWPA Western Wood Products Association www.wwpa.org A 6 SECTION 01 42 00 REFERENCES (800) 550-7889 (530) 661-9591 (800) 725-0333 (650) 570-5441 (503) 224-3930 Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. MO International Association of Plumbing and Mechanical Officials (909) 472-4100 www.iapmo.org ICC International Code Council www.iccsafe.org ICC -ES ICC Evaluation Service, Inc. www.icc-es.org NEC National Electric Code (888) 422-7233 (703) 931-4533 (800) 423-6587 (562) 699-0543 C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CE Army Corps of Engineers www.usace.army.mil CPSC Consumer Product Safety Commission www.cpsc.gov DOC Department of Commerce www.commerce.gov DOD Department of Defense http://.dodssp.daps.dla.mil DOE Department of Energy www.energy.gov EPA Environmental Protection Agency www.epa.gov (800) 638-2772 (301) 504-7923 (202) 482-2000 (215) 697-6257 (202) 586-9220 (202) 272-0167 SAGE HALL ROOF D DO ' ERS REFERENCES 01 42 00-16 MAY 9,2019 +CRNEL, UNIVERSITY SECTION 01 42 00' Ithaca, New York REFERENCES FAA Federal Aviation Administration (866) 835-5322 www.faa.gov FCC Federal Communications Commission (888) 225-5322 www.fcc.gov FDA Food and Drug Administration (888) 463-6332 www.fda.gov GSA General Services Administration (800) 488-3111 www.gsa.gov HUD Department of Housing and Urban Development (202) 708-1112 www.hud.gov LBL Lawrence Berkeley National Laboratory (510) 486-4000 www.lbl.gov NCHRP National Cooperative Highway Research Program (See TRB) NIST National Institute of Standards and Technology www.nist.gov OSHA Occupational Safety & Health Administration www.osha.gov PBS Public Building Service (See GSA) PHS Office of Public Health and Science www.osophs.dhhs.gov/ophs RUS Rural Utilities Service (See USDA) SD State Department www.state.gov TRB Transportation Research Board www.nas.edu/trb USDA Department of Agriculture www.usda.gov USPS Postal Service www.usps.com 2.0 PRODUCTS - NOT USED 3.0 EXECUTION - NOT USED ***E SAGE HALL ROOF D DOERS OF SECTION 0142 00*** REFERENCES (301) 975-6478 (800) 321-6742 (202) 693-1999 (202) 690-7694 (202) 720-9540 (202) 647-4000 (202) 334-2934 (202) 720-2791 (202) 268-2000 01 42 00-17 MAY 9, 2019 CORNELL UN I VEIIS ITV Ithaca, New York SECTION 01 45 00 1.)If A L1TY CONTROL 1.0 GENE L 1.1 DESCRIPTION SECTION 01 45 00 QUALITY CONTROL A. The Contractor shall provide and maintain an effective Contractor Quality Control (CQC) program and perform sufficient inspections and tests of all items of work, including those of Subcontractors, to ensure compliance with Contract Documents. Include surveillance and tests specified in the technical sections of the Specifications. Furnish appropriate facilities, instruments, and testing devices required for performance of the quality control function. Controls must be adequate to cover construction operations and be keyed to the construction sequence. Construction shall not begin until the Owner has approved the CQC program. 1.2 CONTROL OF ON-SITE CONSTRUCTION A. Include a control system for the following phases of inspection: 1. Pro -Installation Meeting. For all sections where pre -installations are defined, the Contractor shall arrange for a pre -installation meeting. When practical, pre -installation meetings shall be scheduled to take place on the same day as regularly schedule progress meetings. The Contractor shall make available, during this meeting, all approved submittals and products. a. Agenda to include the following: i. Appointment ii. Appointment of official representatives of participants in the Project. iii. Review of existing conditions and affected work, and testing thereof as required. iv. Review of installation procedures and requirements. v. Review of environmental and site condition requirements. vi. Schedule of the applicable portions of the Work. vii. Schedule of submission of samples, color chips, and items for Owners consideration. viii. Requirements for temporary facilities, site sign, offices, storage sheds, utilities, fences, Section 01500. ix. Requirements for notification for reviews. Allow a minimum of 48 hour notice to Architect for review of the Work. SAGE HALL ROOF D DORMERS QUALITY CONTROL 01 45 00-1 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York SECTION 0 t 45 00 QUALITY CONTROL x. Requirements for inspections and tests, as applicable. Schedule and undertake inspections and tests in accordance with Section 01410. xi. Delivery schedule of specified equipment. xii, Special safety requirements and procedures. b. The following minimum personnel shall be at the meeting: i. Project Manager. ii. Project Field Supervisor iii. Subcontractor Architect's Representative Owner's Representative vi. Commissioning Agent, when applicable vii. Testing Agency, when applicable 2. Preparatory Inspection. Perform this inspection prior to beginning work on any definable feature of work. Include a review of contract requirements with the supervisors directly responsible for the performance of the work; check to assure that materials, products, and equipment have been tested, submitted, and approved; check to assure that provisions have been made for required control testing; examine the work area to ascertain that preliminary work has been completed; physically examine materials and equipment to assure that they conform to shop drawings and data and that the materials and equipment are on hand. 3. Initial Inspection. Perfoiin this inspection as soon as work commences on a representative portion of a particular feature of workmanshipreview revew control testing for compliance with contract requirements. 4. Follow -tip Inspections. Perform these inspections on a regular basis to assure continuing compliance with contract requirements until completion of that particular work. 1.3 CONTROL OF OFF-SITE OPERATIONS A. Perform factory quality control inspections for items fabricated or assembled off-site as opposed to "off-the-shelfitems. The CQC Representative at the fabricating plant shall be responsible for release of the fabricated items for shipment to the job site. The CQC Representative at the job site shall receive the item and note any damage incurred during shipment. The Contractor shall be responsible for protecting and maintaining the item in good condition throughout the period of on-site and during erection or installation. Although any item found to be faulty may be rejected before its use, final acceptance of an item by the Owner is based on its satisfactory incorporation into the work and acceptance of the completed project. SAGE HALL ROOF D DORMERS QUALITY CONTROL 01 45 00-2 IVIAY 9, 2019 CORNELI, UNIVERSITY SECTION 01 45 00 Ithaca, New York QUALITY CONTROL 1.4 TESTING A. The Owner may engage the services of an independent testing laboratory to confirm that an installed item or element of work conforms to the Specification and workmanship requirements. 1.5 OWNER'S REPRESENTATIVE A. The Owner shall designate a Representative to monitor the progress and execution of the work. The Representative shall have the authority to call for test samples, to approve or to reject work performed and to stop work in progress, if, in its opinion, the work is not in conformance with the Contract Documents. The Representative shall not be authorized to make changes or interpretations of the Contract Documents. 1. The Contractor shall maintain a project Deficiency/Issues Log in e -Builder to track non- conforming materials or sub -standard workmanship identified by Owner's Representative. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION NOT USED ***END OF SECTION 01 45 00*** SAGE HALL ROOF D DO ERS QUALITY CONTROL 01 45 00-3 MAY 9, 2019 CO ELL UNIVERSEI'Y Ithaca, New York SECTION 01 50 00 TEMPO' ` Y FACILITIES AND CONTROLS SECTION 1 50 00 TEMPO " RACI 1T AND CON CONTROLS 1.1 DESCRIPTION A. The Contractor shall furnish, install and maintain all temporary facilities and services of every kind, as required by the Contractor and by its subcontractors for their performance of the Work and compliance with the Contract Documents, and shall remove such facilities and complete such services upon the completion of all other work, or as Cornell University may direct. The Contractor shall obtain all required permits and approvals for and shall provide, construct, or install, as well as operate, maintain, service and remove temporary facilities and services. 1.2 REQUIRE Eli".I S OFREGULATORY AGENCIES A. Comply with Federal, State and local codes and safety regulations. 2.0 PRODUCTS 2.1 MA"I'ERIALS, GENET A. Choice of materials, as suitable for the accomplishment `of the intended purpose, is the Contractor's option. Materials may be new or used, but must not violate requirements of applicable codes, standards and specifications. 2.2TEMPO A Y FIRST All) FAC L TIES' A. Provide first aid equipment and supplies, with qualified personnel continuously available to render first aid at the site. Provide a sign, posted at the telephone, listing the telephone numbers for emergency medical services: Physicians, ,ambulance services and hospitals. 2.3 TEMPORARY FIRE PROTECTION A. Provide a fire protection and prevention program for employees and personnel at the site. Any fire watches as a result of construction operations are the responsibility of the Contractor. Comply with NFPA 241. Develop, manage, and supervise an overall fire -prevention and - protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. SAGE . L ROOF AND DO ERS TEMPO Y' FACILITIES AND CONTROLS 01 00-1 MAY CORNEI I. UNIVERSE' 'V Ithaca, New York SECTION Of 0 00 'TEMPORARY FACILITIES 1. Impairments "Fire Code of NYS Section 901.7". Impairment; "the removal of fire alarm devices or sprinkler system coverage in a building." There are two different levels of impairments a. Partial Impairment. The removal of fire alarm devices or sprinkler system coverage via control valve in the immediate area of where work is to be performed. Basic Impairment Notification will be sent to Local Authority Having Jurisdiction and FM Global. No fire watchwill be required in most cases. Full ` System 'Impairment. ' The complete removal of a fire alarm `system" or sprinkler "system". Impairment of both the fire alarm system and sprinkler system at the same time is not allowed. Full System Impairment Notification will be sent to local Authority Having Jurisdiction, FM Global, Ithaca Fire Department `" Officers, Building Manager, Maintenance Manager, and Customer Service. B. Equipment: Fire Watch will be required and will need the Fire Watch Person's name and contact information. Cornell EH&S does not, perform the fire watch, it is the responsibility of the Contractor. 1. Provide and maintain fire extinguishing equipment ready fo. the Project and at specific areas of critical fire hazard. instant use at all areas of Hand extinguishers of the types and sizes recommended by the National Board of Fire Underwriters to control fires from particular hazards. Construction period use of permanent fire protection system. Maintain unobstructed access to fire extinguishers, fire hydrants, siamese connections, standpipes, temporary fire -protection facilities, stairways, and other access routes for firefighting Enforce fire -safety discipline: 1 Store combustible and volatile materials in an isolated, protected location. 2. Avoid accumulations of flammable debris and waste in or about the Project. 3. Prohibit smoking in the vicinity of hazardous conditions. There is NO SMOKING allowed on construction sites located in any occupied building. Smoking is prohibited in all Cornell University buildings. Closely supervise welding and torch -cutting operations in th materials and volatile conditions. vicinity o combustible SAGE D DO ERS TEMPO.,Y I'TI D CONTROLS 01 50 _2; MAY CORNELL UNIVERSITY Ithaca, New York TEMPO 9 SECTION 01 50 00 Y FACILITIES AND CONTROLS 6. Supervise locations and operations of portable heating units and fuel. D. Maintain fire extinguishing equipment in working condition, with current inspection certificate attached to each extinguisher. Welding or burning operations shall be conducted under a Hot Work Permit issued in accordance with Section 01 41 00. Where such work is permitted, the Contractor shall provide an approved fire extinguisher in good operating condition within easy reach of the operating personnel. In each instance, obtain prior approval of Cornell University Environmental Health & Safety. F. Advise Cornell University Environmental Health & Safety of any items affecting Life Safety, e.g., road blockages, exit closing, etc. 2.4 CONSTRUCTION AIDS A. Provide construction aids and equipment required to assure safety for personnel and to facilitate the execution of the Work; Scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes, fall protection, harness, tie -off points, and other such equipment. . Maintain all equipment in a safe condition. 2.5 TEMPO . , Y ENCLOSURES A. Provide temporary weather -tight enclosure for building exterior, maintain in-place until installation of permanent enclosures. Provide temporary weather -tight enclosure of exterior walls as work progresses for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities, and as necessary to provide acceptable working conditions, provide weather protection for interior materials, provide weather protection for occupied areas, allow for effective temporary heating, and to prevent entry of unauthorized persons. 1. Other enclosures shall be removable as necessary for work and for handling of materials. 2 Where heating or cooling is needed and permanent enclosure is incomplete, insulate temporary enclosures. 3. Provide temporary enclosures to separate work areas from areas of the existing building occupied by Owner; to prevent penetration of dust or moisture into occupied areas, to prevent damage to existing equipment, and to protect Owner's employees and operations from construction work. 4. Do not remove existing exterior enclosure systems until new exterior enclosure systems are ready for installation. Complete removal of existing exterior enclosure systems as soon as possible. Immediately after completing removal, install new exterior enclosure systems and complete installation as soon as possible. SAGE HALL ROOF TEMPO AND DO " ERS Y FACILITIES AND CONTROLS 01 50 00-3 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York 2.6 TEMPO " Y WATER CONTROL . , TEMPO 9 . SECTION 01 50 00 Y FACILITIES AND CONTROLS A. The Contractor shall provide, maintain and operate pumps required to keep the Work free of water at all times. B Dispose of all water with due care and shall not infringe on the rights of others on the Site, of adjacent property owners and of the public. All cost in connection with the removal of such water shall be paid by the Contractor. 2.7 TREE PLANT AND LA PROTECTION A. Preserve and protect existing trees, plants and lawns at the site which are designated to remain, and those adjacent to the site. B. Consult with Owner and remove agreed -on roots and branches which interfere with construction. 1. Employ certified arborist to remove, and to treat cuts. Provide temporary fences to a height of six feet, around each, or around each group of trees and plants. Provide temporary lawn protection to prevent soil compaction. Reference Cornell University Design Standards and Details for wood and chain fencing below, D. Protect root zones of trees, plants and lawn areas: 1. Do not allow vehicular traffic or parking. Do not store materials or products. Prevent dumping of refuse or chemically injurious materials or liquids. Prevent puddling or continuous running water. E. Carefully supervise excavating, grading and filling, and subsequent construction operations to prevent damage. F. G. Replace, or suitably repair, trees, plants and lawn areas designated to remain which are damaged or destroyed due to construction operations. Roots 2 inches or larger that are damaged or cut during construction are to be sawed off close to the tree side of the excavation by certified arborist. H. During the leafing -out period in the spring, extra care should be exercised to reduce root damage such as keeping exposed roots wet, saturating soil when backfilling around roots, and backfilling as soon as possible. L Consult Cornell University Grounds Depa ent for mitigation of roof or tree damage. SAGE HALL ROOF TEMPO 'Y FACILITIES AND DORMERS D CONTROLS 01 50 004 MAY 9, 2019 C€3 Lea UNIVERS�F Ithaca, New York SECTION 01 50 00 TEMPO' . 'Y FACILITIES AND CONTROLS 2/ SAGE L ROOF TEMPO Y FACILITIES AND T D DO ERS 01 50 00-5 MAY `ILL, UNIVERSI Ithaca, YorkTEMPO SECTION ;0150 00 ' 'FACILITIESCONTROLS A 1011001001 011 SAGE HALL ROOF TEMPO'.•Y FACILITIESCONTROLS ANI) DO ERS 01 50 00-6 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York TEMPO SECTION 01 50 00 Y FACILITIES AND CONTROLS 2.8 PERSONNEL PUBLIC AND EMPLOYEE PROTECTION A. Provide guardrails, barricades, fences, footways, tunnels and other devices necessary to protect all personnel, employees, and the public, against hazards on, adjacent to or accessing the construction site. 1. Install Owner provided directional signage as directed by Owner; provide warning lights, signals, flags and illumination as necessary to alert persons to hazards and to provide safe, adequate visibility in areas of hazards. 2. Closed sidewalks need to be indicated with OSHA -approved signs, as well as, proper barricades. 3. Provide flag personnel as necessary to guide vehicles, protect personnel, public and employees. 2.9 PROJECT IDENTIFICATION D ,SIGNS No Contractor sips to be displayed at the project site, unless authorized by the Owner. Owner Construction Project Sign. The Contractor shall install Owner provided project identification signage. 2.10 SECURITY A. The Contractor shall provide security services as required to protect the interests of the Owner. 2.11 FIELD OFFICES A. The Owner shall designate a space within the facility to serve as a field office for the use of the Contractor and Owner. B. Provide a designated break area within the project site limits to minimize interaction between construction personnel and the Campus community. 3.0 EXECUTION 3.1 PREP TION A. Consult with Owner, review site conditions and factors which affect construction procedures and temporary facilities, including adjacent properties and public facilities which may be affected by execution of the work. 1. Designate the locations and extent of temporary construction, storage, and other temporary facilities and controls required for the expeditious accomplishment of the Work. SAGE HALL ROOF TEMPO D DO ERS I Y FACILITIES AND CONTROLS 01 50 00-7 MAY 9, 2019 CO' ELL UNIVERSITY Ithaca, New York SECTION 01 50 00 TEMPO • RY FACILITIES AND CONTROLS 2. Allow space for use of the site by Owner and by other contractors, as required by Contract Documents, 31 GENE A. Comply with applicable requirements specified in sections of Division 02 through 40. B. Make work structurally and electrically sound throughout. C. Install work in a neat and orderly manner. D. Maintain, clean, service and repair facilities to provide continuous usage, and to the quality specified for the original installation. Relocate facilities as required by progress of construction, by storage or work requirements, and to accommodate requirements of Owner and other contractors employed at the site. F. At all times during the progress of the Work, keep the site free from accumulation of waste matter or rubbish and shall confine its apparatus, materials and operations of its workers to the limits prescribed except as the latter may be extended with the approval of the Owner's Representative. Cleaning of the structure or structures must be performed daily and removal of waste matter or rubbish must be performed at least once a week. G. Contractor shall at all times keep access road and public roads clean of mud and construction debris and maintain dust control to the satisfaction of the Owner, 33 REMOVAL A. Completely remove temporary structures, materials, equipment and services: 1. When construction needs can be met by use of permanent construction. 2 At completion of the Project. B. Repair damage caused by installation or use of temporary facilities. Clean after removal. C. Restore existing or permanent facilities used for temporary purposes to specified, or to original condition. 1. Grade the areas of the site affected by temporary installations to required elevations and slopes, and clean the area. ***END OF SECTION 01 50 00*** SAGE HALL ROOF TEMPO AND DO ' ERS Y FACILITIES AND CONTROLS 01 50 00-8 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York SECTION 01 51 00 TEMPO 1.0 GENE'L Y UTILITIES SECTION 01 51 00 TEMPO RY UTILITIES A. The Contractor shall furnish, install and maintain temporary utilities required by all trades for construction. Remove on completion of Work, The Contractor shall provide all labor and materials for temporary connections and distribution. 1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with National Electric Code, current edition. Comply with Federal, State and local codes and safety regulations and with utility company requirements. 2.0 PRODUCTS 2.1 MATERIALS, GENERAL A. Materials may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. 2.2 TEMPO 9 Y ELECTRICITY, LIGHTING AND WATER A. The Contractor shall have access to the Owner's water and electric power for constructing the Work. Temporary utility connections shall be made by the Contractor as close to its operations as possible as long as such connections do not over -load the capacity of the Owner's utilities or interfere with its customary utilization thereof. Utility access points shall be determined in cooperation with and acceptable to the Owner. The Contractor shall be responsible for the economic use of the Owner's Water and Power. The Owner will pay for the water and power consumed in the construction of the Work as long as economical usage of these utilities is maintained. The Owner reserves the right to meter and charge for the power and water consumed if in the opinion of the Owner the usage of these utilities is not economically conducted by the Contractor. In such an event, the Owner shall give three (3) days written notice to the Contractor of its intentions to meter and charge for temporary utilities used by the Contractor. C. All temporary power systems including wiring shall be removed by the Contractor when no longer required. SAGE HALL ROOF TEMPO AND DO ERS Y UTILITIES 01 51 00-1 MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPO ' Y UTILITIES D. All temporary wiring and equipment shall be in conformity with the National Electric Code, E. Discontinuance, Changes and Removal The Contractor shall: 1. Discontinue all temporary services required by the Contract when so directed by the Owner or the Owner's Representative. The discontinuance of any such temporary service prior to the completion of the Work shall not render the Owner liable for any additional cost entailed thereby. 2. Remove and relocate such temporary facilities as directed by the Owner or the Owner's Representative, and shall restore the Site and the Work to a condition satisfactory to the Owner. 2.3 TEVIPORARY CONTRACTOR TELEPHONE SERVICE A. Site Superintendent or their Representative shall carry a cellular telephone at all times. B. Provide phone number to Cornell project representatives for communication during Work. 2.4 TEMPORARY SANITARY FACILITIES A. Provide adequate toilet and washing facilities for the use of personnel and employees; locate temporary sanitary facilities in the Laydown Area identified on Drawing C, Cover of the Contract Documents. Existing plumbing facilities shall not be used by construction personnel. Facilities may be portable chemical -type toilets or temporary flush toilets connected to sanitary sewer, screened for privacy. D. Service, clean and maintain facilities and enclosures in a neat, clean and sanitary condition. 3.0 EXECUTION 3.1 REMOVAL A. Completely remove temporary materials and equipment when their use is no longer required. Clean and repair damage caused by temporary installations or use of temporary facilities. Restore existing and permanent facilities used for temporary services to specified, or to original, condition. ***END OF SECTION 01 51 00*** SAGE HALL ROOF D DORMERS TEMPO • Y UTILITIES 01 51 00-2 MAY 9, 2019 CO ' ELL UNIVERSITY Ithaca, New York SECTION 01 66 00 STO' GE AND PROTECTION 1.0 GENE ' • L STO • , SECTION 01 66 00 GE AND PROTECTION 1.1 DESCRIPTION A. Receive, pile, store and handle all materials, equipment and other items incorporated or to be incorporated in the Work, including items furnished by the Owner in a careful and prudent mariner and shall protect them against loss or damage from every source. B. Obscure from public view, in a manner acceptable to the Owner, staging and storage areas. 1.2 T SPORTATION D II DLING A. Transport and handle products in accordance with manufacturer's instructions; using means and methods that will prevent damage, deterioration, and loss, including theft. B. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction space. C. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. D. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installation. E. Promptly inspect shipments to assure that products comply with requirements, quantities are correct and products are undamaged. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement or damage. 1,3 ON-SITE STO A. Materials stored on the Site shall be neatly piled and protected, and shall be stored in a neat and orderly manner in locations that shall not interfere with the progress of the Work or with the daily functioning of the Institution. B. Materials subject to weather damage shall be protected against the weather by floored weatherproof temporary storage sheds. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather -protection requirements for storage. SAGE HALL ROOF AND DO ' ERS STORAGE AND PROTECTION 01 66 00-1 MAY 9, 2019 COI ELL UNIVERSTY Ithaca, New York D. SECTION 01 66 00 STOPROTECTION Storage piles shall be located within the area designated as the Staging Area. The Contractor shall work to ensure that the condition of the staging area has no negative impact on the Campus, visually or otherwise; and that outside of that area. The Contractor has no impact at all on the Campus. Materials stored within the building shall be distributed in such a manner as to avoid overloading of the structural frame, and never shall be concentrated in such a manner as to exceed the equivalent of 50 pounds per square foot uniformly distributed loading. Stored materials shall be moved if they interfere with the progress of the work. Should it become necessary to move stored materials or equipment, the Contractor, at the direction of the Owner or the Owner's Representative, shall move such materials or equipment. 1.4 PALM ROSTORAGE A. All property including construction materials and equipment stored at the Palm Road location shall be stored at the Contractor's sole risk. The Contractor is solely responsible for repair or replacement of property due to any cause of loss. The Contractor agrees to hold Cornell harmless from any accident or injury occurring at Palm Road storage site associated with the Contractor's storage. The Contractor understands that Cornell makes "no" warranty regarding any security at the Palm Road site. D. The Contractor agrees that it is solely responsible for any cleanup of any site contamination caused by the Contractor's storage or storage operations and the Contractor agrees to pay for cleanup of any contamination and restore the site back to the same condition it was found. 1 . It shall be assumed that the Contractor is responsible for site contamination unless the Contractor has reported condition prior to moving storage materials and equipment onto the site. Each Contractor shall be responsible for their own general area whether defined formally or not but in cases where pollutants have traveled or are found in the public areas used by all contractors, the Contractor agrees as follows: 1. If it cannot be determined who is responsible for site contamination after an investigation, all contractors who could be responsible based upon location of the incident agree to share the expense of cleanup equally. No storage of hazardous materials or environmental contaminants is permitted at the Palm Road site. All barrels must have labels affixed identifying contents. G. Unoccupied storage containers not within the project fence shall be labeled in the Cornell standard. Signs customized for the project shall be ordered from Ithaca Plastics, Inc., 305 West Green Street, Ithaca, New York 14850, Phone 607.272.8232, Fax 607.277.2579, Email db@ithacaplastics.com. L ROOF ERS STO D PROTECTION 01 66 00-2 AY 9, 2019 CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STO GE AND PROTECTION 1.5 PROTECTION . , A. The Contractor shall provide security personnel and adopt other security measures as may be necessary to adequately protect materials and equipment stored at the site. The Contractor shall be obligated to replace or pay for all materials and equipment including items furnished by the Owner which have been damaged or stolen prior to completion of the Work. B. Protection of Utilities 1. If during the course of the Project, it is necessary to work adjacent to existing utilities, pipelines, structures and equipment, the Contractor shall take all necessary precautions to protect existing facilities from damage. 2. Locations of utilities as shown on the Contract Documents are approximate only. The Contractor shall excavate or otherwise locate to verify existing utilities in advance of its operation. C. Protective Covering 1. All finished surfaces shall be protected by the Contractor as follows: a. Door and window sills and the jambs and soffits of openings used as passageways or through which material is handled, shall be cased and protected adequately against possible damage resulting from the conduct of the work of all trades. b. All surfaces shall be clean and not marred upon delivery of the building to the Owner. The Contractor shall, without extra compensation, replace all blocks, gypsum board, plaster, paint, tile, and all other surfaces, whether or not protected, which are damaged, and shall refinish (including painting as specified) to satisfaction of Owner. c. Tight wood sheathing shall be laid under any materials that are stored on finished concrete surfaces and planking must be laid before moving any materials over these finished areas. Wheelbarrows used over such areas shall have rubber tires on wheels. d. Contractor has the responsibility for protection of carpeting and all finish flooring during all phases of the work including after installation. e. All floors exposed to view as a floor finish shall be protected by overlaying with plywood in all areas subject to construction traffic within and without the building, special care shall be taken to protect all stair finish surfaces including but not limited to flooring, wood in -fill stairs, cabinetry, counters, equipment, etc. 1.6 PROTECTION AFTER INSTALLATION A. Protect installed products, including Owner -provided products, and control traffic in immediate area to prevent damage from subsequent operations. B. Provide protective coverings at walls, projections, corners, and jambs, sills, and soffits of openings in and adjacent to traffic areas. SAGE HALL ROOF AND DO ' ERS STORAGE AND PROTECTION 01 66 00-3 MAY 9, 2019 CORNELL tiNIVE1S I'' Ithaca, ' New orSTO GE AND PROTECTION C. Protect finish floors and stairs from dirt, wear, and damage: SECI'ION01 66 00 Secure heavy sheet goods or similar protective materials in place, foot traffic. Lay planking or similar objects. n areas subject to gid materials in place, in areas subject to ove ent of heavy 3. Lay planking or similar rigid aterials in place, in areas where storage of products will occur. Protect waterproofed and roofed surfaces: 1: Restrict use of surfaces for traffic of any kind, and for storage of products. When an activity is mandatory, obtain recommendationsfor protection of surfaces from manufacturer. Install protection and remove on completion of activity. Restrict use of adjacent unprotected areas. E. Restrict traffic of any kind across planted lawn and landscape areas. 2.0 PRODUCTS TS T USED SAGE AND DOt. ERS STO 0166 00-4 Y 9, 2019 CO • ELL UNIVERSITY Ithaca, New York SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING 1.0 GENE 1.1 DESCRIPTION A. The Contractor shall be responsible for all cutting, fitting and patching, required to complete the Work or to: 1. Make its several parts fit together properly. 2. Uncover portions of the Work to provide for installation of ill-timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. 5. Remove samples of installed work as specified for testing. 6. Repair or restore existing or new surfaces and finishes to match adjacent existing or new surfaces and finishes. B. Upon written instructions of the Owner's Representative: 1. Uncover designated portions of Work for Architect's observation of covered work. 2. Remove samples of installed materials for testing beyond that specified. 3. Remove work to provide for the alteration of previously incorrectly installed work. 4. Patch work uncovered or removed. C. Do not damage or endanger any work by cutting or altering the Work or any part thereof, D. Do not cut or otherwise alter the work of the Owner except with the written consent of the Owner's Representative. 1.2 SUBMITTALS A. Submit a written request to the Architect prior to executing any cutting, alteration or excavation which affects the work of the Owner, or which may affect the structural safety of any portion of the Project. Include: 1. Identification of the Project. 2. Description of the affected work. 3. The necessity for doing the cutting, alteration or excavation. SAGE HALL ROOF AND DO " ERS CUTTING, PATCHING AND REPAIRING 01 73 294 MAY 9,2019 CORNEI,,L UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING D REPAIRING 4. The effect on the work of the Owner's property, or on the structural integrity of the Project. 5. Description of the proposed work: a. The scope of cutting, patching, or alteration. b. Contractor and trades who will execute the work. c. Products proposed to be used. d. The extent of refinishing to be done. 6. Alternatives to cutting, patching or excavation. 7. Designation of the responsibility for the cost of cutting and patching. 8. Written permission of any separate contractor whose work will be affected. B. Should conditions of the work or the schedule indicate a change of products from the original installation, submit a request for substitution as specified in Section 01 25 00 - Substitutions and Product Options. C. Submit a written notice to the Architect and the Owner designating the date and the time the work will be uncovered. 1.3 QUALITY ASSURANCE A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load -carrying capacity for load -deflection ratio. 1. Obtain written approval of the cutting and patching proposal before cutting and patching structural elements, including but not limited to the following: a. Structural decking b. Miscellaneous structural metals c. Piping, ductwork, vessels, and equipment supports d. Equipment supports B. Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operation life or safety. 1. Obtain written approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems: a. Water, moisture, or vapor barriers b. Membranes and flashings SAGE HALL ROOF D DO ' ERS CUTTING, PATCHING AND REPAIRING 01 73 29-2 MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 1.4 c. Electrical wiring systems C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Owner's opinion, reduce the building's aesthetic qualities. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace construction which was cut and patched in a visually unsatisfactory manner at no expense to the Owner. D. Waterproofing and Water Tightness: Do not cut or alter waterproofed walls or floors or any structural members without written permission of the Owner. 1. Waterproofing and Roofing Membranes a. Employ qualified contractors to accomplish all required cutting, patching, or repairing of existing waterproofing and roofing membranes. b. Before beginning cutting, patching or repairing of existing waterproofing and roofing membranes, obtain approval of all materials, methods and contractor to be used from the Owner and agency, or agencies, holding bond or guarantee/warranty in force for membrane. 2. Water Tightness a. The Contractor shall be responsible for water tightness of product, materials, and workmanship, including work specified to be watertight and inferred by general practice to be watertight. . All floors (slabs), walls, roof, glazing, windows, doors, sleeves through foundation walls, flashings, and similar items shall be watertight. c. If details or materials shown or specified are felt not satisfactory to produce water tightness, the Contractor shall inform the Owner's Representative before installation and submit proposed substitution or alternative method for review and approval. The Contractor shall execute approved change and make watertight at no additional cost to the Owner. A. Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any warranties required or existing. 2.0 PRODUCTS 2.1 MATERIALS A. Comply with the Contract Documents for each product involved. SAGE HALL ROOF AND DO ' ERS CUTTING, PATCHING D REPAIRING 01 73 29-3 MAY 9, 2019 CO ELL UNIVERSITY Ithaca, New York SECT ON 0173 29 CUTTING,TCREPAIRING'. B. Use materials identical to in-place or existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. If identical materials are unavailable or cannot be used, use materials whose installed performance will equal or surpass that of in-place or existing materials, and will match visual appearance of in- place or existing materials. 3.0 EXECUTION 3.1 INSPECTION A. Inspect existing conditions of the Project, including elements subject to damage or to movement during: 1. Cutting and patching. 2. Excavation and backfilling. After uncovering work, inspect the conditions affecting the installation of products; or performance of the work. Report unsatisfactory or dubious conditions to the Architect in writing; do not proceed with the work until the Architect has provided further instructions. 3.2 PREP. * TION A. Provide shoring, bracing and other support as necessary to assure the st ctural safety of that portion of the Work. Provide devices and methods to protect other portions of the Project from damage. Provide for vertical and lateral support required to protect adjacent buildings and properties. Provide protection from the elements for that portion of the Project which may be exposed by cutting and patching work, including but not limited to pumping to maintain excavations free from water. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them. 3.3 PERM CE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. 1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. SAGE HALL D DO ERS CUTTING, A. C 01 29_4 Y 9, 2019 CORNELL Ithaca, New B. UNIVERSITY SECTION 01 73 29 York CUTTING, PATCHING AND REPAIRING Cutting: Cut existing construction using methods which will assure safety, will be least likely to damage elements retained or adjoining construction, and will provide proper surfaces to receive new work. 1. In general, where cutting, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. 3. Cut through concrete and masonry using a cutting machine, such as a carbon saw or a diamond -core drill. C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over patch and apply final paint coat over entire unbroken surface containing patch. Provide additional coats until patch blends with adjacent surfaces. 3. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: a. For continuous surfaces, refinish to nearest intersection. b. For an assembly, refinish the entire unit. 4. Ceilings: Patch, repair, or re -hang existing ceilings as necessary to provide an even - plane surface of uniform appearance. 5. Brick and Masonry: Patch walls by toothing-in units using salvaged or new brick and masonry matching in-place brick and masonry units. Match coursing patterns, mortar joint profiles, and other features of in-place brick and masonry walls. Use accessory materials compatible with in-place materials. 6. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weather -tight condition. a. Existing Roofing: Comply with requirements of existing roofing manufacturer for cutting and patching existing roofing system. Provide flashing and trim, base sheets, base flashing, adhesives, insulation, blocking, substrate boards, accessories, and other required items to patch roofing at penetrations and roof -top mounted items. SAGE HALL ROOF AND DORMERS CUTTING, PATCHING AND REPAIRING 01 73 29-5 MAY 9, 2019 CORNELL. UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING D REPAIRING D. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. 1, Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching material applied according to manufacturer's written recommendations. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes. F Restore work which has been cut or removed; install new products to provide completed work in accordance with requirements of Contract Documents, G. The Contractor shall replace, repair and patch all surfaces of the ground and of any structure disturbed by its operations and its Work which surfaces and structures are intended to remain even if such operations and work are outside the property lines. Such replacement, repair and patching shall be with like material and shall restore surfaces as they existed. 3.4 CLE ING A. Clean area and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. B. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. ***END OF SECTION 01 73 29*** SAGE HALL ROOF D DO • ERS CUTTING, PATCHING D REPAIRING 01 73 29-6 MAY 9, 2019 CO ELL UN1'ERSITY Itaca, New York Lo ION 01 77 0 PRO CLOSEOUT 1.1 INSPECTIONS: SECTION 0177 00 PROJECT CLOSEOUT A. Substantial Completion: 1. Within a minimum of five (5) days prior to substantial completion, when the Work has reached such a point of completion that the building or buildings, equipment and apparatus can be occupied and used for the purpose intended, the Contractor shall conduct a detailed inspection of the Work to ensure that all requirements of the Contract have been met and that the Work is complete and is acceptable. Contractor shall prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete. After receipt of the Contractor's initial punch list, the Architect will make an inspection of the Work to determine that the Work is substantially complete and that requirements of the Contract have been met and that the Work is sufficiently complete and is acceptable for use. The Architect will submit a marked -up list of items to be completed and/or corrected, inclusive of the Contractor's punch list. The Architect shall prepare a Certificate of Substantial Completion, on the basis of an inspection, when the Architect has determined that the work is substantially complete. A copy of the report of the inspection will be furnished to the Contractor as the inspection progresses so that the Contractor may proceed without delay with any part of the Work found to be incomplete or defective. Final Acceptance: 1. When the items appearing on the report of inspection have been completed or corrected, the. Contractor shall so advise the Architect. After: receipt of this notification and Contractor's certified list of completed items, the Owner's Representative will inform the Contractor of the date and time of final inspection. A copy of the report of the final inspection containing all remaining contract exceptions, omissions and incomplete work will be furnished to the Contractor. After receipt of notification of completion and all remaining contract exceptions, omissions and incomplete work from the Contractor, the Architect will make an inspection to verify completion of the exception items appearing on the report of final inspection. SAGE HALL ROOF D DO ERS CT C .1'77 -1 MAY 9, 201 CORNEI,L UNIVERSITY Ithaca, New York L2 SUBMITTALS SECTR1N 01 77 00 PROJECT CLOSEOUT A. Contractor's List of Incomplete Items: Initial punch list submittal at Substantial Completion. 1. Organize list by roof areas as designated in Section 01 11 00 Summary of Work, Part 1.1. Organize items applying to each are by major element. B. Contractor's Certified List of Completed Items: Final signed punch list submittal at Final Completion. 1.3 FINAL CLEAN UP A. Upon completion of the work covered by the Contract the Contractor shall leave the completed Project ready for use and occupancy without the need of further cleaning of any kind and with all Work in new condition and in perfect order. In addition, upon completion of all Work the Contractor shall remove from the vicinity of the Work all plant, rubbish, unused materials, and other materials belonging to him or used under its direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the work to their original condition, and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor and/or its surety shall be liable therefore. Final clean-up shall include but not be limited to the following: 1. All finished surfaces shall be swept, dusted, washed and polished. This includes cleaning of the Work of all finishing trades where needed, whether or not cleaning by such trades is included in their respective sections of the specifications. 2, Roofs, utility tunnels, manholes and pipe trenches and spaces between the new and existing Work shall be left thoroughly cleaned. 3 Where the finish of floors has been marred or damaged in any space or area, the entire floor of that space or area shall be refinished as recommended by the manufacturers of the flooring. All equipment shall be in an undamaged, bright, clean, polished and new appearing condition. All new glass shall be washed and polished, both sides. The Contractor shall be responsible for all breakage of glass in the area of the Work from the commencement of its activities until the building is turned over to Owner. The Contractor shall replace all broken glass and deliver the entire building with all glazing intact and clean. 6. Refer to exterior clean up. Remove paint and glazing compound from surfaces. B. Clean adjacent structures and improvements of dust, dirt, and debris caused by construction operations. Return adjacent areas to condition existing before construction operations began. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 77 00*** SAGE HALL ROOF PROJECT CLOSOUT D DO ERS 01 77 00-2 MAY 9, 2019 CO' ELL UNIVEIISEI'Y Ithaca, New York SECTION 01 78 22 FIXED EQUIPMENT INVENTORY SECTION 01 78 22 FIXED E UIPIVIEN1' INVENTORY 1.0 GENE 1.1 ROOF SYSTEM INVENTORY A. The Owner shall provide the Contractor with a list of Roof System Attributes to be inventoried in an Excel template. B. The Contractor shall provide a dimensioned roof plan of the facility drawn to scale, Auto CAD or Microstation format. Each roof panel of the roof system is to be labeled with a unique ROOF ID number that will reference the Excel template to properly inventory Roof System Attributes of each panel. Once populated, the Contractor shall electronically return to the drawings to the Owner's Representative for review and approval. 1. Entire Roof Replacement Projects for a Facility: The Contractor is to assign a ROOF ID to each panel of the newly installed roofing system. The ROOF ID will be comprised of the unique Cornell Facility Code number followed by an underscore and a three digit number. (i.e. - Day Hall (Facility Code: 2026) - ROOF ID: 2006_001). 2. Partial Roof Replacement Projects for a Facility: The Owner will provide a graphically representation of the facility's roof plan with the ROOF ID numbers already assigned to each panel of the roof . The Contractor is responsible to transfer the assigned ROOF ID numbers to their new drawings to be returned to the Owner's representatives. C. The Contractor shall populate the template. Once populated, the Contractor shall electronically return the list to the Owner's Representative. The initial data to be captured on each panel of the newly installed roof system shall include: 1. Roof Classification 2 Manufacturer (If applicable) 3. Description of System 4. Roof Material 5. Installation Type 6. Slope of Roof (Low or Steep) 7. Roof ID (See Section 1.1.B) for additional information 8. Area of Roof Panel (SF) 9. Contractor (Installer of Roof System) 10. Warranty Number (If applicable) 11. Warranty Expiration Date (If applicable) SAGE HALL ROOF FIXED EQUIPMENT INVENTORY D DO ' ERS 01 78 22-1 MAY 9, 2019 CORNEL UNIVERS Ithaca, .. .,. New York SECTION 078 22 FIXED EQUIPMENT INVENTORY 12. Material arranty Number (If applicable) 13. Material Warranty Expiration Date (If applicable) 14. Asbestos Present (If any material remained in place during the reroofing project) 15. Insulation (Yes or No), Fastening type, Thickness 16. Flashing Material 17. Gutter Type (If applicable) 18. Downspout Type (If applicable) 19. Roof Drain Type (If Applicable) 20. Roofing Substrate 21. Facility (State or Endowed 22. Vapor Barrier Type 24. Cost per Square Foot 25. Remaining Useful Life RUL) 26. Type of Heat Trace Element (If applicable) 27. Type Snow Guard Systems (If applicable) 28. Additional Coents as Applicable D. The Contractor shall electronically submit the Roof System data as specified above and any related documentation (i.e. - O&M manuals and Warranty data) to the Owner's Representative. 2.0 PRODUCTS - NOT USED 3.0 EXECUTION — NOT USED SAGE HALL ROOF AND DO ERS ***END OF SECTION 01 78 22*** FIXED EQUIPMENT INVENTORY 01 78 22-2 AY 9, 2019 CORNELL UNIVERSITY Ithaca, New York OPE SECTION 01 78 23 OPE 1.0 GENE L 1.1 DESCRIPTION SECTION 01 78 23 TING AND MAINTEN CE DATA TING 0 MAINTEN CE DATA A. The Contractor shall compile product data and related information appropriate for Owner's maintenance and operation of products furnished under the Contract. 1. Prepare operating and maintenance data as specified in this Section, as referenced in other pertinent sections of Specifications and as necessary to operate the completed work. 2. Operations and maintenance data, in final format, shall be available to the Owner prior , to sunstantial completion. B. Instruct Owner's personnel in the maintenance of products and in the operation of equipment and systems. 1.2 FO OF STJBMITT A. Prepare data in the form of an instructional manual for use by Owner's personnel. B. Submit a CD with electronic .pdf files, upload electronic files to ePM system of complete manual in final form. 1. Format: a. Size: 8-1/2" x 11". b. Text: Manufacturer's, scanned .pdf and/or neatly typewritten Word file. c. Drawings in electronic format Drawings are required in PDF format. Drawings shall be in AutoC 1 v14 or higher format. d. Provide fly -leaf for each separate product, and major component parts of equipment. Provide type description of product, and major component parts of equipment. Provide indexed PDF bookmarks. Provide a series of files organized in subdirectories with a summary index with hyperlinks to the various documents. SAGE HALL ROOF OPE AND DORMERS . , TING 0 MAINTEN CE DATA 01 78 23-1 MAY 9, 2019 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPE' TING D MAINTENANCE DATA e. Cover: Identify each volume with title "OPERATIONS AND MAINTENANCE INSTRUCTIONS. List: Title of Project Identity of separate structure as applicable. Identity of general subject matter covered in the manual. L3 CONTENT OF M UAL A. Table of contents, typewritten, for each volume, arranged in a systematic order. 1. Contractor, name of responsible principal, address and telephone number. 2. A list of each product required to be included, indexed to the content of the volume. 3. List, with each product, the name, address and telephone number of: a. Subcontract or installer. 4. Identify each product by product name and other identifying symbols as set forth in Contract Documents. Product Data: 1. Include only those sheets which are pertinent to the specific product. 2. Annotate each sheet to: a. Clearly identify the specific product or part installed. b. Clearly identify the data applicable to the installation. c. Delete reference to inapplicable information. C. Submittal Data: 1. Include a record copy of the final, approved product submittal. Record copy shall be a clean copy (free of notes from the design professional) which has been updated to reflect the "as -installed" system. D. Drawings: 1. Supplement product data with drawings as necessary to clearly illustrate: a. Relations ofcomponent parts of equipment and systems. b. Control and flow diagrams. SAGE HALL ROOF OPE ' TING AND MAINTEN CE DATA AND DORMERS 01 78 23-2 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York OPE . , SECTION 01 78 23 TING AND MAINTEN CE DATA 2. Coordinate drawings with information on Record Documents to assure correct illustration of completed installation. 3 Do not use Record Documents as maintenance drawings. E. Written text, as required to supplement product data for the particular installation: 1. Organize in a consistent format under separate headings for different procedures. 2. Provide a logical sequence of instructions for each procedure, F. Original copy of each warranty, bond and service contract issued. 1. Provide information sheet for Owner's personnel, give: a. Proper procedures in the event of failure. b. Instances which might affect the validity of warranties or bonds. 1.4 MANUAL FOR MATERIALS AND FINISHES A. Submit electronic .pdf files, upload electronic files to ePM system. B. Content, for architectural products, applied materials and finishes: 1. Manufacturer's data, giving full information on products: a. Catalog number, size, and composition. b. Color and texture designations. c. Information required for reordering special -manufactured products. d. Certification as to asbestos free C. Content, for moisture -protection and weather -exposed products: 1. Manufacturer's data, giving full info illation on products. a. Applicable standards b. Chemical composition c. Details of installation 2. Instructions for inspection, maintenance, and repair. D. Additional requirements for maintenance data: The respective sections of Specifications. SAGE HALL ROOF OPE AND DO ERS 1• TING AND MAINTEN CE DATA 01 78 23-3 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York 1.5 SUBMITTAL REQUIREMENTS OPE . , SECTION 01 78 23 TING AND MAINTENANCE DATA A. Submit through ePM system preliminary draft of proposed formats and outlines of contents thirty (30) calendar days after approved submittals. Submit completed data in final form twenty (20) calendar days prior the Acceptance Phase of the Project. C. Submit specified number of copies of approved data in final form prior to final acceptance. 2.0 PRODUCTS --- NOT USED 3.0 EXECUTION -- NOT USED ** END OF SECTION 01 78 23*** SAGE HALL ROOF AND 1..)0 ERS OPERATING AND MAINTEN CE DATA 01 78 23-4 MAY 9, 2019 CO ' IJNIVERSI°`C Ithaca, e York SECTION 1 78 36 TIESBONDS 1.0 GENE 1.1 DESCRIPTION The Contractor shall: A. Compile specified warranties and bonds. Compile specified service and maintenance contracts. C. Co -execute submittals when so specified. D. Review submittals to verify compliance with Contract Documents. Submit to Architect for transmittal to Owner. 1.2 This Section specifies general administrative and procedural requirements for warranties and bonds required by the Contract Documents, including manufacturers standard warranties on products and special warranties. 1. Refer to the General Conditions workmanship and materials. or terms . of the Contractor's special warranty of General closeout requirements are included in Section 01 77 00 - "Project Closeout." 3. Specific requirements for warranties for the Work and products and installations that are specified to be warranted, are included in the individual Sections of Divisions 2 through 40. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, ''nor does it relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. A. Standard Product Warranties are pre-printed written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. SAGE , L ROOF D DO ERS TIES AND BONDS 1 78 36-1 MAY 9, 2019 CORNELL UNIVERSITY SECTION 178 36 Ithaca, New York. TIES AND BONDS B. Special Warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the Owner 1.4 QUALITY ASSURANCE A. Use adequate care and diligence to review Contract Documents to identify detailed requirements relating to warranties and bonds. B. Verify that each item required for this submittal conforms with specified requirements. 1.5 WARRANTY REQUIREMENTS A. In addition to standard and special warranties described in Divisions `2through 40, Contractor shall warrant Work included in this project, for a minimum period of one (1) year following acceptance of a Certificate of Substantial Completion by Owner, to cover performance, materials, workmanship and compliance with Contract Documents. Corrective Work: Provide service within thirty (30) calendar days when requested by Owner. Perform services during normal working hours, unless specifically directed otherwise by Owner. Coordinate with Owner's representative to schedule performance of corrective work. Where designated service providers cannot perform corrective work within the Owner's required time frame, engage another qualified service provider. Submit a written statement to Owner upon completion of corrective work; document work performed and list outstanding items, if any. le When a completed breakdown of a piece of equipment occurs of the malfunction of a system affects the environment or program involving 50 or more persons at a time (employees and students combined), or creates a safety or security risk to the Owner, an EMERGENCY may be declared by the Owner. The Owner may declare an emergency as defined above at which time the service response must be within 4 hours and may require action during non -normal working hours. When an emergency condition occurs, the Owner may take immediate corrective action to relieve the problem by making, a minimum as possible, temporary adjustments and/or repairs when necessary to decrease the problem until the designated Contractor's representative can respond. These temporary adjustments and repairs will in no way jeopardize the existing warranty. The Owner's service staff will advise the Contractor's Representative of all temporary adjustments and repairs done in relation to the malfunctioning equipment or facility. If the Contractor fails to respond with actual service within four (4) hours, and/or the necessary repairs or adjustments are not satisfactorily complete twenty-four (24) hours, the Owner will have the authority to make the necessary repairs or adjustments and charge the Contractor for parts and labor. If all adjustments and repairs done by the Owner in relation to the above conditions are done by authorized district personnel, there will be no negative effect of future warranty claims. SAGE HALL ROOF D DO ERS TIES D BONDS 01 73-,; MAY 9, 2019 CORNELL, UNIVEKSITY Ithaca, New York WA 1J SECTION 01 78 36 TIES AND BONDS C. Related Damages and Losses: When correcting failed or damaged warranted Work, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. D. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. E. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. F Owner's Recourse: Expressed warranties made to the Owner are in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies. G. Contractor's Procurement Obligations: Do not purchase, subcontract for, or allow others to purchase or subcontract for materials or units of Work for Project where a special project guaranty, specified product warranty, certification, or similar commitment is required until it has been determined that entities required to sign or countersign such commitments are willing to do so. H. Specific Warranty. Where a special warranty, certification, or similar commitment is required on such Work or part of the Work, the Owner reserves the right to refuse to accept the Work until the Contractor presents evidence that entities required to countersign such commitments are willing to do so. 1.6 SUBMITTAL REQUIREMENTS A. Submit written warranties to the Architect prior to the date certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for the Work, or a designated portion of the Work, submit written warranties upon request of the Architect or Owner. 1. When a designated portion of the Work is completed and occupied or used by the Owner, by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect and Owner within fifteen (15) days of completion of that designated portion of the Work. B. When a special warranty is required to be executed by the Contractor, or the Contractor and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner through the Architect for acceptance prior to final execution. SAGE HALL ROOF D DORMERS TIES AND BONDS 01 78 36-3 MAY 9, 2019 COIINtiLL UNIVERSITY Ithaca, New York 1.7 SUBNIITIALS RI„,(1)1,l11011) 11 11 y SECTION 01 78 36 TIES AND BONDS A. Submit warranties, bonds, and service and maintenance contracts as specified in the respective sections of Specifications. Submit a schedule listing all required warranties. 2.0 PRODUCTS NOT USED 3.0 EXECUTION 3.1 FORM OF SUBMITTALS A. The Warranties and Bonds shall be in electronic pdf format. Each submission shall include the title of the Project and the name of the Contractor. Provide a series of files organized in subdirectories with a summary index with hyperlinks to the various documents and or references. C. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers and subcontractors. D. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. 1. Product or work item. 2. Item description. 3, 4, 5. Firm, with name of principal and responsible party, address and telephone number. Scope. Duration. Date of beginning of warranty, bond or service and maintenance contract b. End date of warranty, bond or service and maintenance contract. 8. Provide information for Owner's personnel: Notation of what the equipment serves (e.g. — Provides perimeter heat) Warranty Provider. Is the warranty provided by a manufacturer or installer? Proper procedure in case of failure. b. Instances which might affect the validity of warranty or bond. 9. Contractor, name of responsible principal, address and telephone number. SAGE HALL ROOF AND DO ' ERS TIES AND BONDS 01 78 36-4 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York W TIES D BONDS SECTION 01 78 36 3.2 TIME OF SUBMITTALS A. Make final submittals within ten (10) days after Date of Substantial Completion, prior to final request for payment. B. For items of work when acceptance is delayed materially beyond the Date of Substantial Completion, provide updated submittal within ten (10) days after acceptance, listing the date of acceptance as the start of the warranty period. 3.3 ROOF WA TY PAC GE A. Roof warranties shall explicitly denote the specific roof panel identification number (ROOF ID) for which the warranty applies to. B. Roof panel identification numbers shall be generated in accordance with 01 78 22, FIXED EQUIPMENT INVENTORY. C. Roof warranties shall include a dimensioned roof plan with roof panel identification numbers generated in accordance with 01 78 22, FIXED EQUIPMENT INVENTORY. ***END OF SECTION 01 78 36*** SAGE 11 L ROOF AND DO ERS TIES AND BONDS 01 78 36-5 MAY 9, 2019 CORNELL UNIVERSITY Ithaca, New York SECTION 01 78 39 RECORD DOCUMENTS SECTION 01 78 39 RECO' I DOCUMENTS 1.0 GENE 1,1 DESCRIPTION A. The Contractor shall maintain at the site, during construction, one record copy of: 1. Drawings 2. Specifications 3. Addenda 4. Change Orders and other Modifications to the Contract 5. Architect's Field Orders or written instructions. 6. Final Shop Drawings, Product Data and Samples 7. Field Test records 8. Construction photographs 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store documents and samples in Contractor's field office apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide cabinet or storage space for storage of samples. B. File documents and samples in accordance with Data Filing Format of the Uniform Construction Index, C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for by the Owner's Representative and the Architect. 1.3 RECORDING A. Label each document "AS BUILT" in neat large printed letters. B. Record information concurrently with construction progress. 1. Do not conceal any work until required information is recorded. SAGE HALL ROOF RECORD DOCUMENTS D DO ERS 01 78 394 MAY 9, 2019 COL UNIVERSITY -T N 01 78 39 Ithaca, New York N ,S C. Drawings As built drawings shall consist of making any changes neatly and clearly on the Contract Drawings using colored ink or pencil, shall be kept current by the contractor on a day-to-day basis in concert with the progress of the work. Where applicable, the change marked on a drawing is to carry the notation "per Change Order No. X", or similar reference which cites the reason for the change. As an alternative approach the Contractor can submit a plan for producing the "As -Built" drawings via electronic mark-up in Bluebeam, Adobe Professional, or other similar program as an alternative to colored pencil or ink mark-ups. Such plan shall be subject to approval of the Owner. The day-to-day construction as built drawings shall be made available to the Architect or Owner's Representative for review upon request. The "As built" drawings shall show all changes to the following areas of construction: Architectural: a. Modifications to components dictated by the building code b. Wall, door, window locations c. Built in casework locations d. New rated door and wall schedules/ locations e. Material and products where submittals are requested Civil and Structural Dimensions for load carrying elements, both horizontal and vertical Materials and products where submittals are requested c. Load carrying elements and foundation systems Site related elements including: Building outlines, entranceways, areaways, roof overhangs, downspouts, significant architectural projections and other pertinent data. All significant changes in foundations, columns, beams, openings, ; concrete reinforcing, lintels, concealed anchorages and "knock -out" panels made during construction. Building envelope systems including roofing systems and building shell systems Geotechnical subsurface information h. Items that will require future maintenance Life safety critical ite DOCUMENTS 01 78 39-2 AY 9, 2019 CORNELL UN ERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS 3. Mechanical (HVAC, Plumbing and Fire Protection) a. Products where submittals are requested b. Final locations of all equipment. c. Final sizes and materials of piping and ductwork. d. Final locations of inaccessible piping and ductwork. e. Final locations of all controls equipment, including all sensors and actuators. f. Final locations of all valves and dampers, including all shutoff valves, balance dampers and fire dampers. g. Location of access doors for all equipment in concealed locations. h. Final location and arrangement of all mechanical equipment and concealed gas, sprinkler, domestic, sanitary and drainage systems piping and other plumbing, including, but not limited to, supply and circulating mains, principal valves, meters, clean -outs, drains, pumps and controls, vent stacks, sanitary and storm water drainage. 4. Electrical a. Products where submittals were requested. b. Circuit (wire and raceway) size, number, and type. c. Main circuit pathways for Fire Alarm, Emergency Power, and Access Control/Security systems. d. Final locations of equipment and devices, interior and exterior luminaires, and power supplies. e. Final location of electric signal system panels, final arrangement of all circuits and any significant changes made in electrical signal system design as a result of Change Order or job conditions. 5. Environmental a. Utility related elements and supporting infrastructure b. Storm water maintenance/testing access points c. Location of unusual excavation findings / contaminated soil (i.e. mercury uncovered during excavation, also on-site spills during construction), including quantity excavated/disposed. SAGE HALL ROOF AND DO " ERS RECO '1 DOCUMENTS 01 78 39-3 MAY 9, 2019 CO' ELL IVERSITY Ithaca, New York D. Specifications and Addenda SECTION 01 78 39 RECO • 1 DOCUMENTS Legibly mark each section to record: 1. Manufacturer, trade name, catalog number, and Supplier of each product and item of equipment actually installed. 2. Changes made by Field Order or by Change Order. 1.4 SUBMITTAL A. At Contract close-out, deliver copies of all record documents to the Owner's Representative. B. Accompany submittal with transmittal letter in duplicate, containing: 1. Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each record document 5. Certification that each document is complete and accurate 6. Signature of Contractor or its authorized representative. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 78 39*** SAGE HALL ROOF AND 110 ERS RECORD DOCUMENTS 01 78 39-4 MAY 9, 2019 TECHNICAL SPECIFICATIONS FOR SAGE HALL LOW SLOPE ROOF REPLACEMENT AND INTERIOR FACING DO ER IMPROVEMENTS CORNELL IVERSITY ITHACA, NEW YO Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 061000 - ROUGH AND FINISH C ENTRY P T 1- GENE 1.01 SUMM • A. The work is indicated on the drawings, schedules, and herein and includes but is not necessarily limited to the following: 1. Framing with dimensional lumber, including replacement in kind of deteriorated framing members in the areas of the work 2. Wood grounds, nailers, furring, blocking, and spacers 3. Interior trim for wood windows 4. Modification of interior window stools where indicated on the drawings B. Related work of other sections 1. Wood Windows, Section 085200 2. Wood Siding and Trim, Section 074600 3. Painting, Section 099000 1.02 QUALITY ASSU CE A. Rough carpentry standards: Comply with the following unless otherwise specified or indicated on the Drawings: 1. Lumber: American Softwood Lumber Standard PS 20 by the U.S. Department of Commerce. Comply with applicable provisions for each indicated use. 2. Grading Rules: a. Douglas Fir, Hem -Fir, Idaho White Pine, and other Western Woods: Western Wood Products Association (WWPA) or West Coast Lumber Inspection Bureau (WCLIB). b. Southern Pine: Southern Pine Inspection Bureau (SPIB). c. Spruce -Pine -Fir: National Lumber Grades Authority (NLGA, Canada), or Northeast Lumber Manufacturers Association (NELMA). 3. Preservative Treatment: American Wood Preservers' Association (AWPA) and American Wood Preservers Bureau (AWPB) Standards, quality control methods, and inspection re- quirements. B. Finish carpentry standards: Comply with the following unless otherwise specified or indicated on the Drawings: 1. Comply with the applicable provisions of the "Architectural Woodwork Standards" (First Edition -2009) (AWS) except as otherwise specified herein. References to "Premium", "Custom" and "'Economy" Grades herein, shall be as defined in that Standard. 2. Lumber Standard: AWS Section 3, Custom Grade 3. Employ tradesmen experienced in fabrication and installation of finish carpentry. 1.03 DELIVERY, STO . , GE, D H DLING A. Keep carpentry materials dry during delivery, storage and handling. Store lumber in stacks with provisions for air circulation within the stacks. Protect bottom of stacks against contact with damp surfaces. Protect exposed materials against weather. B. Store materials for finish carpentry only in areas where the where specified moisture content in the wood can be maintained with a tolerance of plus or minus 5%. 061000-1 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 061000 - ROUGH AND FINISH C C. Keep all materials clearly identified with grade marks legible. 1.04 JOB CONDITIONS P A. Field verify all existing dimensions and conditions to which new carpentry will be fitted. No allowance will be made for materials that do not fit accurately or dimensions of members that do not match existing where matching is indicated or required for proper fit of the work. Spacers, shims or added trim are not permitted in carpentry exposed to view. B. Correlate location of furring, nailers, blocking and grounds and similar supports so that attached work will comply with design standards. T 2- PRODUCTS 2.01 GENE . , L A. Lumber moisture content: 1. General: Kiln -dried to 15% maximum moisture content for concealed lumber not specified to receive wood preservative treatment. . Interior: Kiln -dried to 12% average moisture content for interior finish carpentry B. Sizes and profiles: 1. Where nominal sizes are iridicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are dressed sizes for dry kunber. 2. Where "to match e,risting" is required actual dimensions and profile of existing boards and trim members are to be provided. Non-Linal sizes arid thicknesses are not pe mi 2.02 MING • D MISCELL EI31.1S LIJMBE12. A. Framing lumber: Douglas Fir or Hern-Fir, Southern Pine or Sprirce-Pine-Fir 1. Light framing, 2" through 4" thick, less than 6" wide, provide Standard and I3etter grade, ex cept Stud grade for stud framing 2. Structural frairring, 2" through 4" thick, 6" and wider, provide No. 2 grade B. Miscellaneous lumber for blocking, nailers and furring: 1. Standard grade, No. 3 grade, or better grade of the fallowing species unless otherwise indi cated: Douglas Fir, Hem -Fir, Idaho White Pine, Southern Pine, or Sprirce-Pirie-Fir. 2. For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate lmots and other defects that will interfere with attachment of other work. 2.03 INTERIOR TRIM A. Interior woodwork for painted finish: AWS Custom grade, plain sawn solid wood, White Birch unless otherwise indicated on the drawings 061000-2 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 061000 - ROUGH AND FINISH C ' IENTRY 2.04 FASTENERS A. Select and furnish items of type, size, style, grade, and class as required for the installation of the Work as specified, or if not specified in accordance with the specified standards that govern the work. Items shall be stainless steel for exterior locations. Unless otherwise shown or specified, comply with: 1. Nails and Staples: FS FF -N-105. 2. Wood Screws: FS FF -S-111. P '_T 3 EXECUTION 3.01 REMOVALS & PREP' 'TION A. Execute demolition and removals carefully to minimize damage to existing historic building fabric. Provide all temporary shoring and protection required to prevent damage to existing construction that is to remain. The Contractor will be held responsible for the restoration, to the Architect's satisfaction and at no additional cost to the Owner, of any existing building fabric that is removed or damaged unnecessarily. 1. Limit removals and cutting to the smallest amount necessary for proper installation of the Work, unless otherwise indicated on the drawings. 2. Existing structural members, unless specifically indicated, shall not be cut without prior approval of the Architect. Provide temporary shoring of existing structure during replacement or partial replacement of structural framing 3. Patching to match existing, or patching to existing material, shall mean provide new material that matches the existing in dimensions, profile, finish appearance & species or composition where applicable. Patching shall be level with adjacent existing surface and fit snugly without trim or filler. B. Verification of Conditions: Field verify all dimensions and existing conditions for proper fit of replacement wood and carpentry work to existing conditions. 1. If unforeseen obstructions or conditions are encountered communicate with the Architect before proceeding with the Work. C. Examine substrate conditions and surfaces upon which work is to be installed. Do not proceed with finish work until all surfaces are dry, free of debris and protruding nails and other unsatisfactory substrate conditions are corrected. 3.02 INSTALLATION, GENE ' L A. Wood members and fabrications specified "to match existing" shall exactly match existing di- mensions, profiles and surfacing of members being replaced. Approximate sizes and profiles are not acceptable. 1 For replacement of decayed or damaged wood, replace the complete member: B. Sort and select lumber so that natural characteristics will not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint 061000-3 Sage all Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 061000 - ROUGH AND FINISH C 'ENTRY arrangement. Discard units of material that are unsound, warped, bowed, twisted, improperly treated, or not adequately seasoned. C. Cut wood items to fit unless specified to be shop -fabricated, or shop -cut to exact size. Scribe and cut for accurate fit where work abuts other finish Work. Fit joints neatly and accurately with ad- joining surfaces in same plane where applicable. D. Set carpentry work to required or existing levels and lines, with members plumb, true to line, cut, and fitted. Securely attach carpentry work to substrates by anchoring and fastening as shown and as required by recognized standards. Provide and locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction and as required to support facing materials, and trim. 1. Where existing framing members are not entirely plumb or level, install new or replacement members to fit existing conditions E. Wood Framing: Install in accordance with applicable provisions of the AFPA "Manual for Wood Frame Construction", unless otherwise indicated. 1. Do not splice structural members between supports. F. Fastening: 1. Drill holes for fasteners to be installed within two inches of end joints of board lumber to prevent splitting. 2. Use blind nailing or countersink nail/screw heads in all work exposed to view. Fill nail/screw holes with wood putty and sand. G. Wall framing: 1. Provide single bottom plate and double top plates using members of 2 -inch nominal thickness whose widths equal that of studs 2. Construct corners and intersections with three or more studs. 3. Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Support headers on jamb studs. H. Wood grounds, nailers, furring and blocking: Provide wherever shown and where required for screeding or attachment of other work. ®3 INSTALLATION, TRIM & FINISH CARPENTRY A. Condition the new interior wood to average prevailing humidity conditions prior to fitting and installing. n installation areas B. Neatly cut back interior wood window stools where indicated on the drawings prior to installation of new windows. Sand and prime cut edge. C. Provide new interior trim at jambs and heads of all windows, sizes and profiles as indicated on the drawings. Neatly cope trim to existing walls and ceiling. Tightly butt joint jamb trim to under side of head trim. Use only full-length member for each trim piece, with no other joints. 061000-4 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 061000 - ROUGH AND FINISH C 3.04 FINISHING • I ENTRY A. Repair damaged and defective finish carpentry wherever possible to eliminate defects functional- ly and visually; where not possible to repair properly, replace woodwork. B. Clean woodwork and fill nail holes in preparation for specified painting. C. Repair any damage to existing wood window stools from window and/or trim work. Fill any gouges or dents with wood putty, sand and prime, ready for finish painting per Painting, Section 09000. D. Repair any damage to existing I • sum wall board ceilings or walls from window and/or trim work. Sand and prime replaced or patched GWB, ready for finish painting per Painting, Section 09000. END OF SECTION 061000-5 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvemen SECTION 070130 - SLATE ROOFING PART1 GENE 1.01 DESCRIPTION OF WO s A. Removal and reinstallation of existing slate roofing as indicated on the drawings and specified herein: 1. Removal and salvage of existing slate from mansard and dormer roofs 2. Furnishing new slate as needed 3. Reinstalling slate roofing 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Sheet Metal Roofing & Flashing: Section 076000. B. Joint Sealers: Section 079200. 1.03 SUBMITTALS A. Product data: submit for each type of roof system product including, as applicable, manufacturer, catalog cuts, model number, materials, dimensions, and certificate of grading. B. Samples: 1. Two full size samples of new slate Two full size samples of existing slate for size,` thickness, and color C. Quality Control Submittals: 1. Applicators Certification: a. Submit a letter certifying that the person supervising the Work of this Section has at least 5 years experience installing slate roofing. Submit a letter certifying that the workers installing the slate roofing has had at least 3 years experience in the application of slate roofing. b. 1.04 QUALITY ASSU' ' CE A. Standards: 1. "The National Roofing Contractors Assoc. Steep Roofing 2. "Slate Roofs", National Slate Association. B. Applicator's Qualifications: 1. The person supervising the Work of this Section shall have at least five years of experience in the application of slate roofing. 2. The workers installing the slate roofing shall have at least three years of experience in the application of slate roofing. 1.05 JOB CONDITIONS 070130 - 1 1/27112 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 070130 - SLATE ROOFING A. Workers should wear soft -soled shoes while standing on slate roofs. Drive slater's stakes only into scaffold, not into roof deck. B. Install roofing underlayrnent and slates only under weather conditions recommended by manufacturers. C. Do not install underlayment on wet or frozen decking and do not install slates over ice on substrate. 1.06 DELIVERY, STO GE, D HANDLING A. Deliver materials in manufacturers' unopened containers and store inside or covered to protect from weather. Store rolled goods on end. B. Stack new slates off the ground and in accordance with the N procedure for piling slate. PART 2 PRODUCTS 2.01 MATERIALS Steep Roofing Manual A. Underlayment: 1. Asphalt saturated and coated organic felt, min. weight 301bs/square, ASTM D266 2. Rosin paper separator sheet between felt underlayment and copper or coated copper flashing 3. Ice and Water Shield: High Temperature Ice and Water Shield: Grace Ultra, W.R. Grace & Co. -Conn., 62 Whittemore Avenue, Cambridge, MA 02140 B. New Slate 1. Color: to match existing 2. Thickness: 1/4", handsplit, natural texture 3. Sizes & shapes: to match existing (18" length) 4. Grade: S-1 5. Defects: a. Slate shall be free from ribbons b. Face dimensions shall not vary more than 1/8" from specified. c. Slates having knots or knurls which project less than 1/16" beyond the split surface are allowable. d. Curvature of slates shall not exceed 1/8" in 12". Curved slate shall be sheared and punched to permit it to be laid convex side up. e. Broken, cracked, or chipped slates are not allowed. 6. Holes: a. Two holes per slate, machine punched and countersunk, 1 1/4" to 2" from edges of the slate and 1/4 to 1/3 the length of the slate from the upper end. b. Hand punching of holes on site is permitted only as required for hips and other trimmed slates, or for salvage slates c. Drilled holes are not acceptable 7. Acceptable Manufacturers: 070130 2 1/27/12 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 070130 - SLATE ROOFING'' a. EverGreen Slate Company, Inc., PO Box 248, Granville, New York, 12832, Ph. 1 -866 -USA -SLATE b. The New England Slate Company, 363 VT Route 30 South, Poultney, Vermont 05764, Ph. 1-888-637-5283 c. Products of other manufacturers that conform in every respect to the specifications may be submitted for review as a proposed substitution. C. Nails: Hard copper slating nails, No. 10 stubbs gauge, length as required to penetrate 7/8" into the wood deck. P T 3 EXECUTION 3.01 PREP = ` TION A. Remove existing slate and incorporated flashings in the areas indicated on the drawings and as follows: 1. Dormer roofs: Remove all existing slate roofing and flashings down to the roof deck. Do not remove mansard roof transition cap at the top of the dormer roof. 2. Mansard roofs: Remove slate, down to the roof deck, only to the extent required to install new base flashing system, using the pyramid method. Remove the lowest row of slate, then sections of slate (3 slates, 2 slates, 1 slate) in subsequent rows to create pyramidal areas where slate is removed and inverted pyramids where slate is retained. Retain existing base flashings along dormer sidewalls. B. Salvage sound slate for reinstallation. Discard broken or unsound slates (that do not ring). Stack salvaged slate on pallets and remove from the work area for safe storage. " Sound salvaged slate shall be reused in the work under this section in the same areas from which it was removed and the greatest extent available. Incorporate new slate if needed in the lowest (starter) row. B. Clean and dry all substrates before installing the Work of this Section & related flashing. C. Roof contractor shall examine roof decks for deterioration and document areas and quantities which require replacement. Roofing contractor shall obtain concurrence of the Genera Contractor and the Architect as to the extent of replacement prior to proceeding. 1. In general, wood deck boards, or sections of boards, which are missing, broken, split lengthwise, rotted or "punky" should be replaced. 2. Plywood deck should be replaced regardless of condition D. Secure loose or warped wood boards with nails. Set all protruding nails flush with boards, E. Fill knotholes or minor voids in decking or sheathing. Clean existing substrate of any projections and substances detrimental to installation of roofing membrane. F. Coordinate installation of roofing with deck repairs, flashing, roof penetrations, and work adjoining roof to ensure proper sequence of installation. 3.02 INSTALLATION 070130-3 1/27/12 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 070130 - SLATE ROOFING A. General: comply with manufacturer's written instructions and recommendations and with the referenced standards installation of slate roofing and slate siding. B. Ice and Water Shield: 1. Install membrane directly on clean, dry, continuous structural deck per manufacturer 's instructions. C. Underlayment: 1. Install felt underlayment over ice and water shield. 2. Install from the low point to the high point of the roof lapping edges min. 3". 3. Lap min. 2" under valleys and flashing and seal edges with manufacturer approved mastic. 4. Install rosin paper slip sheet under flashings Slate: 1. Lay slates to match existing pattern, and as follows: a. Mansard roofs: exposure to match existing b. Dornier roofs: 7" exposure 2. Double slate at eaves, it projection from edge of eave molding. Provide copper cants at eaves. 1Dorible nail eave slates. . Do not nail slates tightly. If pneumatic nailers are used, use caution and set nailers to prOper depth for slate. 4. Install nails in slates that overlap flashing so as to avoid puncturing flashing. 5. Top course installation: a. Dormer roofs: Use exposed nails in top course, positioned so as to be covered by the . . . . metal roof transition cap. Bend up tramition cap as requilied to install slate, set nail heads in elastic cement, and bend cap back down. b. lYlansard roofs: Slide top slate into place and hold in position by one nail inserted through the vertical joint between the slates in the existing cour-se above and approximately one inch laelow the bottom of edge of the slate two courses above the new slate. Friction fit a piece of 3" wide x 8" long copper (a "bib") lengthwise all the way under the joint between the two slates directly above the neiiv slate and oVer the positioning nail. Bibs should only 13e used to install the top course. 6. Upon completion slate nrust be sound, whole, and clean. 7. Seal all joints at roof penetrations. 8. \Weave base flashing minimum of 4" into slate 3.03 CLE ING A. Clean debris from finished roofs. B. Remove from site all materials discarded from roofing operations, including containers. END OF SECTION 070130 - 4 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 070130 - SLATE ROOFING 070130 - 5 1/27/12 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 074600 - WOOD SIDING AND TRIM PART 1 - GENE 1.01 DESCRIPTION OF WO A. Extent of the work is shown on the drawings and includes: 1. Wood siding for dormers 2. Exterior wood trim 1.02 RELATED WO A. Related work specified elsewhere: 1. Rough Carpentry, Section 061000 2. Wood Windows, Section 085200 3. Painting, Section 099000 1.03 SUBMITTALS A. Product Data: manufacturer's or supplier's product data for all products specified B. Samples: 2 samples each type or profile of board, 2'-0" length C. Mock up: provide one full size mock up of wood siding and trim in conjunction with wood window mock-up specified in Section 085200. Include profiled jamb trim to match a template made of the historic window trim on the building. "Similar" manufactured profile is not acceptable 1.04 QUALITY ASSU A. Material Certification: All wood shall bear mill stamp, certifying type, grade as applicable, and grading agency. B. Sustainability: All wood shall have FSC (Forest Stewardship Council) certification or an alternative certification acceptable to the architect and owner, demonstrating it was produced under sustainable forest management and certifying its chain of custody. 1.05 DELIVERY, STO GE, A. Keep materials dry during delivery. Store materials 6 inches minimum above ground surface. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber, and provide air circulation between stacks. B. Cover stored materials until ready for use for protection from moisture. Place and anchor covering in a manner that will assure good ventilation under the covering. 1.06 PROJECT CONDITIONS 074600 - 1 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 074600 - WOOD SIDING AND TRIM P A. Correlate location of supporting members to allow proper attachment of the work. Notify the architect of any inadequate or deteriorated conditions in existing framing to which the work will be attached. Do not install siding or trim until such conditions are corrected. B. Field verify all existing dimensions and conditions with which siding and trim work must be joined or coordinated. Cutting and sizing of members shall not be based on typical or average dimensions or conditions. Siding and trim shall fit snugly in each location without the use of shims or fillers. T 2- PRODUCTS 2.01 MATERIALS A. Wood boards for trim, siding, and sills: 1. Solid lumber, quarter sawn 2. Sizes and Profiles: as indicated on the drawings. 3. Thickness: from 4/4 to 8/4 as indicated on the drawings 4. Smooth surface 5. Maximum moisture content: 15% B. Wood Species: Honduras Mahogany (Swietenia Macrophylla) or can Ivorensis) 1. Grade for siding: Mininum 80% clear one face 2. Grade for trim and moldings: 100% clear one face over the length of in 3. Use same species for all siding and trim ahogany (Kyaya alled boards. C. Ice and Water Shield: Grace Ultra, W.R. Grace & Co. — Conn., 62 Whittemore Ave, Cambridge MA 02140. Fasteners: 1. Nls: (10d) 316 stainless steel nails, lengths as required to penetrate supporting "members minimum of 1 1/2". (8d) may be used if ring or spiral shank. 2. Bolts & miscellaneous fasteners: hot dipped zinc coated, sizes & types as shown or recommended for particular application. 2.02 FABRICATION A. Siding and trim work shall be fabricated and installed with boards the full length or height required for each member. 1. Siding boards shall be selected from widest boards available to minimize the riurnber of joints between boards, but shall be a minimum of 6" wide. 2. Width and thickness of trim boards shall be as indicated on the drawings B. Fabricate the following in the shop: 1. Custom profiles for members, including trim members 2. Tongue-qnd-groove joints for siding boards C. Shop prime all boards before delivery to the site, including back priming 074600 - 2 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 074600 - WOOD SIDING AND TRIM P T 3- EXECUTION 3.01 REMOVALS D PREPA TION A. Remove siding and trim boards on the dormers indicated for replacement on the drawings. Remove all plywood material, exposed or concealed. Do not remove metal flashings, 'sum board sheathing or any framing members. B. Do not proceed with application of siding or trim until all substrates are dry, free of all debris and protruding nails, and properly supported for siding nailing and application 1. Provide horizontal 1 x 2 furring over existing ssum sheathing C. Install ice and water shield where indicated on the drawings prior to siding installation 3.02 INSTALLATION A. General: Conform to the standards for carpentry execution as specified in Rough and Finished Carpentry, Section 061000, Part 3 - Execution B. Installing siding: 1. Use only full-length boards. 2. Snugly fit tongue -and -groove siding boards. Square cut ends of boards to finished length. 3. Provide nailing spacing and pattern as recommended by WWPA for the type of siding. Nails shall penetrate solid lumber sheathing or studs min. 1 1/2"and solid lumber furring by 3/4" 5. Set and fill nail holes with exterior grade wood putty, matching siding and suitable for paint finish. C. Installing flat trim and profiled trim (moldings): 1. Use full-length board for each piece of trim. 2. Square cut ends of boards to finished length. 3. Apply a continuous bead of caulk to the perimeter of the backside of each trim piece before nailing 4. Nail with 2 nails side by side, min. 2 1/2" — 3" apart for boards up to 6" wide; min. 3 nails for boards over 6" wide and up to 10" wide. 5. Nail within 1 1/2" — 2" of all board ends. 6. Nails shall penetrate solid lumber minimum of 1 1/2" 7. Set and fill nail holes with exterior grade wood putty, matching siding and suitable for paint finish. D. Prime field cuts the same day as boards are installed. END OF SECTION 074600 - 3 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 075216 - MEMB PART 1 GENE 1.01 DESCRIPTION OF WO NE ROOFING SYSTEMS A. Extent of the work is shown on the drawings and includes: 1. Styrene -Butadiene -Styrene (SBS) modified bituminous membrane roofing. 2. Catalyzed polymethacrylate liquid resin flashings 3. Cold -fluid -applied polyurethane roofing/waterproofing system 4. Cold -fluid -applied polyurethane flashings 5. Rigid insulation 6. Cover boards 7. Vapor retarder 8. Reconnection of roof drains B. Related Work: The following items are not included in this Section and are specified under the designated Sections: 1. Section 061000 — Rough and Finish Carpentry 2. Section 076000 — Sheet Metal Flashing & Fabrications 1.02 REFERENCES A. American Society for Testing and Materials (ASTM) D6222 Type I, Grade G - Standard Specification for Atactic Polypropylene (APP) Modified Bituminous Sheet Materials Using a Combination of Polyester Reinforcement B. ASTM - D6509 — Standard Specification for Atactic Polypropylene (APP) Modified Bituminous Base Sheet Materials Using Glass Fiber Reinforcements C. National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual. D. ACI -308 - Recommended Practice for Curing Concrete E. ASTM - D638 - Test Methods for Tensile Properties of Plastics F. ASTM - D4258 - Standard Practice for Surface Cleaning Concrete for Coatings G. ASTM - D4259 - Standard Practice for Abrading Concrete H. ASTM - D4541 - Method for Pull -Off Strength of Coatings using Portable Adhesion Tester I. ASTM E96(A) - Test Methods of Moisture Transinission of Material J. ASTM E-108, ANSI/UL 790 for fire resistance. K. International Concrete Repair Institute Guideline 03732 Concre e Surface Preparation L. Steel Structures Painting Council (SSPC) 075216-1 M. ANSI/SPRI — ES -1 Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems 1.03 SUBMITTALS A. Membrane System Product Data: Provide current standard printed product literature indicating characteristics of membrane materials, flashing materials, components, and accessories product specification and installation. B. Submit a letter from the roofing manufacturer indicating the contractor is an authorized applicator. C. Product Samples: Submit product samples of membrane and flashing materials showing color, texture, thickness and surfacing representative of the proposed system for review and approval by the Owners Representative E. Submit sample copies of both the Manufacturer and Applicator warranties for the periods stipulated. Each specimen must be a preprinted representative sample of the issuing company's standard warranty for the system specified. F. Submit copies of current Material Safety Data Sheets (MSDS) for all components o the work. G. FM Global Compliance: Certification that the roofing/waterproofing membrane meets FM Global Approval Standard 4470 for Class I roof covers, on non-combustible substrates, with a Class 1 documented wind uplift rating meeting the design requirements of 90mph, 3 -second wind gust, surface roughness exposure B for the project, a hail rating of SH and an ASTM E- 108-00 Class A approval at a slope of 1 in 12. 1. Submit FM Global checklist form 2288 H. VOC Certification: Manufacturer's certification that all roofing/waterproofing system products meet current Volatile Organic Compound (VOC) regulations as established by New York State, and stating total VOC content, in grams per liter, for all system components (i.e. primers, adhesives, coatings, etc.). L Membrane Shop Drawings: Submit shop drawings of cold -applied two-ply modified bitumen roofing membrane with cold fluid -applied reinforced polyurethane flashings showing all a project plan, size, flashing details, and attachment for review and approval by the Owners Representative and Membrane Manufacturer, 1. Submit layout for the sections of tapered insulation J. Mock up: Following review of Shop Drawings, Product Data and Samples, install minimum of 700 SF of roofing for approval by the University Architect, owner's Project Manager and the Architect. Approved mock-up will remain as part of the work. Southwest Mansard is preapproved for mock up. 075216-2 1.04 QUALITY ASSU' ' CE A. Roofing assemblies shall meet FM Global Standard 4470 for Class I roof covers, on non- combustible substrates, with a Class 1 documented wind uplift rating meeting the design requirements of 90mph, 3 -second wind gust, surface roughness exposure B for the project, a hail rating of SH and an ASTM E-108-00 Class A approval at a slope of 1 in 12. B. Manufacturer's qualifications: the manufacturer shall have been actively marketing the specified roof system for a minimum of 15 years. C. Contractor shall be authorized by the manufacturer to install specified materials prior to the bidding period through satisfactory project completion.' D. The installer shall have previously installed at least 5 of the specified roofing systems for which the manufacturer's warranty was issued. 1. Workers: The supervisor or crew chief and at least one other member of the roofing crew shall have installed at least 5 of the specified roofing systems and shall be thoroughly familiar with all aspects of the installation. 1.05 PRE4NSTALLATION CONFERENCE A. Prior to scheduled commencement of the roofing installation and associated work, conduct a meeting at the project site with the installer, owner's Project Manager, Architect, and manufacturer's representative. The Installer shall record conference discussions and to include decisions and agreements reached (or disagreements), and furnish copies of recorded discussions to each attending party. The main purpose of this meeting is to review foreseeable methods and procedures related to the Work. 1.06 DELIVERY, STO GE, D PROTECTION A. Refer to each product data sheet or other published literature for specific requirements. 13. Deliver materials and store them in their unopened, original packaging, bearing the manufacturer's name, related standards, and any other specification or reference accepted as standard. Store all pail goods in' their original undamaged containers' in a clean, dry location within their specified temperature range. C. Protect and store materials in a dry, well -vented, and weatherproof location. Only materials to be used the same day shall be removed from this location. During cold weather, store materials in a heated location, removed only as needed for immediate use. Do not expose materials to moisture in any form before, during, or after delivery to the site. Reject delivery of materials that show evidence of contact with moisture. D. When materials are to be stored outdoors, store away from standing water, stacked on raised pallets or dunnage, at least 4 in or more above ground level. Carefully cover storage with "breathable" tarpaulins to protect materials from precipitation and to prevent exposure to condensation. E. Carefully store roof membrane materials delivered in rolls on -end with selvage edges up. Store and protect roll storage to prevent damage. 075216-3 F. Properly dispose of all product wrappers, pallets, cardboard tubes, scrap, waste, and debris. All damaged materials shall be removed from job site and replaced with new, suitable materials. 1.07 SITE CONDITIONS A. The contractor shall refer to product Safety Data Sheets, (SDS) for health, safety, and environment related hazards, and take all necessary measures and precautions to comply with exposure requirements. B. The contractor shall determine when and where conditions are appropriate to utilize heat - welding equipment, when and where conditions are appropriate to utilize the specified liquid- applied, or semi-solid roofing materials,; and conditions are appropriate to utilize hot asphalt applied materials. When conditions are determined by the contractor to be unsafe to proceed, equivalent SBS -modified bitumen materials and methods shall be utilized to accommodate requirements and conditions. C. Monitor substrate temperature and material temperature, as well as all environmental conditions such as ambient temperature, moisture, sun, cloud cover, wind, humidity, and shade. Ensure conditions are satisfactory to begin work in accordance with the manufacturer's standards and recommendations and ensure conditions remain satisfactory during the installation of specified materials. A. Warranty: Provide manufacturer's standard system warranty for a minimum of 20 years. Materials warranty shall be for a minimum of one year starting at the date of Substantial Completion. System warranty shall be for the following duration in accordance with specified system. B. The contractor shall guarantee the workntanship and shall provide the owner with the contractor's warranty covering workmanship for a period of 5 years from completion date. Submit (2) executed copies of both the manufacturer and contractor's guarantee for the periods stipulated, starting from the date of substantial completion. Each warranty mus be signed by an authorized representative of the issuing company. A. Single SourceManufacturer: Each complete membrane roofing syste flashing sheets, shall be manufactured by a single supplier. Acceptable Manufacturers: 1. SBS modified bitumen embrane: SC}PR MA, located at: 310 Quad al Dr., Wadsworth, OH 44281; Tel: 800-356-3521; Tel: 330-334-0066 Website: t N v' Architect approved equal embrane and 2. Cold -fluid -applied polyurethane roofing: Sika Corporation, 201 Polito Avenue, Lyndhurst NJ 07071. Toll Free 800-933-SIKA (7452),<v. , or Architect approved equal 2.02 MODIFIED BITUMEN MEMS' '`E ROOFING A. Roof assembly shall be compliant with FM Global Nav#: 379588-80717-0 B. Interply, heat -welded: SOPREMA SOPRALENE FLAM 180: SBS -modified bitumen membrane with plastic burn -off film on top and bottom surfaces. Non -woven polyester reinforcement. Meets or exceeds ASTM D6164, T e I, Grade S, per ASTM D5147 test methods: 1. Thickness: 118 mils 2. Color: to be selected from the manufacturer's standard colors C. Self-adhesive flashing base ply: SOPREMA SOPRALENE STICK: SBS -modified bitumen, self-adhesive membrane with release film on the bottom surface and a sanded top surface. Non -woven polyester reinforced. Meets or exceeds ASTM D6164, Type I, Grade S, per ASTM D5147 test methods 1. , Thickness: 98 mils D. Heat -welded cap sheet: SOPREMA SOPRALENE FLAM 180 FR GR: SBS -modified bitumen membrane Cap Sheet with a burn -off film bottom surface and mineral granule top surface. Non -woven polyester reinforced. UL Class A for specified roof slope requirements. Meets or exceeds ASTM D6164, Type I, Grade G, per ASTM D5147 test methods: 1. Thickness: 157 mils 2.03 E. Liquid -applied flashing cap: SOPREMA SOPREMA ALSAN RS 260 LO (Low Odor) FLASH: Catalyzed polymethacrylate (PMA) liquid resin with polyester reinforcing fleece fabric fully embedded into the resin to form fully -reinforced waterproofing membrane flashings. All LIQUID -APPLIED flashing shall be manufactured by the single -sourced membrane supplier. 1. No VOC Content. 2. SOPREMA SOPREMA ALSAN RS 260 LO FLASH: Polymethacrylate (PMA) Low Odor liquid resin. 3. SOPREMA ALSAN RS CATALYST POWDER: Reactive agent added to the liquid resin to induce polymerization. 4. SOPREMA ALSAN RS FLEECE: Polyester reinforcement fabric. 5. Color: Flash color and finish to match roof membrane. MODIFIED BITUMEN MEMSE ROOFING—'ACCESSORIES A. Primer: SOPREMA ELASTOCOL 350 Primer: Polymer emulsion primer, meeting low VOC requirements for the preparation of membrane substrates for hot asphalt, torch and SOPREMA COLPLY and SOPREMA COLPLY MODIFIED adhesive and flashing cement applications. 075216-5 B. Sealant: SOPREMA SOP': • ASTIC SP1: General purpose, paintable, gun -grade, elastomeric, polyether moisture curing sealant for sealing SBS membrane terminations, Kynar 500 PVDF, horizontal and vertical construction joints. 1. VOC Content: 20 g/L or less. 2. Meets or exceeds ASTM C920, T e' S, Grade NS, Class 50. 3. Standard color. C. Vapor Retarder/Air Barrier: SOPREMA SOPRAVAP'R: SBS -modified bitumen self -adhered vapor retarder, air barrier membrane with release film on the bottom surface and a tri- laminate woven polyethylene film top surface reinforcement. 1. Thickness: 31.5 mils 2.04 FLUID -APPLIED MEMB E ROOFING A. Roof assembly shall be compliant with FM Global Nav#: 392360-392351-0 B. Fluid -Applied Membrane System: Sikalastic RoofPro 25, Sika Reemat Premium: 1.Base Layer: Sikalastic 641 Lo-VOC, 50 mils wet film thickness, 32 sf/gal coverage rate approx. 2. Top Layer#1: Sikalastic 641 Lo-VOC, 23 mils wet film thickness; 69 sf/gal coverage rate approx. 3. Top Layer #2: Sikalastic 641 Lo-VOC, 23 mils wet film thickness; 69 sf/gal coverage rate approx. Color: to be selected from the anufacturer's standard colors C. Base embedment coat with Reemat reinforcement shall be Sikalastic 641 Lo-VOC by Sika Corp, a single component, cold, fluid applied, moisture triggered, aliphatic, polyurethane base coat membrane. D. Top coat with both Reemat reinforcement shall be Sikalastic 641 Lo-VOC by Sika Corp, a single component, cold, fluid applied, moisture triggered, aliphatic, polyurethane top coat membrane. E. Base coat and top coat membranes shall be low in VOC's, and be a one component elastomeric polyurethane membrane that may be brush or roller applied. Membrane shall have the following physical properties and conforms to ASTM D7311-07: Standard Specification for Liquid Applied, Single Component, Moisture -Triggered, Aliphatic Polyurethanes used in Roofing. F. Reinforcement for the roofing/waterproofing membrane system shall be Sika Reemat by Sika Corp, a conformable, random strand fiberglass mat specifically designed to provide greater impact resistance and greater resistance to excessive thermal and structural movement while maintaining elasticity and membrane film integrity. G. Supplemental reinforcement of the roofing/waterproofing membrane system shall be Sika Flexitape Heavy by Sika Corp, a nylon mesh specifically designed for local reinforcement of the roofing/waterproofing membrane at structural cracks, expansion joints and transitions between dissimilar materials, 075216-6 2.05 FLUID -APPLIED MEMB E ROOFING — ACCESSORIES A. Sealant for fillet bead applications and membrane penetrations shall be SikaflexID 11FC by Sika Corp., a one part polyurethane sealant suitable for fillet bead transition compound to be applied prior to the installation of the membrane system at changes in substrate direction, sealing reglet terminations, cracks in the substrate and penetrations of the roof /waterproofing system. B. Exposed finish sealant shall be Sikaflex Hyflex 150 LM by Sika Corp., a one part low modules hybrid sealant suitable for finishing terminations at saw cuts and all UV exposed sealant terminations. Also suitable for fillet bead transition, changes in substrate direct, cracks in the substrate and penetrations of the roof before installation of the RoofPro membrane system. C. Water based primer for roof cover boards shall be Sika Bonding Primer by Sika Corp., a fast - drying, two -component, water-based, adducted polyamide epoxy primer. D. Metal primer shall be Sikalastic EP Primer/Sealer by Sika Corp., a two -component, cyclo- aliphatic, amine cured material with a high level of corrosion resistance for metal, modified bitumen surfaces, and chemically treated wood. E. Vapor Barrier: Self -adhering polyethylene vapor barrier with rubberized SBS adhesive backing and silicone release film. System shall include a primer recommended for the intended deck substrate. Vapor barrier shall be SamaVap SA, by Sika. 2.06 COVER BO D/THE A BA ' ' ER A. Cover boads: 1. Gypsum Roof Board, USG Secumck: Gypsum fiber reinforced roof board, Thickness: 1/2", Dimensions: 4 x 4 foot boards, eets or exceeds ASTM C1278 or architect approved equal Glass-faced/treated •sum core, moisture resistant cam board/thermal barrier, min. 1/2" thick, intended for use as a thermal barrier directly to the stmctural wood or steel deck Cover board shall be Dens -Deck rime by Georgia-Pacific Corp. or architect approved equal 2. B. Fasteners: 1. Fastening into steel roof deck Membrane manufacturer and Factory Mutual approved, hardened, self -tapping, anti backout, Phillips pan head screws with round, square or hexagonal steel stress plates. Plate size as recommended by the membrane manufacturer Minimum penetration 1/2 inch, minimum pull out resistance from deck 400 pounds unless specified otherwise by the membrane manufacturer. 2. Fastening to masonry Membrane manufacturer and Factory Mutual approved, hardened, self -tapping, anti -backout, Phillips pan head screws with round, square or hexagonal steel stress plates; or hammer driven spikes with deformed shanks and round, square, or hexagonal steel stress plates. Plate size as recommended by the membrane manufacturer, Minimum penetration 1-1/4 inch, minimum pull out resistance 400 pounds unless specified otherwise by the membrane manufacturer. 075216-7 3. Cover boards over insulation shall be fully adhered 2.07 POLYISOCY U ' TE FOAM INSULATION P , . A. Fiber -reinforced faced polyisocyanurate foam insulation, either flat stock or tapered, meefing the requirements of ASTM C1289 Type II, Class 1 Grade 2 (20 psi) or Grade 3 (25 psi). Insulation shall be Sorm-ISO, by Sopreiria, H-SIfield by tinter Panels, Inc., or AC Foam III by Atlas Roofing Corp. or Architect approved eqtial. 1. Thickness: 1 1/2" minimum board thickness. 2. Tapered insulation to provide a m'nim um 1/4":12" slope. B. Polyurethane foam insulation adhesive: Two -component, polyurethane foam insulation adhesive, applied in ribbons from cartridges or two -component bulgirig with pump - driven delivery system. 1. Ribbon size: 1/2 in to 3/4 in wide. 2. Ribbon spacing: As remfired to meet specified wind uplift resistance performance. 3. Manufacturer: Duotack 365 by Soprema or Architect approved equal. T 3 EXECUTION 3.01 E MINATION A. The contractor shall examine all roofing substrates including, but not limited to: insulation materials, roof decks, walls, curbs, rooftop equipment, fixtures, and wood blocking, Notify Architect in writing of any discrepancies. B. The applicator shall not begin installation until conditions have been properly examined and determined to be sound, clean, dry, free of oil, grease, dirt, excess mortar or other contaminants and, otherwise satisfactory to receive specified roofing materials. C. During the application of specified materials, the applicator shall continue to examine all project conditions to ensure conditions remain satisfactory to complete the specified roofing system. 3.02 PREPA " TION — GENE . , L A. Before commencing work each day, the contractor shall prepare all roofing substrates to ensure coriditions are satisfactory to proceed with the installation of specified roofing maternals. Preparation of substrates includes, but is not linuted to, substrate repairs, securement of substrates, eliminating all incompatible materials, and cleaning. B. Where conditions are found to lae unsatisfactory, worlc shall not laegin until conditions are made satisfactory to begin work. Commencing of worlc shall indicate contractor's acceptance of conditions. C. Clean, prepare and prime roof drain surfaces to receive membrane applications. Block drain bowl opening to avoid roofing/waterproofing material from entering the drainage system. 075216-8 Remove strainer baskets and clamping rings from the drain bowl assembly. Temporarily replace the bolts back into assembly to avoid miss -alignment of connections after membrane applications are completed. 3.03 PROTECTION A. Protect roofing/waterproofing Work from other trades until completion. B. Stage materials in such a manner that avoids foot traffic over completed roof areas. C. Provide temporary walkways and platforms to protect completed Work from traffic and point loading during the application process. D. Provide temporary membrane tie-ins and water -stops at the end of each workday and remove prior to commencement of Work the following day. 3.04 INSULATION/COVER BOARD INSTALLATION A. Mechanical fasteners used to secure sheathing boards or penetrate sheathing boards shall be set flush with sheathing and fastened into solid backing. B. Install cover board over exiting metal or wood deck and insulation surface in accordance with the technical data sheet. Stagger all board joints 12" o.c. from underlying insulation joints. 1. Evenly distribute fasteners as required by the board manufacturer's published requirements, but no less than 1 fastener per 2 square feet in the field and perimeter and 1 per 1 square foot in the corners. C. Cover board shall be adhered to the underlying insulation. D. Butt cover boards together to allow for a minimum 1/8" — maximum 1/4" gap between boards. Fit cover boards at all penetration and perimeter flashing locations to achieve a maximum 1/2" gap. E. Discard any damaged cover boards. F. Seal all exposed joints between cover boards with urethane sealant. G. Adhesively attach the insulation to lower coverboard and/or lower layer of insulation. H. Install insulation in 2 layers minimum. Stagger successive layers of insulation 12 in vertically and laterally to ensure board joints do not coincide with joints from the layers above and below. Install tapered insulation, saddles and crickets as required to ensure positive slope for complete roof drainage. 3.05 MODIFIED BITUMEN MEMB E ROOFING — PRIMER APPLICATION A. Examine all substrates, and conduct adhesion peel tests as necessary, to ensure satisfactory adhesion is achieved. 075216-9 B. Apply primer to dry, compatible substrates as required to enhance adhesion of new specified roofing materials. C. Apply prirner using brush, roller, or sprayer at the rate published on the product data sheet. Lightly prime for uniform coverage, do not apply heavy or thick coats of primer. D. Asphalt Primer: primer to dry compatible masonry, metal, wood and other required substrates before applying asphalt and heat -welded membrane plies. Primer is optional for solvent based solvent -based SBS adhesives and cements. Refer to product data sheets. E. Self -Adhesive Membrane Primer: Apply primer to dry, compatible substrates as required to enhance adhesion of self-adhesive membrane plies. Ensure self -adhered membrane primer is tacky to -the -touch, but not wet. Primer should not transfer to the finger tips when touched. F. Project conditions vary throughout the day. Monitor changing conditions, monitor the drying time of primers, and monitor the adhesion of the membrane plies. Adjust primer and membrane application methods as necessary to achieve the desired results. 3.06 MODIFIED BIT EN MEMB APPLICATION ROOFING — HEAT WING A. Hot-air welding equipment may be used in lieu of roof torches to seal membrane side and end laps where heat welding the laps is necessary. B. Single or multi -nozzle, hand-held propane roof torches shall be used to install heat -welded membrane and flashing plies. Multi -nozzle carts (dragon wagons) rriay also be utilized to install membrane plies. Seven (7) nozzle carts are recormriended for more uMform heat application in lieu of five (5) nozzle carts. C. Folloiai material product data sheets and published general requirernerits for installation instructions. E. Ensure environmental conditions are safe and satisfactory, and will remain safe and satisfactory, during the application of the heat welded membrane and flashings. F. Ensure all primers are fully dry before beginning heat -welding operations. G. Unroll membrane onto the roof surface and allow time to relax prior to heat welding. H. Starting at the low point of the roof, lay out the membrane to ensure the plies are installed perpendicular to the roof slope, shingled to prevent back -water laps. L Ensure all roofing and flashing substrates are prepared and acceptable to receive the heat - welded membrane. J. Cut membrane to working lengths and widths to conform to rooftop conditions, and lay out to always work to a selvage edge. 075216-10 K. Ensure specified side -laps and end -laps are maintained. End -laps should be staggered 3 ft apart. L. Direct roof torch on the roll as necessary to prevent overheating and damaging the membrane and substrates. M. As the membrane is unrolled, apply heat to the underside of the membrane until the plastic burn -off film melts away. Continuously move the torch side-to-side across the underside of the roll to melt the bitumen on the underside of the sheet, while continuously unrolling membrane. N. While unrolling and heating the sheet, ensure approximately 'A to 1/2 in of hot bitumen flows ahead of the roll as it is unrolled, and there is 1/8 to 1/4 in bleed out at all laps. 0. Adjust the application of heat to the underside of the membrane and to substrate as required for varying substrates and environmental conditions. P. At the 6 in end -laps, melt the plastic burn -off film from the top surface or embed granules and remove surfacing, where present, using a torch or hot-air welder. Q. At end -laps where T -Joints exist, cut a 45 degree dog-ear away from the selvage edge, or otherwise ensure the membrane is fully heat -welded watertight at all T -joints. R. Each day, physically inspect all side and end -laps, and ensure the membrane is sealed watertight. Where necessary, use a torch or hot-air welder and a clean trowel to ensure all laps are fully sealed. S. Inspect the installation each day to ensure the plies are fully adhered. Repair all voids, wrinkles, open laps and all other deficiencies. T. Offset interplay sheet side and end. Offset cap sheet side and end -laps away from the interply laps so that cap sheet laps are not located within 18 in of base ply laps. 3.07 MODIFIED BITUMEN FLASHING BASE SHEET APPLICATION A. Refer to the contract drawings, SBS modified bitumen membrane manufacturer's application instructions, flashing detail drawings, and follow product data sheets and other published requirements for installation instructions. Refer to manufacturer's SBS modified bitumen membrane flashing detail drawings. B. Ensure all flashing substrates are primed using self-adhesive membrane primer. Refer to self- adhesive membrane primer application requirements. C. Unroll the flashing base ply and flashing cap sheet onto the roof surface to their complete length. Once relaxed, cut the membrane to the required working lengths to accommodate the flashing height, cants and the required over lap onto the horizontal roof surface. D. Cut the flashing membrane from the end of the roll in order to always install flashings to the side -lap line or selvage edge line. 075216-11 E. Lay out the flashing base ply and flashing cap sheet to offset all side -laps a minimum of 12 inches so that side -laps are never aligned on top of the ply beneath. Shingle the flashing ply laps to prevent back -water laps. H. Ensure correct membrane and flashing sequencing to achieve redundant, multi -ply, watertight flashings. Before installing flashings, install the roof membrane base ply in the horizontal field of the roof, and extend the base ply up to roof terminations, transitions and penetrations J. Install the flashing base ply starting at the top leading edge of the vertical flashing substrate, onto the horizontal surface a the roof a minimum a 3 inches beyond the of base a the vertical outface. Cut the base ply at corriers to thrm 3 inch side -laps. Install gussets to seal corner transitions, Install one or more flashing base ply(s) at all roof terminations, transitions and penetrations. K. Roof membrane cap sheet: 1. Install the roof membrane cap sheet in the horizontal field a the roof over the flashing base ply up to the roof terminafion, and transition or penetration. 2. Using a chalk line, mark a line on the membrane cap sheet a minimum a 4 inches from the base onto the roa L. During the membrane and flashing installation, ensure all plies are completely adhered into place, with no bridging, voids or openings. Use weighted roller, or hand roller for confined areas, to apply pressure to ensure full contact and complete adhesion. M. Heat weld or hot-air weld all flashing side and end -laps, or adhere using specified flashing cement. N. See all flashing ply and cap sheet T -joints at end lari)s using torch and trowel, hot -an- welder or flashing cement. 3.08 MODIFIED BITUMEN LIQUID -APPLIED FLASHING A. Refer to Contract Drawings, manufacturer's details drawing, product data sheets and published general requirements for application rates and specific installation instructions, B. Pre-cut reinforcing fleece to conform to roof terminations, transitions and penetrations being flashed. Ensure a minimum 2 in overlap of fleece at side and end -laps. Ensure the completed liquid -applied flashing membrane is fully reinforced. C. Apply the base coat of catalyzed resin onto base -ply using a brush or roller, working the material into the surface for complete coverage and full adhesion. D. Immediately apply the reinforcing into the wet Iase coat of resin. Using a bnash or roller, work the reinforcing fabric into the wet resin while applying the second coat of catalyzed resin to completely encapsulate the fleece. 075216-12 3.09 FLUID -APPLIED MEMB E PREP 1 A. All surfaces shall be blown clean using an air compresso debris, o remove any remaining loose B. All cracks and voids greater than 0.040 inches shall be routed and caulked with a polyurethane sealant. Allow to cure per roof /waterproofing membrane manufacturer's technical data sheets prior to over -coating with the specified roof /waterproofing membrane system. C. At all inside corners, gaps or voids at the juncture of the deck and penetrations apply a minimum 3/4 inch fillet bead of polyurethane sealant and allow to cure per roof /waterproofing membrane manufacturer's technical data sheets prior to installing the roof /waterproofing membrane system. D. At all moving cracks, moving joints between dissimilar materials, and similar conditions, create a minimum 1 inch wide bond break utilizing bond breaker tape, centered over the crack or joint. E. Membrane terminations shall be established prior to project start-up and documented in shop drawings. Terminations shall occur in raked -out mortar joints, saw cut terminations or under installed counter -flashing materials. F. Use tape lines to achieve a straight edge detail. 3.10 VAPOR BA • ' ER & RETARDER INST LATION A. Apply primer appropriate for the self -adhered vapor barrier to the substrate surface at the application rate shown on the technical data sheet. Allow to cure. B. Vapor Barrier: Install vapor barrier to primed substrate in accordance with the technical data sheet. Achieve a 3" side overlap and a 6" end overlap between adjacent sheets. Roll vapor barrier with a 75 lbsteel roller to ensure that full bonding is achieved. C. Vaper Retarder: 1. Removing release film from the underside, apply a weighted roller to the top surface to ensure vaper retarder is fully bonded to the substrate, and along all side -laps and 6 in end - laps. Use a hand -roller and firm pressure, roll -in vertical flashings and confined areas. 2. Install vapor retarder to all flash roof penetrations, terminations and transitions. Ensure minimum 3 in side laps and 6 in end laps are maintained. Flash vertical surfaces as required to seal all substrates. 3. Seal vapor retarder at all roof penetrations, transitions and terminations. Seal as necessary and apply general purpose sealant as needed to seal leading edges. 4. Seal irregular shaped or confined roof penetrations such as I -beams, C -channel, small pipes, etc. using specified liquid -applied flashing per the manufacturer's instructions. 5. Examine adhesion of vapor retarder to ensure results remain satisfactory as project conditions vary. 075216-13 6. Each day, physically inspect all side and end -laps, and ensure the membrane is sealed watertight. Inspect the installation each day to ensure the plies are fully adhered. Repair all un -adhered voids, wrinkles, open laps and all other deficiencies. 3.11 FLUID -APPLIED MEMB A. Install roofing/ sheets E APPLICATION aterproofing membrane system in accordance ith current technical data B. Priming: Mix and apply primer by brush or roller at the application rate shown on the technical data sheet: Porous, rough or absorbent surfaces will decrease coverage rates. C. Reinforce Cover Board Joints, and Flashing Transitions: 1. For all locations where membrane system is to be applied directly to the substrate surface, provide reinforcement of cracks and joints prior to applying the membrane system 2 For all moving cracks and joints, create a minimum 1 inch wide bond break centered over the crack or joint by applying bond break tape centered over each crack or joint. 3.- For all non-moving cracks and joints, rout and seal with polyurethane sealant. 4 For all horizontal -to -vertical transitions, provide a '/" x %a"; polyurethane sealant cant. . Apply a minimum of a 3 inch wide strip of joint tape directly into a bed of liquid roofing/waterproofing membrane. Back roll reinforcement to fully embed reinforcement into the wet liquid polyurethane membrane. Add more liquid membrane as needed to fully embed the reinforcement. 6. Ensure reinforcement is not in tension during embedment. D. Precut reinforcement before installing membrane system. E. Apply base embedment coat to horizontal deck and vertical wall surfaces by brush or with 1/2 inch — 3/4 inch nap roller to achieve a continuous and uniform minimum wet film thicknesses. F. Immediately laymembrane reinforcement into the wet base embedment coat. G. Apply pressure to the membrane reinforcement with a roller as appropriate to fully embed and saturate the membrane reinforcement into liquid roofing/waterproofing material. Remove air pockets from under the membrane by rolling them out. H. Apply additional liquid material as required to ensure the membrane reinforcement is fully embedded and has conformed to the substrate without tenting or visible pinholes. . Overlap sheets of membrane reinforcement a minimum of 2 inches in all directions. Extend membrane reinforcement vertically at adjacent wall surfaces in accordance with project details and specifications. K. Immed ately apply the resin top coat wet -on -wet. L. Apply top coat by nap roller or brush to achieve a continuous and uniform minimum wet film thickness. M. Wall Flashing: 1. Clean, prepare and prime flashing substrate surfaces ready to receive membrane flashing applications. 2. All parapet, wall, and curb flashings shall be provided with a sealant cant with reinforcement prior to flashing application. 3. Terminate roofing/waterproofing membrane system at termination saw cut joint, or under installed counter -flashing materials. 4. Install metal counter flashings in accordance with details. N. Drip edges and other metal flanged flashing 1. Clean, prepare and prime metal flange surfaces ready to receive membrane flashing applications. 2. Encapsulate metal flanges between two membrane layers, by providing membrane flashing as a stripping ply over the metal flange, with the field or flashing membrane extending beneath the metal flange. Mechanically metal flanges through the first membrane layer to wood nailers. 0. Roof Drains: Extend the liquid roofing/ waterproofing material and membrane reinforcement directly into the throat of the prepared roof drains. Remove draM blocks and allow the roofing/waterproofing system to fully cure dry prior to re -connecting the draM bowl assembly. P. Flood testing: Upon the completion of the roofing/waterproofing membrane system and associated terminations the contractor shall flood test the system. Provide temporary stops and plugs for the roof drains within the test area. Flood test with a minimum 2 inches of water for no less than 24 hours. Repair and retest the system for no less than 24 hours, report all deficiencies to the Architect. Remove temporary stops and plugs. No other Work is to proceed without prior direction from the Architect. 3.12 CLEAN-UP A. Clean-up and properly dispose of waste and debris resulting from these operations each day as required to prevent damages and disruptions to operations. B. Properly clean the finished roof surface after completion, and make sure the drains and gutters are not clogged. C. Clean and restore all damaged surfaces to their original condition END OF SECTION 075216-15 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 076000 - SHEET METAL FLASHING AND FABRICATIONS P ; '_T 1 . GENE 1.01 ;: DESCRIPTION OF WO A. Extent of the work is as shown on the drawings and specified herein and includes: 1. Zinc -tin coated copper flashings, reglets, drip edges and miscellaneous fabrications as shown on the drawings 2`. Copper under -sill flashing fors windows and exterio 3. Zinc -tin coated copper siding for dormers 4. Copper reglets and receiving flashing at slate mansard roofs 5. Remove and reinstall and/or replace zinc -tin coated copper fabrications to match existing copings, exposed flashings and roof transition caps 6. Zinc Alloy flashings at locations connecting to existing Zinc Alloy siding and roofing 7. ` Cleats, fasteners and accessory materials for complete installation of all new and salvaged sheet metal B. Related work specified elsewhere 1. Wood Nailers and Blocking - Section 061000. 2. Membrane Roofing Systems - Section 075216. 3. Joint Sealers - Section 079000 A. SMACNA: Sheet Metal and Air Conditioning Contractors' National Association, B. CDA: - Copper Development Association Inc., y v.., ,orper.orit C. ASTM: ASTM International, 100 Barr Harbor Dr., ww 1.03 SUBMITT A. Shop Drawings: Show the typical profiles, dimensions, and manner of forming, jointing, and securing the metal. Include expansion joint connections, and the method of forming waterproof connections to adjoining construction. All shop drawings shall be to scale and dimensioned. Provide shop drawings for the following: 1. Flashings, reglets, and receivers 2. Sheet metal siding B. Product Data: Catalog sheets, specifications, installation instructions for each item specified except for shop or job formed items, solder, flux, and bituminous paint. C. Samples: 1. Sheet metal: Two 6 inch sq pieces, for each t " e material specified. 076000 - 1 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 076000 - SHEET METAL FLASHING AND FABRICATIONS D. Existing copings and caps: Prior to removals, submit marked up roof plan showing a unique number or identifier for each existing piece and its location. Note the location and extent of any copings and caps that are indicated in the construction drawings for replacement, or that in the opinion of the contractor require replacement due to existing damage or other conditions. E. Mock up: Mock up one dormer sidewall installation of zinc -tin coated copper siding as detailed for review and approval by the architect and owner. Do not install wood trim or roofing slate over the sheet metal prior to review. Approved mock up shall remain in place as standard for the sheet metal siding and as part of the finished work. 1.04 QUALITY ASSU'CE A. In addition to complying with pertinent codes and regulations, comply with pertinent recommendations contained in current edition of "Architectural Sheet Metal Manua published by the SMACMA. B. Field verify all existing dimensions and conditions to which sheet metal work will be fitted. C. Sizes and profiles of replacement fabrications for copings, exposed flashings, roof transition caps replaced. 1. and other existing sheet metal components shall exactly match the existing pieces being Standard commercial items may be used for new flashing, reglets, and similar purposes provided such items meet or exceed both the design intent and the quality standards specified. For factory fabricated, items, follow the manufacturer's recommendations and+ installation instructions unless specifically shown or specified otherwise. D. Where no gage is indicated on the drawings or in the specifications, provide the highest qual and gage commensurate with the referenced standards. E. All workmen shall be qualified and experienced in the particular including; fabrication, soldering, cleaning, and/or patching. 1.05 DELIVERY S , AND H DLING e of work to be perfo Y fined A. Store metal sheets, coils and formed shapes off the ground, in an enclosed structure. Do NOT store in a manner or location so that the water or moisture may remain between sheets or shapes prior to installation. Do NOT store on bare ground under a tarp or in other manner that may cause condensation to form on or between sheets or shapes. B. Handle sheets and shapes in a manner to reduce scratches, dents, etc 1.06 PROJECT CONDITIONS A. Make the roof and all uncompleted flashings watertight at the end of each work day. B. Environmental conditions; 076000 2 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 076000 - SHEET METAL FLASHING AND FABRICATIONS 1. Do not bend or form Zinc Alloy material when material temperature is below 50° F or ambient temperatures are below 14°F 2. Do not install sheet metal in inclement conditions or over a damp substrate PART 2 PRODUCTS 2.01 SHEET METAL A. Zinc -Tin Coated Copper Sheet: cold rolled copper sheet, ASTM B 370. Fifty percent Zinc, 50 percent Tin coating; ASTM B 350, Type 1 0.5 mils thick per sq ft applied to both sides. 1. Weights: a. Flashing, copings and roof caps: 20 oz. per sq. ft. (0.0270 -inch thick) (0.69 mm) unless otherwise indicated. b. Sheet metal siding: 16 oz. per sq. ft. 2. Acceptable products complying with all material and performance specifications herein, or approved equal. a. Freedom Gray, Revere Copper Products, Inc b. TECU 114 Zinn, KME America B. Copper Sheet: Cold -rolled copper sheet complying with ASTM B370, 16 oz, per sq. ft. or thicker gauge where indicated on the drawings C. Zinc Alloy Sheet/Coils: Titanium Zinc Alloy whose base is electrolytic high grade 99.995% pure Zinc with alloying additives of 0.08% - 1.0% copper and 0.07% - 0.12% titanium, and .001% - .015% aluminum in accordance with ASTM B69 latest edition — Architectural Rolled Zinc 1. Manufacturer: • EINZINK America, Inc., Woburn, MA 2. Thickness: 20ga. (1.0inm) 3. Finish: Classic Bright Rolled 2.02 FASTENERS D MISCELL A. Nails: 1. For copper and zinc -tin -coated copper: "Stronghold" type large flat head roofing nail, hardened copper. 2. For nailing sheet metal into wood, used barbed roofing nails, 11 gauge. EOUS MATERIALS B. Screws, Bolts, and Other Fastening Accessories: 1. For copper and zinc -fin -coated copper: Copper or brass. 2. For zinc alloy: stainless steel, type and size as recommended by the sheet manufacture C. Cleats: 1. For copper and zinc -tin -coated copper: copper, 2. For zinc alloy: stainless steel 3. Weight: same weight as the sheet metal material being cleated 076000 - 3 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 076000 - SHEET METAL FLASHING AND FABRICATIONS D. Rivets: 1. For copper and zinc -tin -coated copper: solid copper rivets 2. For zinc alloy: stainless steel E. Anchors: self -tapping, corrosion resistant, concrete and masonry screw inserted thru a stainless steel disc with an EPDM sealing washer. F. Solder: Composition of block tin/pig lead of proportion recommended by the metal manufacturer. 1. For plain copper, existing lead -coated copper, and zinc alloy: 50% tin and 50®1 lead, or 60% tin and 40% lead, antimony free 2. For Zinc -Tin Coated Copper: pure tin OR lead-free, high -tin solder conforming to ASTM B32 G. Flux: Paste or hydrochloric acid type as recommended by the metal manufacturer. H. Bituminous Paint: Cold -applied asphalt emulsion complying with ASTM D 1187. L Underlayment: High Temperature Ice and Water Shield, Grace Ultra, W.R. Grace & Co. J. Paper Slip Sheet: Rosin -sized building paper; 5 lbs/square. 2.03 FABRICATION A. Form, fabricate, and install sheet metal so as to adequately provide for expansion and contraction in the finished work. B. Flashing: Provide flashing and sheet metal required to prevent penetration of water through the roof of the building, or through sills flashed with sheet metal. C. Fabrications: Fabricate with the longest length of sheet available to minimize cross seams. No horizontal seams are permitted in sheet metal siding panels. 1. Flashings, copings and roof caps: a. Fabricate special fabrications in the shop, with soldered seams, to strictly limit the extent of field seaming. b. Where seaming is required, provide flat double -locked seams per SMACMA recommended details, with seam line on the downward side of water flow. 2. Sheet metal siding: Fabricate siding panels with full width sheet (18") and standing seams. Following installation, fold down standing seams on the downward side ofwater flow. T3 EXECUTION 3.01 PREPA 076000 - 4 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 076000 -- SHEET METAL FLASHING AND FABRICATIONS A. Coordinate the Work of this Section with other Work for the correct sequencing of items that make up the entire system of weatherproofing or waterproofing. B. Do not install the Work of this Section unless all necessary nailers, blocking and other supporting components have been provided. C. Clean and dry all substrates before installing the Work of this Section. D. Provide protection of all metals during installation and cleaning of masonry with tarps, polyethylene sheeting, or similar impervious materials. To prevent water stains due to condensation trapped on metal's surface, protection must be removed at the end of each workday. 3.02 INSTALLATION A. Isolation: Separate dissimilar metals from each other with bituminous coating. B. Seal exterior joints between flashing and adjacent dissimilar materials. C. Cleats shall be used to blindly attach exposed flashing and fabrications, D. Connection to Existing Construction: Tie the items of Work in with the existing work to obtain watertight installation. Repair and dress adjacent existing components as required to make secure and neat connections with new items. E. Exposed edges: except as otherwise shown, fold back sheet metal to form a hem on concealed side of exposed edges F. Zinc Alloy installation, general: comply with RHE1NZINK Division 7 binder specific recommendations in addition to SMACNA standards. 1. At material temperatures below 50° F, preheat the area to be folded with a hot air gun or heat lamps. DO NOT bend or fold if ambient temperatures below 14°F G. Base Flashings: 1. Form the base flashing with locked and soldered joints into lengths not more than 24 feet o.c. 2. Provide expansion joints a maximum of 24 feet O.C. on straight runs and a maximum of 4 feet from corners. Forrn expansion joints with a 3 -inch loose locked seam filled with sealant. 3. Expansion Joint: Slit the cross -folded portion of the flashing where it is bent at a right angle. Solder a patch over the slit to avoid binding at the cross fold. 4. Extend the vertical portion of the base flashing a minimum of 4 inches up behind the cap flashing. 5. Where shown on the drawings lock the base flashing to the cap flashing with a minimum 3/4 inch loose lock joint. 076000 - 5 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 076000 - SHEET METAL FLASHING AND FABRICATIONS 6. Extend the horizontal portion of the base flashing onto the roof surface a minimum of 4 inches and terminate in a 1/2 inch folded edge. Secure with nails spaced 3 inches 0.C., staggered. H. Cap Flashing: 1. Form and install the cap to provide a spring tight fit against the base flashing. Lap all end joints and base flashing a minimum of 3 inches. Extend the cap continuously around corners or provide lock seams. 2. Cap Flashing for Installation In Masonry Joints: a. Extend the flashing a min of 3/4 inch into the cleaned masonry joint. b. Secure the cap with lead wedges 8 inches o.c., so that there is sealant above & below he flashing. c. Point the joint with sealant as specified for masonry work. 2. Cap Flashing for Installation In Reglets: a. Extend the built in portion of the cap a min of 3/4 inch into the reglet. Form the edge of the built in portion with a 1/4 inch hook dam. b. Secure the cap with lead wedges 8 inches oc. Fill joint completely with Type 2 sealant and tool to a slightly concave surface. I. Soldering of sheet metal joints: 1. Remove any factory finish, dirt, grease or other surface contamination. a. Copper, existing lead -coated copper, and zinc alloy materials; remove contaminants and any coating to bare metal. b. Zinc -Tin Coated Copper: remove contamination; do not remove tin coating 2. Clean, flux and tin all surfaces to be soldered. 3. Sweat solder thoroughly into seams, completely filling the seam for the full width. 4. Upon completion of soldering, remove all traces of flux residue, and if required, apply a neutralizing wash followed by a clean water wash. J. Window sill and doorsill flashing: Install the flashing in one continuous length from side to side. 1. Coat copper doorsill flashing with bituminous coating to separate copper flashing from aluminum sills K. Sheet metal siding: 1. Cut siding panels to fit each individual sidewall. Areas and configurations of dormer sidewalls may not be entirely uniform. 2. Install sheets in configurations indicated on the drawings, with each panel a single sheet fro top to bottom. No cross (horizontal) seams are permitted. Fold under 3/4 inches the edges of sheets that are not covered by flashing or trim. 3. Install panels with hidden cleats. Fasten cleats into existing •sum sheathing and/or wall framing with screws. Provide sufficient fasteners to avoid panning (out of plane deformation) of finished panels 4. Seam panels with min. 1" high double lock sealed standing seams. Following installation, fold down standing seams on the downward side of water flow. 5. Install drip edges with compression fit underneath existing slate. Install drip edges in one continuous piece the length of the rake or eaves. 076000 - 6 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 076000 - SHEET METAL FLASHING AND FABRICATIONS the L. Roof transition caps and copings: 1. Carefully remove, retain and reinstall existing caps and copings as required for the roof replacement work. Mark each piece/esction on the underside with its identification corresponding to the pre -removal roof plan submitted. Except where indicated in the construction drawings, replacement of existing caps and copings must be approved in advance as a Change Order by the architect and the Owner. Pieces damaged or lost by contractor shall be replaced at no additional cost to the Owner. 2. Provide new cleats and fasteners for all caps and copings. 3. Clean salvaged caps and copings to remove sealants, solder and dirt. 4. Upon completion of installation of each new roofing area, reinstall caps and copings in original locations incorporating any replacement pieces or sections. Solder all joints 3.03 RECYLING A. Collect all cut offs and scrap sheet metal materials for recycling. Return to local scrap metal recycling facility or to general contractor for recycling, unless otherwise indicated in the Division 1- General Requirements. 3.04 GU . , TEE A. Guarantee that all metal roofing, flashing and sheet metal fabrications will be free from defects in workmanship for five (5) years from date of completion. Defective work includes leaking, failure to stay in place, pulling loose from substrate, splitting, alligatoring, buckling, tearing, failure of solder joints, and release or failure of fasteners. END OF SECTION 076000 - 7 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 079000 - JOINT SEALERS PART 1- GENE 1.01 DESCRIPTION OF WO A. The extent of this work is as shown on the drawings and as indicated in this and other sections of the specifications, and includes providing sealants for: 1 Joints between dissimilar materials, including metal -to -masonry joints 2. Wood -to -wood joints 3 Sealant joints for sheet metal 4. Other joints forming waterproof terminations and connections as needed. B. Related work specified elsewhere: 1. Wood Siding and Trim — Section 074600 2. Membrane Roofing Systems — Section 075216 3. Sheet Metal Flashing & Fabrications — Section 076000 4. Wood Windows — Section 085200 1.02 QUALITY ASSU' CE A. Establish and maintain air tight waterproo and permanent seals of a continuous nature, within recognized limitations of wear and aging. B. Workers installing sealants shall have minimum 5 years experience in installing sealants for the types of work required. C. Container labels: Inchide manufacturer's name, product trade name, kind of material, federal specification number (if applicable) expiration date and packaging date or batch number. 1.03 SUBMITTALS A. Submit manufactures product specifications, installation and curing instructions, and test data for each product used. B. Submit sample card of manufacturer's standard color selection for joint sealants exposed to view, for color selection by the Architect. 1.04 JOB CONDITIONS A. Install sealants only under weather conditions recommended by the manufacturer. Do not use products which have frozen or have been exposed to freezing temperatures for prolonged periods of time. B. Protection: 1. Protect all finished surfaces adjacent to sealants with non -staining removable tape or other approved covering to prevent soiling or staining. 2. Protect all other surfaces in the Work area with tarps, plastic sheets or other approved coverings to prevent defacement from droppings. 1.05 W TIES 079000-1 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 079000 - JOINT SEALERS A. Provide manufacturer's standard warranty on sealant materials, minimum of 10 years. B. Contractor shall provide two (2) year guarantee for replacement of sealants that fail to perform as intended due to workmanship, improper installation or installation under improper conditions, damage due to contractor's operations, failure to provide necessary protection or curing procedure following installation, and/or installation of incorrect or inappropriate sealant for the material or location. Guarantee shall cover the complete cost of labor, materials and equipment to replace sealant. Failure for purposes of the guarantee shall include cracking, bonding failure with substrate, release of sealant from the joint, staining of adjacent materials, and discoloration of sealant as a result of contractor's operations or errors. PART 2- PRODUCTS 2.01 SEALANTS A. Provide colors to be selected by the Architect from manufacturer's standard colors. B. Sealant for metal to masonry joints, and sealant for doorsills: 1. One component, pre-pigrnerited, non .staining, moisturecuringpolyurethane sealant, MasterSeal NP I (formerly Sonolastic NPI), as manufactured by BASF, or approved equal. 2. Compliance: Sealant shall meet or exceed requirements of ASTM C920, Type S, Grade NS, Class 35, Use NT, M7 A T 0 and L C. Sealant for sheet metal joints: One part neutral cure, non -sag RTV silicone for weather sealing of metal and structural glazing, Dow Corrting 795, or approved equal. 1. Type and Grade: S and NS 2. Class: 50 3. Uses: NT, G, A and 0 D. Sealant for wood to wood joints: I. Single component, silicone sealant, Dow Coming 795, or approved equal 2. Complying with: Type S, Grade NS, Class 25 2.02 MISCELLANEOUS MATERIALS A. Joint Primer/Sealer/Conditioner: As recommended by the sealant manufacturer for the particular joint surface materials and conditions. B. Backer Rod: Compressible closed -cell polyethylene rod stock C. Bond Breaker Tape: Polyethylene or other plastic tape as recommended by the sealant manufacturer; non-bonding to sealant; self adhesive where applicable. D. Cleat -ling Solvents: Oil free solvents as recommended by the sealant manufacturer. Do not use re-clanned solvents. E. Masking Tape: Removable paper or fiber tape, self-adhesive, non -staining. 079000-2 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 079000 - JOINT SEALERS P 1 T 3 - EXECUTION 3.01 PREP TION A. Examine substrate and notify Architect of any conditions unsatisfactory for a weather -tight seal. Proceed with sealant work only when substrate conditions are satisfactory. B. Joint preparation: 1. Porous masonry surfaces: Remove mortar to depth indicated on the drawings or if not indicated to depth required to insert flashing. Clean joint surface after existing mortar and sealants have been removed and immediately before installing sealants, removing dirt, moisture and other substances or coatings which would interfere with bond of sealant. Use compressed air to finish cleaning. 2.. Nonporous surfaces: Use two -cloth solvent wipe in accordance with ASTM C1193. C. Priming Joint Surfaces: 1. Prime joints if so recommended by manufacturer's instructions. Avoid priming masonry surfaces. 2. Do not allow primer/sealer to spill or migrate onto adjoining surfaces. D. Provide backer rod at joints as indicated in the drawings and as recommended by the sealant manufacturer. E. Adhesion test: Apply sealant to small area and perform adhesion test in accordance with ASTM C1193, Method A, to determine if primer is required to achieve adequate adhesion. If necessary, apply primer at rate and in accordance with manufacturer's instructions. 3.02 SEALANT INSTALLATION A. Install sealants where indicated on the drawings and at the following locations whether indicated or not: 1. Exterior wood to wood joints wider than the thickness of a paper clip, as, for example, between wood members such as posts and brackets and between pieces meeting pieces of wood trim, fascia boards and the like. 2. Lap joints in metal ridge caps, hip caps and copings 3. At penetrations of fasteners through sheet metal B. Install sealants prior to finish painting of wood. C. Strictly comply with manufacturer's instructions for installation of sealants. D. Sealant backing: Install without gaps, twisting, stretching, or puncturing backing material. Use gage to ensure uniform depth to achieve correct profile, coverage, and performance. 1. Install backer rod of sufficient size to fill the joint width at all points in a compressed state. Compress backer rod at the widest part of the joint by a minimum of 25 percent. Do not cut or puncture the surface skin of the rod. 079000-3 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 079000 - JOINT SEALERS 2. Bond breaker: Install on backside of joint where backing is not feasible and where indicated or specified. Install bond breaker tape in relaxed condition as it comes off the roll. Do not stretch the tape. Lap individual lengths. E. Sealant: Deposit sealants in uniform, continuous ribbons, without gaps or air pockets. Seal joints adjacent to painted work before final coat of paint is applied. 1. Use sealant -dispensing equipment to push sealant bead into opening. Fill joint opening to full and proper configuration. Apply in continuous operation. 2. Complete horizontal joints prior to vertical joints. Lap vertical sealant over horizontal joints. F. Finishing: Before skinning or curing begins, tool sealant with metal spatula. Provide concave, smooth, uniform, sealant finish. Eliminate air pockets and ensure complete contact on both sides of joint opening. Tool joints in one continuous stroke. 1. Use tool wetting agents as recommenced by the sealant manufacturer. G. Install sealant to depths recommended by manufacturer, but within the following general limitations; for elastomeric sealants fill joints to 50% of joint depth, for non-elastomeric sealants and caulking compounds, fill joints to 75% - 125 % of joint width. 3.03 CLE ING AND PROTECTION A. Immediately remove misapplied sealant and droppings from metal surfaces with solvents and wiping cloths. On other materials, remove misapplied sealant and droppings by methods and materials recommended in writing by the manufacturer of the sealant material. B. After sealants are applied and before skin begins to form on sealant, remove all masking and other protection and clean up any remaining defacement caused by the Work. C. Comply with manufacturer's recommendations for curing and protection of sealants to obtain optimum performance 079000-4 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 085200 - WOOD WINDOWS T 1 GENE L 1.01 DESCRIPTION OF WO A. Extent of window work is shown in the drawings and specified herein and includes: 1. Remove existing wood window units as indicated on the drawings 2. Furnish and install new single -hung wood window units B. Related work of other sections: 1. Wood Siding and Trim, Section 074223 - Exterior trim for windows 2. Rough and Finish Carpentry, Section 061000 - Interior window trim 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM C 1036 - Flat Glass. 2. ASTM D 1149 - Rubber Deterioration — Surface Ozone Cracking in a Chamber. 3, ASTM D 2803 - Filiform Corrosion Resistance of Organic Coatings on Metal. 4. ASTM D 4060 - Abrasion Resistance of Organic Coatings 5. ASTM E 283 - Rate of Air Leakage Through Exterior Windows 6. ASTM E 330 - Structural Performance of Exterior Windows 7. ASTM E 547 - Water Penetration of Exterior Windows B. Window and Door Manufacturers Association (WDMA): 1. AAMA/WDMA/CSA 101/I.S.2/A440 —North American Fenestration Standard/Specification for windows, doors and skylights 2. WDMA I.S.4 - Industry Specification for Preservative Treatment for Millwork. 1.03 SUBMITT A. Shop Drawings: For each type of window and each typical installation condition. Include information not fully detailed in manufacturer's Product Data and the following: 1. Layout and installation details for each typical installation, including anchors 2. Typical window unit elevations at 3/4"= 1'0" 3. Full -size section details of typical components members, including frame, sash, muntins, reinforcement and stiffeners 4 Glazing details 5. Accessories 6. Window schedule indicating field verified rough openings and window unit sizes for all windows, utilizing same numbering system as window schedules in the drawings 085200 - 1 Sage Hall Low Slope Roof Replacement and Interior -Facing Dormer Improvements- SECTION 085200 - WOOD WINDOWS B. Product Data: For each type of wood window include the following 1. Construction details and fabrication methods 2. Profiles and dimensions of individual components 3. Product data and cut sheets on hardware, accessories and finishes 4. Testing data for perfonniance requirements 5. Recommendations for maintenance and cleaning C. Samples: 1. One 12" long corner section of window unit. 2. Samples for verification: Architect reserves the right to require additional samples that show fabrication, workmanship, and design of hardware and accessories. 3. Three (3) factory paint samples on wood, min. 10 sq. inches each, in initial color selections for window exterior and window interior, for final approval and for matching field -applied paint colors to the windows as applicable. D. Quality Control Submittals: 1. Test Reports: Certified testing laboratory reports, indicating that window units have been tested and comply with grade requirements specified. 2. Manufacturer's Certification: Window manufacturer's certification that all windows meet specified performance standards. E. Mock up: Following review of Shop Drawings, Product Data and Samples, mock up one complete window installation, including exterior and interior trim for approval by the University Architect, owner's Project Manager and the architect as minimum; standards for wood window replacement. Approved mock-up will remain as part of the work. Remove and replace mock-up that does not comply with specified and detailed requirements. 1.04 PERFO •: ANCE REQUIREMENTS A. Windows shall be rated in accordance with ANSI/AAMA/WD ANSI/AAMA/WDMA 101/I.S2/A440-11. A 101/I.S.2/A440-08 or B. Performance requirements: Testing shall be performed by a qualified independent testing agency and demonstrate the following performance. 1. Window Unit Air Leakage, ASTM E 283, 1.57 psf (25 mph): 0.3 cfm per square foot of frame or less. 2. Window Unit Water Penetration: No water penetration through window unit when tested in accordance with ASTM E 547, under static pressure of [4.5 psf (42 mph)] [7.5 psf (52 mph)] after 4 cycles of 5 minutes each, with water being applied at a rate of 5 gallons per hour per square foot. 3. Structural Test Pressure: No failure or permanent deflection in excess of 0.4 percent of any member's span after removing the imposed load, for a positive (inward) and negative (outward) test pressure of 40psf minimum. 4 Thermal Transmittance: Center of glass maximu winter U -value of 0.50. 085200 - 2 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 085200 - WOOD WINDOWS C. Glazing Standards: Comply with recommendations of GANA's Glazing Manual and Sealant Manual. Glass shall be Quality 1, clear float glass complying with ASTM C1036, 1.05 JOB CONDITIONS A. Verify window openings by field measurements before fabrication and indicate measurements on Shop Drawings. All replacement windows shall fit existing openings fully and precisely. Coordinate fabrication schedule with construction schedule to avoid delaying the work. 1.06 W TY P A. The special warranty specified herein shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. B. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace windows that fail in material or workmanship within the warranty period from date of substantial completion as follows: 1. Warranty period for insulating glass: Twenty (20) years 2. Warranty period for window unit and non -glass components: Ten (10) years. C. Finish Warranty: Window manufacturer's or factory finish applicator's standard form in which manufacturer/applicator agrees to repair or refinish window unit finishes that fail in material or workmanship within the warranty period from date of substantial completions. 1. Warranty period for window unit finish: Fifteen (15) years 2. Whoever issues and holds the finish warranty shall issue to the Owner and the Architect written certification at the conclusion of the work that all finish touch-up was performed in accordance with their written instructions and does not void any warranty on said finish. • T2 PRODUCTS 2.01 WINDOW UNITS A. Window type: New single -hung wood window units, non-standard sizes, with factory -applied finish. 1. Sizes: as indicated on the drawings and field verified to fit existing openings, without alteration to the openings or added blocking. Field verify all dimensions prior to fabrication. 2. Configuration: 2/2 lights 3. Profile: manufacturer's standard sash and frame profile, modified with custom profile wood sill as indicated in the drawings B. Manufacturer: Provide Series 500 - Ovalo window units manufactured by Norwood, Westwood Industries Ltd., Scoudouc, New Brunswick, or approved equal meeting all requirements of the specifications in design, materials, performance and warranties. C. Materials: 085200 - 3 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 085200 WOOD WINDOWS 1 Frame and sash, all wood components: Honduras Mahogany (Swietenia Macrophylla) or African Mahogany (Kyaya Ivorensis), water-repellent, preservative -treated in accordance with WDMA LS. -45. Corners mortised and tenoned, glued and secured with metal fasteners or coped, doweled and glued. 2. Glazing: silicone -glazed 5/8" to 13/16" insulated glass, Low -E coated and Argon filled 3. Sash: nominal 1 3/4" (41mm-46mm) thickness, 2/2 lite configuration with simulated divided lites Integral muntins: metal non -glare grille between the two panesof glazing to align with factory -adhered exterior and interior wood grilles. Exterior grilles with 15/16" Putty profile, interior grilles with 5/8" Heritage profile, factory painted. 5. Fasteners: a. Zinc -coated or non-ferrous nails and screws for installation of wood window units b. Brass screws for installation of hardware and; accessory items D. Finish, exterior and interior: 1. Factory -applied, warranted coating system consisting of a minimum 3 -coat application including wood preservative treatment, and elastomeric primer and finish coats. 2 Finish colors: One exterior color and one interior color, to be selected by the architect E. Operating and finish hardware 1. Balances: Manufacturer's standard galvanized block and operation of, operable sash Sash locks: Restoration (spoon) style lock, one, per windo® 3. Tilting mechanism: hidden tilt latch 4. Limited opening device: Concealed, tamper -proof to linut opening of the operable sash Weatherstripping; Manufacturer's standard full perimeter compression weatherstripping ackle, system sized fo FABRICATION2.02 A. Replacement windows must fit within the existing opening without alteration to the existing rough openings or interior finished openings (wall-to-wall finish dimension of the dormer). Custom sizes may be required. Each window opening must be field verified prior to fabrication.; B. Pre -glaze windows at factory prior to delivery. Provide pre -glazed units'tremovable glazing stops, nailed or snap -on coordinated with the glazing system. C. Each window unit to be delivered complete and assembled, ready for installation with factory - finished frame, sash, custom sill/undersill, installation fins/fasteners, hardware and accessories specified. I T 3 EXECUTION A. Remove existing windows complete with fra 1. Do not remove interior window stools e and integral trine components; Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 085200 - WOOD WINDOWS B. Examine window openings for any conditions that may impede proper installation of new windows including inadequate or deteriorated framing or blocking. Notify architect of any such hidden conditions. Do not proceed with window installation until such conditions have been corrected. 3.02 INSTALLATION A. Install windows in accordance with the manufacturer's printed installation instructions, except as otherwise specified. B. Set units plumb, level and true to line (within 1/8" in 4'), without warp or rack of frames or sash. Provide required support and anchor securely in place. C. Use concealed fasteners, fins, or anchoring system to the greatest extent possible. Countersink any and all exposed fasteners necessary for installation of windows and their trim 1/8" below the surface material. Fill countersunk fasteners flush with material surface and finish to match window finish. 3.03 • i JUSTING D CLEANING A. When directed, or just before the Project is turned over to the Owner, remove dirt and other foreign material from finished surfaces and both sides of glass. Wash and polish glass on both sides. B. Adjust operating sash and hardware to provide a smooth operation with tight, weatherproof closure. Lubricate hardware and moving parts. C. Remove and replace glass that is broken, chipped, cracked, abraded or damaged in any way during the construction process including from natural causes, accidents and vandalism. D. Finish touch up: Wipe down painted surfaces to remove any dirt or dust. Touch up scratches, fastener heads or other surface defects in accordance with factory finish warranty's written instructions. 3.04 PROTECTION A. Protect wood windows during the construction period to ensure units will be without damage or deterioration (other than normal weathering) at time of final acceptance. END OF SECTION 085200 - 5 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 099000 - PAINTING & FINISHING P T 1- GENE 1.01 DESCRIPTION OF WO A. Surface preparation, scraping, sanding, priming, painting and finishing of exterior and inter or exposed surfaces in accordance with the types of finishes shown on the Schedules in the Drawings and as specified herein. In general surfaces to be finished include: 1. New exterior wood siding and trim 2. Existing exterior wood 3. Existing exterior metal cresting, including mounting bases 4. New interior wood window trim 5. Interior .sum wallboard B. The term "paint", as used herein, means all coating systems and materials including primers, emulsions, epoxy, enamels, sealers, stains, fillers and to other applied materials whether used as prime, intermediate or finish coats (including penetrating stains and transparent finishes). The term "finishing" as used herein means all preparation of surfaces to be painted or to remain unpainted including stripping, scraping, blast cleaning, sanding, washing, as well as treatments with consolidant, fungicide or other cleaning or conservation products. C. Work not included: 1. Unless otherwise indicated, painting is not required on surfaces in concealed or inaccessible areas. 2. Do not paint finished hardware or other items having factory or shop -applied coating or finish. 3. Do not paint any surfaces not scheduled or intended for painted finish, including but not limited to: flashing & sheet metals, masonry, glass, and sealants 1.02 QUALITY ASSU CE A. Provide primers produced by the same manufacturer as finish coats. Use only thinners approved by manufacturer and use only within recommended limits. B. Volatile Organic Compounds: (VOCs) Regulatory Requirements: Chapter III of Title 6 of the official compilafion of Codes, Rules and regulations of the State a New York (Title 6 NYCRR), Part 200 Architectural Surface Coatings. 1. Certificate of Compliance: Submit written certificafion stating that each coating product complies with the VOC regulatory requirements. C. Provide adequate numbers of workmen skilled in the necessary crafts and properly informed of the methods and materials to be used. D. Paint Coordination 1. Provide prime coats that are compatible with material being painted and compatible with surface preparation. Provide finish coats that are compatible with the prime coats used. 1.03 SUBMITTALS A. Manufacturer's Data: Submit copies of manufacturer's product data or specifications, including paint label analysis and application instructions for each coating, stripping and consolidation 099000 1 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 099000 - PAINTING & FINISHING material specified. Include surface flame spread rating and finish fire -rating class. Submit MSDS for each product. B. Samples: Submit samples for Architect's review of color and texture only. Compliance with all other requirements is the exclusive responsibility of the contractor. 1. Submit two samples each color, 12x12" on primed wood for siding, exterior and interior window trim C. Metal cresting submittal: submit marked up drawings or photographs identifying each section of existing metal cresting by number/identifier and location prior to detaching cresting from the roof. 1.04 DELIVERY AND STO " • GE A. Deliver all materials to the job site in original, ne bearing manufacturer's name and label. B. Gasoline or benzene shall not be brought on site, and unopened packages and containers C. Protect paints from freezing and store all materials in a single place, which is ventilated and kept neat and clean. Remove oily rags and waste from job site daily. D. Paints may not be stored, mixed or applied in spaces with finished floors or finished roofing without protective tarps or plastic sheets. 1.05 JOB CONDITIONS A. Protect adjacent unpainted materials from paint spills, drips, or overpainting. Mask adjacent materials if required. B. Do not apply water base paints when the temperature of surfaces to be painted and the surrounding air temperatures are below 50°F or will fall below 50° within 24 hrs. following painting, unless otherwise permitted by the paint manufacturer's printed instructions, C. Do not apply solvent -thinned paints when the temperature of surfaces to be painted and the surrounding air temperatures are below 45°F or will fall below 45° within 24 hrs, following painting, unless otherwise permitted by the paint manufacturer's printed instructions. D. Do not apply any paint when the relative humidity exceeds 85%.. or to damp or wet surfaces. Painting may be continued during inclement weather only if the areas and surfaces to be painted are enclosed and heated within the temperature limits specified by the paint manufacturer during the application and drying periods. PART 2- PRODUCTS 2.01 COLORS A. All colors will be selected by Architect. Where not specified in the Paint Schedule color selections will be made from manufacturersfull range of colors and color selections may be 099000- 2 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 099000 - PAINTING & FINISHING from one or more manufacturers. Regardless of manufacturer selected by the contractor, colors selected by the Architect must be accurately matched. A. Provide equivalent quality grade of various types of paints by one or more of the following manufacturers: Pratt & Lambert, Benjamin Moore, Devoe, Glidden Coatings, Sherwin Williams, PPG - Pittsburgh, Tnemec, RD Coatings USA. 1. Proprietary names used for materials and colors are not intended to exclude equivalent products of other acceptable manufacturers. Provide primer and finish coats by the same manufacturer B. Provide paints of durable and washable quality. Do not use paint materials that will not withstand normal washing as required to remove ordinary natural soiling, etc., without discoloration, loss of gloss, staining or other damage. 2.03 STRIPPING D CLE ING MATERIALS A. Paint stripper for galvanized metal: Non -caustic, biodegradable gel for use on paints. Stripping product shall not contain methylene chloride or methanol. 1. Enviro Klean SafStrip 8, by PROSOCO, or approved equal B Cleaning materials for wood: 1. Brushes: stiff, short -bristle, non-ferrous b 2. Water: potable (tap water) 3. Sandpaper: 80 -100 grit 4. Cleaning (& fungicide) solution: proprietary or non-proprietary sodium percarbonate (oxygen bleach) solution, either of the following: DeckBrite Wood Cleaner & Coating Prep by Wolman Wood Products (4«<w wolm tis ct b ): Solution: 3/4 C powder to 1 gallon lukewarm tap water (appox. 1:21 concentration), stirred to dissolve powder Powdered Sodium Percarbonate (lit min. 2oz. powder to lquart warm tap wate powder. P `:T 3 - EXECUTION 3.01 INSPECTION min. 1:16 concentration : Solution: reed to dissolve A. Applicator must examine the areas and conditions under which painting or treatment work is to be applied. Notify the Architect of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in an acceptable manner. B. Starting', of painting work will be construed as the Contractor's acceptance of the surfaces and conditions within any particular area. C. Do not paint over dirt, rust, scale, grease, moisture, markings, scuffed surfaces or conditions detrimental to the formation of a durable paint film. 099000- 3 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 099000 - PAINTING & FINISHING 3.02 SURFACE PREPA ' TION A. Perform preparation and cleaning procedures in strict accordance with the paint manufacturer's instructions and as herein specified, for each particular substrate condition, B. Wood, general: Prime new wood prior to delivery to the job site. Prime/seal edges, ends, face, undersides and backsides, C. New wood, painted finish: 1. Clean wood surfaces to be painted of oil, grease, all dirt and other foreign substances with scrapers, mineral spirits, and sandpaper, as required before priming. Wash with water and non-ionic detergent. Sand all wood surfaces with 80-120 grit sandpaper to break mill glaze. Sandpaper smooth those finished surfaces exposed to view, and dust off. 2. Scrape and clean small, dry, seasoned knots and apply a thin coat of white shellac or other approved sealer, before application of the priming coat, 3. After priming, fill holes and imperfections in surfaces with putty or plastic wood filler. Sandpaper smooth when dry. D. Existing exterior painted wood: 1. Hand scrape existing wood to remove all loose and flaking paint. Do not remove soundly adhered paint. Feather edges as required for sound base for new paint. Dull gloss on existing paint by sanding, as required, for adhesion of new finish. Remove and replace all previous caulking. 2. Clean wood surfaces with cleaning-fimgicide solution. Leave solution on wood for 20+ minutes, then brush and rinse with minimal water. 3. Prime bare wood within 24 hours. EMetal cresting (ferrous metal): 1. Cut welds between the sections of cresting and unbolt sections from roof mounts. Remove cresting from the building for stripping and painting in shop. Retain metal tags identifying the sections. Keep tags attached during shop operations or provide temporary means of identifying sections until reinstalled in their original locations. Retain sound and clean nuts and bolts for reinstallation or replace with new to match existing. 2. Strip existing paint from the sections of cresting down to the galvanized surface of the metal, Do not remove or damage galvanizing. Remove any residual corrosion with a brush or scraper. 3. Strictly follow the manufacturer's instructions and recommendations regarding shelf life storage, handling, preparation, use, removal and clean up of all chemical strippers. a. Do not dilute stripper unless specifically recommended by the manufacturer b. Any method of stripper application recommended by the manufacturer is acceptable, including dipping, spraying, brush or roller application 4. Clean both faces of the top plate of the roof mounts of paint and rust. Do not remove or damage galvanizing. Avoid overspill of stripper when executing cleaning on the roof. Mask adjacent materials if necessary, clean up overspill promptly. Collect all stripper and rinse water into containers and remove from the roof. Do not drain water containing chemicals into the roof drains. 5. Reinstall cresting in original locations. Bolt to roof mounts, adjust alignment between sections and weld sections together as originally welded. 3.03 MATERIALS PREP ' TION 099000- 4 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 099000 - PAINTING & FINISHING A. Mix and prepare painting materials in accordance with manufacturer's directions. B. Stir materials before application to produce a mixture of uniform density and stir as required during application of the materials. Do not stir surface film into the material. Remove the film and if necessary, strain the material before using. 1. Pigmented paints should be mechanically agitated or blended before application. 2. Allow mechanically agitated latex paints to stand one hour before application. C. Do not thin paints, except as specifically recommended by manufacturer. 3.04 PAINT APPLICATION A. Removal of roof cresting, and preparation and painting of roof mounting plates should be executed prior to roofing removals. Do not paint nuts and bolts that will be reused. B. Prime edges of wood boards that have been cut or trimmed in the field within 24 hours of installation C. Apply paint in accordance with the manufacturer's directions. Use applicators and techniques best suited for the type of material being used. D. Apply additional coats when undercoats, stains or other conditions show through the final coat of paint, until the paint film is of uniform finish, color and acceptance. E. Sand lightly between each succeeding enamel coat. F. Minimum Coating Thickness: Apply each material at not less than the manufacturers recommended spreading rate, to provide a total dry film thickness of not less than 5.0 mils for the entire coating system of prime and finish coats for three (3) coat work, unless greater dry film thickness (DFT) is indicated in the Paint Schedule. G. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. 3.05 CLE -UP A. Retouch or refinish damaged or incomplete surfaces as required. B. Upon completion, clean any paint -splattered surfaces. C. Turn over to Owner all opened containers of paint containing at least one-fourth (1/4) their original volume and all unopened containers that have been mixed specifically for this project. Note on the top of the container the paint designation from the approved finish schedule. D. Retain empty paint cans until certification by Architect of 100% completion of painting. 3.06 PROTECTION 099000- 5 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 099000 -- PAINTING & FINISHIING A. Protect work of other trades, whether to be painted or not, against damage by painting and finish work. Correct any damages by cleaning, repairing, or replacing, and repainting, as directed by the Architect. B. Provide "Wet Paint" signs as required to protect newly painted 3.07 PAINTING SCHEDULE A. Exterior wood, including siding, trim, rafter tails, soffits and fascia: 1. Primer: Benjamin Moore Moorcraft Super Spec Latex Exterior Primer 169 2. Finish Coats: 2 coats Benjamin Moore MoorGlo N096 100% Acrylic House & Trim Paint 3. Apply additional finish coat to exposed end grain surfaces B. Painted wood, interior: 1. Primer: Moore's Alkyd or Latex Enamel Underbody (except at factory primed windows) 2. Finish coats: 2 coats Benjamin Moore ProClassic Waterborne Interior Acrylic Semi -Gloss Enamel. 3. Color: match interior color of pre -finished windows C. Painted . sum board or plaster, interior: 1. Primer: Benjamin Moore Ultra Spec 500 Interior Latex Primer (for unpainted surfaces); Benjamin Moore Stix Waterborne Bonding Primer for previously painted surfaces . Finish coats: 2 coats Benjamin Moore Ultra Spec 500 Interior Eggshell Finish. Provide finish coats over the entire wall or ceiling surface inside the dormer. Color` to match existing color in each room where .sum board repairs are D. Exterior galvanized ferrous metal: 1. Primer: Tenemec Series 66 2. Finish coats: 2 coats Tenemec Series 1029 Enduratone Color: black ade. END OFSECTION Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 264100 - LIGHTNING PROTECTION PT1 GENE 1.01 DESCRIPTION OF WO A. Scope of work: partial removals of existing lightning protection system as indicated on the drawings and reinstallation of removed sections following completion of the roof replacement work to restore complete and certified system for the building. 1. Reuse of Existing Equipment: Retain ground rods, and reuse existing conductor cables and terminals to the greatest extent feasible. Replace terminal mounting bases and cable holders. 2. Restore all connections to parts of the building's lightning protection system being retained in place for a complete, functional whole building system 3. Master Label re -certification of the portions of the system included in the Work B. System Design: The work covered by this section consists of furnishing all labor, materials and items of service required for a complete functional lightning protection system for the areas of the building included in the project work, approved by the architect and in accordance with the applicable contract drawings and current UL and NFPA standards. If any departure from the contract drawings or submittal drawings covered below are deemed necessary by the Contrac details of such departures and reasons therefore shall be submitted as soon as practical to the architect and engineer for approval. 1. The lightning protection system on the building was designed and installed by Crowley Lightning Protection Systems, Auburn, NY in 1998. A. Standards: The latest issue of the following specifications and standards fo specification: 1. Underwriters Laboratories, Inc., (UL) Installation Requirements for Lightning Protection Systems, UL 96A 2. National Fire Protection Association, (NFPA) Standard for the Installation of Lightning Protection Syste 3. Underwriters Laboratories, Inc., Lightning Protection Components, UL 96 s, NFPA 780 B. The lightning protection system shall conform to the requirements and standards for Class II (with Class I below 75 ft.) lightning protection systems of UL and NFPA. C. The system shall be installed by a lightning protection contractor who is listed by Unde. Laboratories, Inc. D. The installation shall be accomplished by an experienced lightning protection installation company with at least 5 years documented experience and that is listed with Underwriters Laboratories for lightning protection installation. 1.03 SUBMITTALS 264100-1 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 264100 LIGHTNING PROTECTION A. Drawings: Complete design drawings showing the type, size, and locations of all grounding, down conductors, through -roof / through -wall assemblies, roof conductors, and air terminals shall be submitted to the architect for approval. Drawings shall include typical mounting details of terminals and conductors. B. Product Data: Product data for each component in the system, including dimensions, UL 96 listing, and manufacturer's applicable installation instructions and details. ateriais, C. Record Documents: Submit electronic files of record drawings of the system as -built in accordance with the Divsion 1 General Requirements. Accurately record actual locations of air terminals, grounding electrodes, bonding connections, and routing of system conductors. Include record submittal of products used. 1.04 JOB CONDITIONS P A. Coordinate and;; sequence the scheduling of removals, and installation with the roofing T 2 PRODUCTS 2.01 MANUFACTURER . A. Equipment to be furnished under this specification shall be the standard product of a manufacturer regularly engaged in the production of lightning protection equipment and shall be the manufacturer's latest approved design. The equipment shall be UL listed and properly UL labeled. Except as indicated herein, all equipment shall be new, and of a design and construction to suit the application where it is used in accordance with accepted industry standards and UL and NFPA requirements. 1. Manufacturer: East Coast Lightning Equipment, Inc;, Winsted, CT., or approved equal. ork 2.02 MATERIALS AND EQUIPMENT A. Equipment: a complete lightning protection system in with the specifications and standards of the most current editions of the National Fire Protection Association's Lightning Protection Standard NFPA-780, and Underwriters Laboratories Lightning Protection Standard UL96-A. B. Materials: All lightning protection materials and components shall comply in weight, size and composition with UL 96 and NFPA-780 lightning protection material requirements for this type of structure. All materials shall be copper, bronze, or stainless steel. Aluminum components shall be used in locations where system components are mounted to aluminum surfaces to avoid galvanic corrosion of dissimilar metals. Class I materials shall be used on structures not more than 75 feet in height. Class II materials shall be used on structures over 75 feet in height T 3 EXECUTION 3.01 INSTALLATION 264100-2 Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements SECTION 264100 - LIGHTNING PROTECTION A. All equipment shall be installed in a neat, workmanlike manner. The system shall consist of a complete conductor network at the roof and include air terminals, connectors, splicers, bonds, down leads and proper ground terminals. B. Field verify existing measurements. Verify that surfaces are ready to receive installation of the system. Beginning of installation means that the installer accepts existing conditions. C. System shall be installed in accord with the current edition of U.L. 96A 1. No ferrous fasteners or ferrous holding devices, other than stainless steel are permitted as permanent fasteners 2. Installation shall be made in as inconspicuous a manner as feasible. Conductors shall be mounted on the backside of parapets to the greatest extent feasible. 3. Conductors shall be connected to building steel. 3.02 COORDINATION A. The lightning protection installer will work with other trades to ensure a correct, neat and unobtrusive installation. The roofing contractor will be responsible for sealing and flashing all lightning protection roof penetrations as per the roof manufacturer's recommendations. 1. Design layout of the system is intended to not require any new penetrations or attachments through roofing materials. Should the need arise to penetrate roofing, consult with the Architect before proceeding. B. It shall be the responsibility of the lightning protection installer to assure a sound bond to ground systems. 3.03 INSPECTION & CERTIFICATION A. Upon completion of the installation, the installer shall furnish the Owner with written certification that the system in the work area is complete, functional and installed in accordance with the UL and NFPA standards references. UL Master Label certification and certification of the existing system on the remainder of the building are not required. 3.04 GUA TEE A. Lightning protection contractor shall make good any faults or defective or improper materials and workmanship that appear in the work within one year from the date of final acceptance of the work. END OF SECTION 264100-3 SAGE HALL LOW SLOPE ROOF REPLACEMENT INTERIOR FACING DORMER IMPROVEMENTS Cornell University, 114 East Ave., Ithaca, New York 6' •OUGLAS OWNER & CLIENT: INSTALL OVERHEAD PROTECTION DOUGLA 8' DOU�IRRLAS • OUGL• DUGLAS 8' FAZ IER FIR, 6' S NG 6'S•PLING 8' DOUGLAS 10'I MAPLE Hy 0 CORNELL UNIVERSITY FACILITIES AND CAMPUS SERVICES, ENGINEERING & PROJECT MANAGEMENT Humphreys Service Building Ithaca, NY 14850 TRAFFIC SIGN ARCHITECT: ARGUS ARCHITECTURE Agus & PRESERVATION, P.C. 297 River Street, Suite 203 Troy, New York 12180 Tel. 518-272-8440 HDCP SIGN INSTALL OVERHEAD PROTECTION \ 9' OAK LIST OF DRAWINGS: C COVER EX1 EXISTING ROOF PLAN NORTH SECTION EX2 EXISTING ROOF PLAN - SOUTH SECTION Al REMOVALS PLAN A2 ROOF PLAN - NORTH SECTION A3 ROOF PLAN SOUTH SECTION A4 ROOF ELEVATIONS & WINDOW SCHEDULE A5 WINDOW & DORMER DETAILS A6 ROOF DETAILS A7 ROOF DETAILS A8 ROOF DETAILS & SOUTH EAST GUTTER ROOF A9 ROOF DETAILS 4' OAK 0 PROVIDE DIRECTIONAL SIGNAGE WALKWAY CLOSED TO PUBLIC 6' TREE 0 INSTALL OVERHEAD PROTECTION MAINTAIN STAIR ACCESS AT ALL TIMES RANE STAGING COORDINATE USE MAINTAIN STAIR ACCESS AT ALL TIMES PARKING SPOTS CLOSED WHEN CRANE IN USE OLIN HALL AFF IC GN (6) SAPLY\GS 1O0STOP SIGN 10' OAK 0 ASPHALT 0 12' OAK 141' OAK CONCR AS ALT WALK CONCRETE \WALK \ STOP SIGN SITE PLAN KEY ROOf AREAS AND ELEVATIONS ARE FOR IN . 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MOMWAIMI ==IMEN mmai ° 9 ;/ 0 ' AREA = 3,425 SF 0 • 0 y / '1!!!!rgiiilliiii11111 t•'' 0 i,--_- - 1. ... 0 , , 0 0 h '4 0 0 o 0 , ' / ' / 0 0 h 0 v h 0 North i 0 4 9 •/ , 0 V • ° , 0 / al 0 h Mh-r- Ink411W±' 0 ' h h ' /, 0 h 0 . 0 ', 0 • 0 , h 0 0 ° MATCH LINE - I /EX I 1101.1114 ,4\71 / )iffXl • va ,440,.thd„)...,0 • •I o , h dfielfo' 00' h0 , ,,V,V , o 1.47* 6 'hil.1.4/... 0 0 , ' •Irli ' Mr./ 0 =MID OIND ...... — ''t X 'ILV @, 06 „ • , •••,, - mir •4‘.." rfr- V, '4 ° 9 , • h , • • q3* .6.94,.'h 4 " " 0'• 0'. ',,,,,,/, omliihagy,waila , 0 V 0 V '/ 1941141 4 • I ' / 00 t , o'h , 0 . y 0 ey ' lilliNIIIIN / / h 1111111111 0 •/ % I ' /' 0 0 ' FAKTIAL Roof FLAN _. NoRTh lel REMOVAL NOTES: REMOVE MEMBRANE ROOFING, MEMBRANE FLASHINGS, ROOF MATS, COVER BOARDS, UNDERLAYMENT, $ INSULATION DOWN TO EXISTING METAL VOR WOOD DECK. EXISTING ROOF DRAINS, PLUMBING VENTS, AND ROOF HATCHES TO REMAIN. 2. LEAD -COATED COPPER* ZINC FLASHINGS $ COPINGS TO REMAIN FOR REUSE. REPLACE ANY FASTENERS DAMAGED DURING REMOVAL OF MEMBRANE ROOFING $/OR FLASHINGS. 3. INSPECT ENTIRE METAL ROOF DECK. DOCUMENT ANY AREAS WITH CORROSION VOR DAMAGE AND REPORT TO ARCHITECT. 4. LIGHTNING PROTECTION: REMOVAL WORK TO BE PERFORMED BY LIGHTNING PROTECTION SYSTEM CONTRACTOR THAT WILL REINSTALL SYSTEM. DISCONNECT $ REMOVE CABLES, AIR TERMINALS, TEES, MOUNTS, CABLE CLAMPS, CABLE HOLDERS, $ BASES THAT ARE PART OF THE LIGHTNING PROTECTION SYSTEM WITHIN ROOF REMOVAL AREA. SALVAGE ALL CABLES, AIR TERMINALS, $ CABLE CLAMPS FOR REUSE. ThRU-ROOF GROUND TERMINALS TO REMAIN IN PLACE. LABEL $ DOCUMENT LOCATIONS OF ALL COMPONENTS TO BE REUSED PRIER TO REMOVAL. 5. MANSARD ROOFS: REMOVE LOWER SLATE COURSES TO PERMIT REMOVAL OF MEMBRANE FLASHING AND INSTALLATION OF NEW COPPER* MEMBRANE FLASHINGS $ RECEIVERS. REMOVE SLATE IN PYRAMIDS (TO REMOVE A DIMINISHING NUMBER OF SLATES FROM NIGHER COURSES) TO MINIMIZE THE NUMBER OF BIBS AT REINSTALLATION. SALVAGE ALL SOUND AND UNDAMAGED SLATE FOR REINSTALLATION. REMOVE MEMBRANE ROOFING APPROXIMATE AREA OF SLATE ROOFING REMOVAL. ROOF KEY: ROOF ACCESS AND/OR SMOKE HATCH El ROOF DRAIN ROOF VENT Cr)ELECTRIC DE-ICING CABLES x LIGHTNING PROTECTION AIR TERMINAL ®G LIGHTNING PROTECTION ThRU-ROOF GROUND ----- LIGHTNING PROTECTION CABLE TAGGED REMOVALS REMOVE DEICING SYSTEM. O CUT WELDS BETWEEN CRESTING SECTIONS. UNBOLT CRESTING SECTIONS FROM SUPPORT BASES AND REMOVE FOR CLEANING $ PAINTING OFF SITE. METAL SUPPORT BASES TO REMAIN IN PLACE. REMOVE WINDOW UNIT $ WOOD SILL. REMOVE INTERIOR. TRIM $ STOOLS AS REQUIRED FOR INSTALLATION OF NEW WINDOW UNITS $ REINSTALL. METAL LOUVER TO REMAIN. HOLLOW METAL DOOR TO REMAIN. REMOVE PLYWOOD SIDING ON DORMER. REMOVE WOOD APRONS AND WOOD TRIM AT HEAD $ JAMBS. Architecture Preservation, P.C. 297 River Street, Suite 203 Troy, New York 12180 Tel. (518) 272-8440 Fax (518) 272-8445 email argus@argusarch.com www.argusarch.com REMOVE $ SALVAGE LCC FASCIA FOR REINSTALLATIONw'rws 7"'" %a."' 'rif•vtr4";12;ZZISiaTZSIZZift;nitZtZZIVIZZZ;S= • ;!ice 2��aa3a2wta►.3.2w�.�wZa2Lr3.7447;.37,7c :17 -C..737, -Y+ -3-"Z 7�7�7�L��T� ����������������������������������1•�� SAGE HALL LOW SLOPE ROOF REPLACEMENT AND INTERIOR PACING DORMER IMPROVEMENTS Cornell University 114 East Ave. Ithaca, NY 14850 100% CONSTRUCTION DOCUMENTS DISCONNECT, REMOVE $ SALVAGE BOTTOM SECTION OF LEADER FOR REINSTALLATION ELECTRICAL CONDUIT TO REMAIN REMOVE FLOOD LIGHTS, BATTERIES, $ PHOTO CELL ONLY IF REQUIRED FOR REMOVAL AND/OR INSTALLATION OF MEMBRANE ROOFING. F�•i Cornell University Y Facilities and Campus Services, Engineering and Project Management Humphreys Service Building Ithaca, NY 14850 • ROOF NOTES: WHERE INSTALLATION OF NEW MODIFIED BITUMEN ROOFING IS INDICATED, INSTALL 3 PLIES OF MODIFIED BITUMEN (CAP SHEET AND 2 BASE PLIES) OVER 1/2 COVER BOARD, 2 LAYERS RIGID INSULATION, VAPOR RETARDER, AND 1/2" COVER BOARD OVER EXISTING DECK. INSTALL LIQUID MEMBRANE FLASHINGS. INSTALL ADDITIONAL TAPERED INSULATION WHERE INDICATED. SEE SPECIFICATIONS. • REINSTALL SALVAGED LIGHTNING PROTECTION SYSTEM COMPONENTS IN ORIGINAL CONFIGURATION. PROVIDE NEW AIR TERMINAL BASES AND CABLE HOLDERS. INSTALL CABLE HOLDERS EVERY 3'-0" MIN. SEE SPECIFICATION. • MANSARD ROOFS: a. WHERE SLATE ROOFING HAS BEEN REMOVED, INSTALL ICE $ WATER SHIELD MEMBRANE OVER ALL EXPOSED DECKS STARTING FROM THE BOTTOM OF ROOF SLOPES AND WORKING UP THE SLOPE FOLLOWING MANUFACTURERS INSTRUCTIONS. INSTALL NEW #30 ROOF FELT UNDERLAYMENT. LAP EXISTING UNDERLAYMENT MINIMUM OF 2" OVER NEW UNDERLAYMENT $ STRIP IN WITH MASTIC. INSTALL NEW COPPER RECEIVERS $ ZINC -COATED COPPER (ZCC) CAP FLASHING TO EXTEND OVER MEMBRANE FLASHINGS. NEW SLATE TO MATCH EXISTING IN SIZE $ COLOR. SUBMIT PRODUCT INFORMATION AND 2 SLATE SAMPLES TO ARCHITECT FOR APPROVAL. LAY SLATES TO MATCH EXISTING PATTERN AND EXPOSURE. EVENLY MIX NEW SLATE WITH SALVAGED SLATE. DOUBLE SLATE AT EAVES, WITH 1" PROJECTION FROM EDGE OF EAVE. DOUBLE NAIL SAVE SLATES. SECURE SLATE WITH HARD COPPER FLAT HEAD SLATING NAILS, NO. I 0 STUBBS GAUGE, LENGTH A5 REQUIRED TO PENETRATE MIN. 1/2" THROUGH EXISTING DECK. NAIL SLATES OVERLAPPING FLASHING TO AVOID PUNCTURING FLASHING. DO NOT NAIL SLATES TIGHTLY. AT TOP OF PYRAMIDS, SLIDE NEW SLATE INTO POSITION AND SECURE WITH ONE NAIL INSERTED BETWEEN THE VERTICAL JOINT OF THE SLATES ON THE COURSE ABOVE. FRICTION FIT A 3" X 8" COPPER BIB COVERING THE NAIL HEAD. \\ZA REMOVE $ SALVAGE ROOF CRESTING IN SECTION. CLEAN AND PAINT METAL. REINSTALL AFTER INSTALLATION OF ROOFING MODIFIED BITUMEN ROOFING INSTALL MODIFIED BITUMEN ROOFING OVER TAPERED RIGID INSULATION TO CORRECT ROOF SLOPE TOWARD ROOF DRAINS. INSTALL MODIFIED BITUMEN ROOFING OVER TAPERED RIGID INSULATION. SLOPE TO MATCH EXISTING. LIQUID MEMBRANE ROOFING NYS CODE: OCCUPANCY CLASSIFICATION: MIXED; A-2, A-3 $ B CONSTRUCTION TYPE: TYPE 513 CLASSIFICATION OF WORK: ALTERATION LEVEL 1 REFERENCE SECTIONS: 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (REVISED AUGUST 2016), PART 1 . 1 5 AMENDMENTS TO SECTION C501.6 (HISTORIC BUILDINGS): "SECTION C50 I.6 OF THE 2015 COMMERCIAL PROVISIONS SHALL BE DEEMED TO BE AMENDED TO READ A5 FOLLOWS: C501.6 HISTORIC BUILDINGS. NO PROVISIONS OF THE 2015 IECC COMMERCIAL PROVISIONS (AS AMENDED)RELATING TO THE CONSTRUCTION, REPAIR, ALTERATION, RESTORATION, AND CHANGE OF OCCUPANCY SHALL BE MANDATORY FOR HISTORIC BUILDINGS." LIGHTNING x LIGHTNING ®G LIGHTNING ----- LIGHTNING PROTECTION PROTECTION PROTECTION PROTECTION KEY AIR TERMINAL THRU-ROOF GROUND CABLE Architecture Preservation, P.C. 297 River Street, Suite 203 Troy, New York 12180 Tel. (518) 272-8440 Fax (518) 272-8445 email argus@argusarch.com www.argusarch.com Ah /I ***44bitt\tt97-1eX"13 NEW ZINC COATED COPPE (ZCC) COPING INSTALL NEW THRU-ROOF GROUND TERMINAL CONNECTED TO STEEL FRAME AT FORMER HANDRAIL BASE. CONNECT TO LIGHTNING << PROTECTION CABLE ON SKYLIGHT ---;"> SAGE HALL LOW SLOPE ROOF REPLACEMENT AND INTERIOR FACING DORMER IMPROVEMENTS Cornell University 114 East Ave. Ithaca, NY 14850 100% CONSTRUCTION DOCUMENTS 24 X 24 X 2" PRECAST CONCRETE PAVER (COLOR TO BE SELECTED BY ARCHITECT) ON MANUFACTURED PAVER PEDESTAL. PAVE -EL MODEL 4X BY ENVIROSPEC INC. OR ARCHITECT APPROVED EQUAL. INSTALL NEW THRU-ROOF GROUND TERMINAL CONNECTED TO STEEL FRAME AT FORMER HANDRAIL BASE. <- CONNECT TO LIGHTNING PROTECTION CABLE ON SKYLIGHT F ; INSTALL NEW ZCC CAF' �"- FLASHING AROUND PERIMETER OF TOWER Univers it Y Facilities and Campus Services, Engineering and Project Management Humphreys Service Building Ithaca, NY 14850 ROOF NOTES. NYS CODE. , .. :. ... A-2, I . WHERE INSTALLATION OF NEW MODIFIED BITUMEN ROOFING IS INDICATED, INSTALL 3 PLIES OF MODIFIED MODIFIED BITUMEN ROOFING FI OCCUPANCY CLASSIFICATION: MIXED; A-3 $ B LIGHTNING PROTECTION KEY CONSTRUCTION TYPE: TYPE 5 B BITUMEN (CAP SHELI AND 2 BASE PLIES) OVER 1/2" COVER BOARD, 2 LAYERS RIGID INSULATION, VAPOR x LIGHTNING PROTECTION AIR TERMINAL RETARDER, AND 1/2" COVER BOARD OVER EXISTING DECK. INSTALL LIQUID MEMBRANE FLASHINGS. INSTALL INSTALL MODIFIED BITUMEN ROOFING CLASSIFICATION OF WORK: ALTERATION LEVEL I THRU-ROOF GROUND f . ADDITIONAL TAPERED INSULATION WHERE INDICATED. SEE SPECIFICATIONS.OVER COMPONENTS IN ORIGINAL CONFIGURATION. 2. REINSTALL SALVAGED LIGHTNING PROTECTION SYSTEM COMROOF PROVIDE NEW AIR TERMINAL BASES AND CABLE HOLDERS. INSTALL CABLE HOLDERS EVERY 3'-0" MIN. SEE TAPERED RIGID INSULATION TO CORRECT SLOPE TOWARD ROOF DRAINS. REFERENCE SECTIONS: eG LIGHTNING PROTECTION ------ LIGHTNING PROTECTION CABLE SPECIFICATION. 3. MANSARD ROOFS: \ \� INSTALL MODIFIED BITUMEN ROOFING OVER TAPERED RIGID INSULATION. SLOPE TO 20 16 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (REVISED AUGUST 20 16), PART 1 1 5 AMENDMENTS TO SECTION C501 a. WHERE SLATE ROOFING HAS BEEN REMOVED, INSTALL ICE S WATER SHIELD MEMBRANE OVER ALL MATCH EXISTING. . .6 (HISTORIC BUILDINGS): Architecture EXPOSED DECKS STARTING FROM THE BOTTOM OF ROOF SLOPES AND WORKING UP THE SLOPE LIQUID MEMBRANE ROOFING "SECTION C501.6 OF THE 20 / 5 COMMERCIAL PROVISIONS FOLLOWING MANUFACTURERS INSTRUCTIONS. INSTALL NEW #30 ROOF FELT UNDERLAYMENT. LAP EXISTING UNDERLAYMENT MINIMUM OF 2" OVER NEW UNDERLAYMENT * STRIP IN WITH MASTIC. b. INSTALL NEW COPPER RECEIVERS * ZINC -COATED COPPER(ZCC)CAP FLASHING TO EXTEND OVER MEMBRANE FLASHINGS. c. NEW SLATE TO MATCH EXISTING IN SIZE $ COLOR. SUBMIT PRODUCT INFORMATION AND 2 SLATE SAMPLES TO ARCHITECT FOR APPROVAL. c . LAY SLATES TO MATCH EXISTING PATTERN AND EXPOSURE. EVENLY MIX NEW SLATE WITH SALVAGEDemail F SLATE. DOUBLE SLATE AT EAVES, WITH 1"PROJECTION FROM EDGE OF EAVff. DOUBLE NAIL EAVE SHALL BE DEEMED TO BE AMENDED TO READ AS FOLLOWS: C501.6 HISTORIC BUILDINGS. NO PROVISIONS OF THE 2015 IECC COMMERCIAL PROVISIONS (AS AMENDED)RELATING TO THE CONSTRUCTION, REPAIR, ALTERATIOPI, RESTORATION, AND CHANGE OF OCCUPANCY SHALL BE MANDATORY FOR HISTORIC BUILDINGS. Preservation, P.C. Suite 297 River Street, Suite 203 Troy, New York 12180 Tel. (518)272-8440 Fax (518) 272-8445 argus@argusarch.com www.argusarch.com SLATES. NAILS, NO. 10 STUBBS GAUGE, LENGTH e. SECURE SLATE WITH HARD COPPER FLAT HEAD SLATING S, G , L G AS REQUIRED TO PENETRATE MIN. 1/2" THROUGH EXISTING DECK. NAIL SLATES OVERLAPPING FLASHING TO AVOID PUNCTURING FLASHING. DO NOT NAIL SLATES TIGHTLY. f. ATT P Of PYRAMIDS, SLIDE NEW SLATE INTO POSITIONAND SECURE WITH ONE NAIL INSERTED BETWEEN THE VERTICAL JOINT OF THESLATES ON THE COURSE ABOVE. FRICTION FIT A 3" X 8" COPPER BIB COVERING THE NAIL HEAD. ra SAGE HALL LOW SLOPE ROOF REPLACEMENT \ MATCH LINE I A I � \ MATCH LINE - I A I AND INTERIORTERI R■�\ ri. c r . , ' .. � *!f. LINE I /A2 iyi' vMATCH . f+f:•r . fsfi, r,+. ,. r. �.a f MATCH LINE I /A2 WA \ - R�� \_.„ E N DORMER RM G ,-,- 2. .. \,\\FACING ■ 111911 IMPROVEMENTS SO\ \\ �\ 1\\ \\\ \ a\\ CornellUniversity x . \\ - s� .111111 --- .-,---- - HVAC EXHAUST �s\ �\ � sP\\ 114 East Ave.CHIMNEY �\\SIM \ \\ A \a\-�= \\ I haca1 owe' c. NvCa INSTALL NEW THRU ROOF G OUNDTERINAL a. >CONNECTED TOSTEEL FRAME AT FORMER T�a .\\N\NN ' 0N00/YO14850 ELEVATORNUM e HANDRAIL BASE. CONNECT TO LIGHTNING" k4..h."41. ,P OTECTION CABLE ON SKYLIGHT > '� e -- BUL HEAD: - - .�1 \ — — CONSTRUCT ION, , r it t ..\\\\\\ $1.\\ �._ DOCUMENTS }� -'Y !' ;-n 1 i �t 1, f - g i- 0 14., 151M M i 1 ,, ,,,, ,, ,,, 1 __ M ' i i i INSTALL NEW ICE t MELT SYSTEM INSIDE GUTTER .., ,. ..,. 0 REPOINT CHIMNEY. LEADER — — S CoS N.I.C. `<i A =— _ D4 _y r . _. - - - 1- a 11 A8 r F a A 8 j 1 _ _ i� i� i' \ i� 1 ® e - LCCornell , _ _ ice _ '1 �/ REMOVE $ SALVAGE ROOF CRESTING IN T Universit ..��:— SCTION. CLAN AND PAINT MTAL. REINSTALL — AFTER INSTALLATION OF ROOFING \% � Facilities Campus /� %\ and En _ Services, ring gineye -- , - - and Project 471 � Management II I I [ 11 1 A 1 111 II 1 Humphreys iA‘4L Service Building g PARTIAL ROOF PLAN SOUTH Ithaca, NY 14850 1 __ A3 1/8" = 1'-0" nn North 5/9/2019 ROOD �i,N C; , SOU 0 H 6 Architecture Preservation, P.C. PROVIDE NEW WINDOW $ TRIM DOOR TO REMAIN. REMOVE $ REINSTALL ThREshOLD TO INSTALL ROOFING $ FLASKING REPLACE CHEEKWALL SIDING ON ALL 13 DORMERS. RETAIN EXIST. SIDEWALL FLASHING. PROVIDE ICE $ WATER SHIELD ON ENTIRE CHEEKWALL, OVER FLASHING $ UNDER SIDING. 297 River Street, Suite 203 Troy, New York 12180 Tel. (518) 272-8440 Fax (518)272-8445 email argus@argusarch.com www.argusarch.com 1 1 1 1 1 1 1 1 1 1 O = O O O O O O O EXIST. LOUVER TO REMAIN NEW WD. SHOP FABRICATED APRON NEW 2/2 Sh WINDOW UNIT, TYP. REPLACE FACE TRIM (JAMB $ HEAD PROVIDE EXTENDED SILL W/ ON ALL DORMERS. PROFILES TO WINDOW UNIT TO MATCH EXISTING. MATCH HISTORIC TRIM. SEE DETAILS I /A5 $ 3/A5. REPLACE WD. APRON, TYP. EAST ELEVATION WEST MANSARD 1 /8" = I '-0" REMOVE SLATE IN PYRAMIDS TO MINIMIZE BIBS SECURE REINSTALLED SLATES ALONG PYRAMID W/ 2 NAILS EACH, TYP. STARTER* BOTTOM COURSE W/ I " OVERHANG EXISTING SLATE SALVAGED SLATE. EXPOSURE TO MATCH EXISTING. MANSARD ROOF SLATE REMOVAL REPLACE FACE TRIM (JAMB $ HEAD ON ALL DORMERS. PROFILES TO MATCH HISTORIC TRIM. SEE DETAILS 2/A5 $ 4/A5. NEW 2/2 SH WINDOW UNIT, TYP. PROVIDE EXTENDED SILL WITH WINDOW UNIT TO MATCH EXISTING. EXIST. LOUVER TO REMAIN NEW WD. SHOP FABRICATED APRON I� r— DOOR TO REMAIN. REPLACE FACE TRIM (JAMB $ HEAD ON ALL DORMERS. PROFILES TO MATCH HISTORIC TRIM. SEE DETAILS 2/A5 $ 4/A5. NEW 2/2 Sh WINDOW UNIT, TYP. PROVIDE EXTENDED SILL WITH WINDOW UNIT TO MATCH EXISTING. 1 1 1 1 ' ' ' 1 I 111 I1 1I REPLACE WD. APRON, TYP. REMOVE $ REINSTALL THRESHOLD TO INSTALL ROOFING $ FLASHING REPLACE CHEEKWALL SIDING ON ALL 12 DORMERS. RETAIN EXIST. SIDEWALL FLASHING. PROVIDE ICE $ WATER SHIELD ON ENTIRE CHEEKWALL, OVER FLASHING $ UNDER SIDING. REPLACE CHEEKWALL SIDING ON ALL 12 DORMERS. RETAIN EXIST. SIDEWALL FLASHING. PROVIDE ICE $ WATER SHIELD ON ENTIRE CHEEKWALL, OVER FLASHING $ UNDER SIDING. REPLACE WD. APRON, TYP. INSTALLATION DIAGRAM SAGE HALL LOW SLOPE ROOF REPLACEMENT AND INTERIOR FACING DORMER IMPROVEMENTS Cornell University 114 East Ave. Ithaca, NY 14850 100% CONSTRUCTION DOCUMENTS WEST ELEVATION EAST MANSARD I /8" = 1 '-0" WINDOW/DORMER SCHEDULE SOUTH ELEVATION - EAST MANSARD I /8" = 1 '-0" Window/DormerTYPE NO. NO.OF LIGHTS R.O. Size Dormer Width Details NOTES FOURTH FLOOR (ROOF) 4.05b SH 2/2 3'-0" x 4'-0" 4'-6 1/2" 1/A5, 3/A5 4.05c Door 5'-1 1/4" 1/A5, 3/A5, 7/A7 Door to remain 4.06 Louver 4'-1 1/4" 1/A5, 3/A5 Louver to remain 4.07 SH 2/2 2'-6 1/4" x 4-5 1/4" 4'-1 1/4" 1/A5, 3/A5 4.08 SH 2/2 2'-6 1/4" x 4-5" 4'-1" 1/A5, 3/A5 4.09 SH 2/2 2'-6 1/4" x 4-5" 4'-0 1/2" 1/A5, 3/A5 4.10 SH 2/2 2'-6 1/4" x 4-5" 4'-0 1/2" 1/A5, 3/A5 4.11 SH 2/2 2'-6 1/4" x 4-5" 4'-0 3/4" 1/A5, 3/A5 4.12 SH 2/2 2'-6 1/4" x 4-5" 4'-0 1/2" 1/A5, 3/A5 4.13 SH 2/2 2'-6 1/4" x 4-5" 4'-0 1/2" 1/A5, 3/A5 414 SH 2/2 2'-6 1/4" x 4-5" 4'-0 3/4" 1/A5, 3/A5 4.15 SH 2/2 2'-6 1/4" x 4-5" 4'-0 3/4" 1/A5, 3/A5 4.16 SH 2/2 2'-8 1/4" x 3'- 11" 4'-1 1/2" 1/A5, 3/A5 4.59 SH 2/2 2'-8" x 4'- 4 34/" 4'-6 1/2" 2/A5, 4/A5 4.60 SH 2/2 2'-8 1/2" x 4'-5" 4'-6 1/2" 2/A5, 4/A5 4.61 SH 2/2 2'-81/2"x4'-5" 4'-6 1/2" 2/A5, 4/A5 4.62 SH 2/2 2'-8 1/2" x 4'-5" 4'-6 1/2" 2/A5, 4/A5 4.63 SH 2/2 2'-8 1/2" x 4'-5" 4'-6 1/2" 2/A5, 4/A5 4.64 SH 2/2 2'-8 1/4" x 4'-5" 4'-6 1/4" 2/A5, 4/A5 4.65 SH 2/2 2'-8 1/2" x 4'-5" 4'-5 3/4" 2/A5, 4/A5 4.66a Louver 4'-6 1/4" 2/A5, 4/A5 Louver to remain 4.66b Door 5'-2" 1/A5, 3/A5, 8/A7 Door to remain 4.39 SH 2/2 2'-8 1/4" x 4'-5 1/2" 4'-6 1/2" 2/A5, 4/A5 4.40 SH 2/2 1'-10" x 5-0 1/2" 6'-0 1/2" 2/A5, 4/A5 Single dormer, sash 4.40 & 4.41 with horiz. mullion 4.41 SH 2/2 1'-10" x 5-0 1/2" 2/A5, 4/A5 Single dormer, sash 4.40 & 4.41 with horiz. mullion 4.42 SH 2/2 2'-8 1/4" x 4'-5 1/2" 4'-6 1/2" 2/A5, 4/A5 Assumed size, not accessible for measuring Total Window Units 22 Total Dormers 25 EXISTING SLATE ROOFING II II II II II EXISTING SLATE ROOFING NEW ZCC FLASHING $ DRIP NEW ZCC FLATTENED STANDING SEAM SIDING NEW ZCC FLASHING $ DRIP NEW WD. TRIM, PAINT EXISTING LCC RIDGE CAP EXISTING SLATE SIDING EXISTING SLATE ROOFING EXISTING WD. TRIM, PAINT EXISTING WD. RAFTER TAILS, PAINT EXISTING WD. DECK; PAINT NEW WD. TRIM, PAINT EXISTING SLATE ROOFING AMIE\ 1 i NEW I X2 TRIM, PAINT NEW VERTICAL WD. SIDING, PAINT Cornell University Facilities and Campus Services, Engineering and Project Management Humphreys Service Building Ithaca, NY 14850 NEW WD. WINDOW UNIT $ WD. SILL, PAINT i • NEW WD. WINDOW UNIT $ WD. SILL, FACTORY FINISH i • NEW WD. APRON, PAINT s Sh ED DORMER ELEVATIONS 1 /2" = 1 '-0" NEW WD. APRON, PAINT GABLE DORM ER ELEVATIONS I /2" = 1 '-0" ICE $ WATER #30 FELT SHIELD OVER ENTIRE DORMER ROOF EXIST. ROOF STRUCTURE EXIST. RIGID INSULATION $ COVERBOARD EXIST. METAL DECK SALVAGED $ NEW SLATE CONTINUOUS COPPER CANT SOLDERED TO DRIP EDGE NEW SLATE STARTER COURSE EXIST. WD. BLOCKING WD. BLOCKING 20 OZ. ZCC DRIP EDGE CONTINUOUS COPPER CANT ICE $ WATER SHIELD MEMBRANE 4/4 WD. TRIM, PAINT 8/4 X 8" WD. TRIM, PAINT EXIST. HEADER EXIST. INSULATION WD. NAILER. z 20 OZ COPPER FLASHING W/ DRIP BACKER ROD $ SEALANT CONTINUOUS WD. BLOCKING WD. SHIM WD. WINDOW UNIT, FACTORY FINISH. SCREEN HEAD 20 OZ. ZCC SIDING ICE $ WATER SHIELD MEMBRANE OVER ENTIRE SIDE WALL. 1/4" COVER BOARD. CONTINUOUS SEALANT JOINT COPPER CLEATS @ 1 2" 0.C. ATTACHED W/ BRASS SCREWS 8/4 WD. TRIM. PROFILE TO MATCH HISTORIC. SEE. SPECS. PAINT EXIST. LIGHT STEEL STUDS CONTINUOUS WD. BLOCKING ICE $ WATER SHIELD MEMBRANE BACKER ROD $ SEALANT WD. SHIM WD. SILL BELOW WD. WINDOW UNIT, FACTORY FINISH. SCREEN WD. MULLION, FACTORY FINISH. SCREEN WD. WINDOW UNIT, FACTORY FINISH. SCREEN WD. WINDOW UNIT $ SILL, FACTORY FINISH. SEALANT JOINT 20 OZ. COPPER FLASHING W/ DRIP CONTINUOUS COPPER CLEAT WD. APRON. HT. TO MATCH EXIST. PAINT EXTEND LIQUID MEMBRANE FLASHING 1/4" MIN. BEYOND REINFORCING FABRIC 20 OZ. COPPER CAP FLASHING. SPRING FIT TO MEMBRANE FLASHING LIQUID FLASHING $ REINFORCING MODIFIED BITUMEN BASE PLY. 1/2" DRIP EXIST. SHEATHING LIGHT STEEL STUDS EXIST. INSULATION REPAIR ANY DAMAGE TO EXIST. GWB CEILING FROM WINDOW INSTALLATION $ TOUCH UP PAINT TO MATCH EXIST. FINISH $ COLOR. 4/4 X 8/4 TRIM, PAINT • C• OPPER CLEATS @ 1 2" 0.C. ATTACHED W/ BRASS SCREWS 1" FLATTENED STANDING SEAM. BEND 50 SEAM FACES TOWARDS THE FACE OF DORMER (OPPOSITE FLOW OF WATER). P- ir if vw, ilwaj APA ■ EXIST. SHEATHING EXIST. INSULATION REPAIR ANY DAMAGE TO EXIST. GWB WALLS FROM WINDOW INSTALLATION $ TOUCH UP PAINT REINSTALL OR REPLACE INTERIOR TRIM TO MATCH EXIST., PAINT. ti MEETING RAIL Agi SEALANT JOINT TRIM EXIST. WD. STOOL AS REQUIRED TO INSTALL WINDOW UNIT $ TOUCH UP PAINT i SILL SHED DORMER WINDOW DETAIL 3" = I '-O'I EXIST. SLATE SIDING - EXISTING WD. TRIM, PAINT EXIST. HEADER EXISTING SHEATHING ICE $ WATER SHIELD MEMBRANE EXISTING BLOCKING - 8/4 WD. TRIM, PAINT 20 OZ COPPER FLASHING W/ DRIP BACKER ROD $ SEALANT WD. SHIM WD. WINDOW UNIT, FACTORY FINISH. SCREEN / Rio , HEAD I X3 HORIZONTAL FURRING @ 1 6" 0.C. 1 X6 T$G VERTICAL WD. SIDING, PAINT. CONTINUOUS SEALANT JOINT ICE $ WATER SHIELD MEMBRANE OVER ENTIRE SIDE WALL $ BEHIND TRIM. 8/4 WD. TRIM. PROFILE TO MATCH HISTORIC. SEE. SPECS. PAINT T$G JOINT @ CENTER, IF REQ'D EXISTING STUDS EXISTING SHEATHING CONTINUOUS WD. BLOCKING WD. SHIM BACKER ROD $ SEALANT WD. SILL BELOW WD. WINDOW UNIT, FACTORY FINISH. SCREEN WD. MULLION, FACTORY FINISH. SCREEN WD. WINDOW UNIT, FACTORY FINISH. SCREEN WD. WINDOW UNIT $ SILL, FACTORY FINISH. SEALANT JOINT EXTEND LIQUID MEMBRANE FLASHING 1/4" MIN. BEYOND REINFORCING FABRIC ti /I/ JAMB REPAIR ANY DAMAGE TO EXIST. GWB WALLS $ CEILING FROM WINDOW INSTALLATION $ TOUCH UP PAINT 4/4 TRIM, PAINT rill110 1 MULLION MEETING RAIL 20 OZ. COPPER FLASHING W/ DRIP CONTINUOUS COPPER CLEAT —� WD. APRON. HT. TO MATCH EXIST. PAINT 20 OZ. COPPER CAP FLASHING. nPRING FIT TO MEMBRANE FLASHING LIQUID FLASHING $ REINFORCING MODIFIED BITUMEN BASE PLY. 1/2" DRIP EXIST. DECK 4AAk.Ti�■ 4/4 TRIM, PAINT WD. SILL EXTENSION, PAINT ti GABLE DORMER WINDOW DETAIL 3" = I LOLL 20 OZ. ZCC DRIP EDGE W/ CONTINUOUS COPPER CLEAT 1/2" DRIP EXIST. WD. BLOCKING 20 OZ. ZCC FLASHING CONTINUOUS COPPER CLEAT ATTACHED W/ BRASS SCREWS @ 8" 0.C. 3/4" LOCK SLIP SHEET 1/4" COVERBOARD I " FLATTENED ZCC STANDING SEAM SIDING. ICE $ WATER SHIELD MEMBRANE EXIST. SHEATHING EXIST. LIGHT STEEL STUDS EXIST. INSULATION EXIST. INSULATION EXIST. LIGHT STEEL STUDS EXIST. SHEATHING 1" FLATTENED ZCC STANDING SEAM SIDING. SLIP SHEET 1/4" COVERBOARD ICE $ WATER SHIELD MEMBRANE CONTINUOUS COPPER CLEAT ATTACHED W/ BRASS SCREWS @ 8" O.C. 20 OZ. COPPER FLASHING EXTENSION CONTINUOUS 20 OZ. COPPER CLEAT SOLDERED TO BASE FLASHING 3/4" LOCK EXIST. BASE FLASHING EXIST. SLATE ROOFING EXIST. ROOF UNDERLAYMENT EXIST. RIGID INSULATION $ COVERBOARD SALVAGED $ NEW SLATE EXIST. RIGID INSULATION $ COVERBOARD EXIST. METAL DECK #30 FELT ICE $ WATER SHIELD MEMBRANE COPPER CLEATS @ 1 2" 0.C. I" 3" MIN. SHED DORMER SIDEWALL DETAIL 3" = I '-0" EXIST. SHEATHING EXIST. INSULATION 1X3 HORIZONTAL FURRING @ 16" 0.C. PROVIDE GAP EVERY 8" FOR DRAINAGE 4/4 T$G VERTICAL SIDING, PAINT CONTINUOUS COPPER CLEAT ATTACHED W/ BRASS SCREWS @ 8" 0.C. COPPER FLASHING EXTENSION ICE $ WATER SHIELD MEMBRANE EXIST. BASE FLASHING EXIST. SLATE ROOFING EXIST. ROOF UNDERLAYMENT EXIST. DECK GABLE DORMER SI DEWALL DETAIL 3"I I I -OIL Architecture Preservation, P.C. 297 River Street, Suite 203 Troy, New York 12180 Tel. (518) 272-8440 Fax (518)272-8445 email argus@argusarch.com www.argusarch.com SAGE HALL LOW SLOPE ROOF REPLACEMENT AND INTERIOR FACING DORMER IMPROVEMENTS Cornell University 114 East Ave. Ithaca, NY 14850 100% CONSTRUCTION DOCUMENTS Cornell University Facilities and Campus Services, Engineering and Project Management Humphreys Service Building Ithaca, NY 14850 5/9/2019 REMOVE LCC COPING $ FASCIA AS REQUIRED TO EXTEND MODIFIED INSTALL MEMBRANE FLASHING. REPLACE ANY BROKEN OR DAMAGED FASTENERS OR CLEATS. REINSTALL 12 COVERBOARD. / ANCHORS TOP � BOT. .: BITUMEN BASE PLY. COPING $ REFORM SEAMS TO MATCH EXISTING. OVER PARAPET. EXIST. MASONRY WALL @ 16 O.C. IN MORTAR JOINTS ONLY 20 OZ. COPPER COUNTER FLASHING. PROVIDE EXIST. LCC FASCIA. PROFILE * ATTACHMENT APPROXIMATE. VERIFY INMORTAR EXIST. WD. BLOCKING � EXIST. CLEAT CUT OUT JOINT HORIZ. SLOTTED RIVET HOLES FOR EXPANSION $ CONTRACTION FIELD 7111 EXIST. STEEL ANGLE I "MIN. SECURE COPPER RIVETS 1 2" C. O ' r H1I EXIST. STEEL FRAMING INSULATION 20 OZ. COPPER @ MASONRY ANCHORS @ 12" O.C. W/ I/8" TERM. EXIST. LCC APRON. EXTEND LIQUID FLASHING RECEIVER W/ REPLACE CLEAT IF -� REINFORCING FULL HEIGHT OF PARAPET° LEAD WEDGES � III BAR. ANCHORS IN MORTAR JOINTS ONLY . . DAMAGED. PROVIDE , 1/2" COVERBOARD SET IN SEALANT0#7-4NEW CLEAT IS NONE ISCONTINUOUS PRESENT. I MODIFIED BITUMEN BASE PLY. EXTEND 4"MIN. ONTO ROOF COPPER CLEAT -�III�� Imo, 111 MODIFIED BITUMEN BASE PLY. EXTEND 8" MIN. VERT. $ HORZ. �/ REINFORCING FABRIC. EXTEND 8" MIN. VERT: HORIZ. EXIST. SLATE ROOFING REINFORCING FABRIC. EXTEND 8" MIN. 1/2 DRIP . _I LIQUID MEMBRANE FLASHING. EXTEND I/4 MIN. BEYOND REINFORCING FABRIC Architecture EXIST. ROOF DECK I ONTO ROOF MODIFIED BITUMEN BASE PLY. EXTEND NCAP SHEET 1 2" MIN. BEYOND DRAIN BOWL " MODIFIED BITUMEN S z -i / Q_ (X / EXIST. ROOF ' EXTEND LIQUID MEMBRANE FLASHING EXTEND LIQUID MEMBRANE FLASHING I/4 b I/4" MIN. BEYOND REINFORCING FABRIC MODIFIED BITUMEN BASE PLY EXTEND REINFORCING FABRIC MIN. BEYOND REINFORCING FABRIC (;.��-� Are L _ tom_---L--'� Preservation P C STRUCTURE �� 2 LAYERS RIGID INSULATION MIN. 8" BEYOND DRAIN BOWL MODIFIED BITUMEN CAP SHEET PAVER PEDESTAL ;, -"-� i MODIFIED BITUMEN CAP SHEET __ ---- 297 River Street Suite 203 VAPOR RETARDER 3" MIN. SIDE LAP EXIST. STRAINER BASKET -MODIFIED BITUMEN BASE PLY BACKER ROD _ ==================-- ====_ =' - - , _ - 1/2" COVERBOARD MIN. 1 COVERBOARD =� _BREM Troy, New York 12180. (0' END EXIST. COMPRESSION RING /2" PRECAST CONC. PAVER 11111 i LAP), NP• 1 / EXIST. STEEL DECK EXTEND REINFORCING FABRIC $ PROTECTION ■!,. -==='_ MODIFIED BITUMEN BASE PLY Tel (518) 272-8440 I 1'` _ - EXIST. STEEL STRUCTURE LIQUID MEMBRANE FLASHING BOARD I I�I11 _rte -T-.�.��iiir` MODIFIED BITUMEN CAP SHEET Fax (518) 272-8445 v MIN. 4" INTO DRAIN BOWL UM �.11 A�_. `' I' ---•�... _ - ---- !/ COMPRESSIBLE email argus@argusarch.com _-'�'�--�_ _ a__ , gu "'�- �'�" �_■ LAN PREPARE P '� ---- E R RE RIME ROOF -� CLOSED CELL Mill0 2 LAYERS RIGID INSULATION MODIFIED BITUMEN BASE PLY �'���� �+ - �,��-���k■�C .argusarch.com ww usarch.com www ��1 . ;, `� 2 ?c S - 'El 'Elk -FIE JOINT FILLER 2--26-� C'-" ________ DRAIN BOWL FOR APPLICATION J� VAPOR RETARDER / 2 LAYERS RIGID INSULATION 12-=��•'-- ��^-�---- OF MEMBRANE ROOFING VAPOR RETARDER 1 -MI- W EXIST. STEEL�_ 1/2" COVERBOARD Wa DECK 1/2 COVERBOARD EXIST, ROOF DRAIN PIPE 2 LAYERS RIGID INSULATION EXIST. UNDER DECK CLAMP - VAPOR RETARDER VAPOR �� TAPERED RIGID INSULATION RETARDER �. L____ / EXIST. ROOF DECK EXIST. STEEL = EXIST. STEEL DECK - SAND FILL AS REQUIRED TO DEVELOP STRUCTURE SMOOTH TRANSITION EXIST. EXIST. STEEL FRAME INSULATION -I ROOF DRAIN DETAIL L 4MASONRY F WALL L A Sh I NG DETAIL 1 TYP . PARAPET DETAIL 2 TYP ° RO O E DETAIL p RIDGE A6 I-1/2" = 1'-0" A6 1-1/2" = 1'-0" A6 EXTEND LIQUID I -1/2" = 1 '-0" EXIST. SKYLIGHT UNIT ALUM. SKYLIGHT FLASHING $ REINFORCING $ FRAME FLASHING FULL iii AG I - 1 /2" = 1 '-0" MOUNT SAGE HALL LOW SLOPE ROOF T SLOPE ROOF HEIGHT EXTEND MODIFIED BITUMEN BASE HEIGHT OF CURB PLY FULL OF CURB \ EXIST. GALVANIZED CRESTING BASE. CLEAN $ PAINT / CRESTING TO BASE PLATE AFTER SHOP CLEANING $ PAINTING WI SS BOLTS. WELD SECTIONS TOGETHER AFTER MOUNTING. T ('� REPLACEMENT AND INTERIOR OR EXTEND LIQUID MEMBRANE FLASHING 1/4" MIN. MODIFIED BITUMEN BASE PLY. EXTEND 3" MIN. EXIST. COVERBOARD BEYOND REINFORCING FABRIC PAST EDGE OF METAL FLASHING EXIST. CURB FRAMING TAT DORMER FACING MER _ EXTEND REINFORCING FABRIC UP CRESTING EXTEND LIQUID FLASHING $ REINFORCING UNDER DOR EXTEND MODIFIED BITUMEN BASE REINFORCING FABRIC. MIN. PLY 4" MIN. ONTO ROOF EXTEND 8" ONTO ROOF `' ■ 'III �ili - BASE $ 8" MIN. BEYOND ONTO ROOF MODIFIED BITUMEN CAP SHEET MODIFIED BITUMEN BASE PLY �� CAP ON FASCIA REMOVE ZINC COPING $ FASCIA REINFORCED LIQUID MEMBRANE REMOVE LCC FASCIA FLASHING AS REQUIRED TO AS REQUIRED TO INSTALL HEIGHT OF PARAPET * 8" MIN. MEMBRANE FLASHING. REPLACE EXTEND LIQUID FLASHING 1 /4" INSTALL MEMBRANE FLASHING. REPLACE ANY BROKEN �� OR DAMAGED FASTENERS OR CLEATS. REINSTALL ANY BROKEN OR DAMAGED �i REINFORCING FABRIC FLASHING. EXTEND FULL ONTO ROOF SURFACE. MIN. BEYOND IMPROVEMENTS �/( j� ('� il�ij �O V �1�1�1 T►J FASTENERS OR CLEATS. Cornell University REFORM SEAMS TO MATCH EXISTING. RESOLDER ANY LIQUID MEMBRANE FLASHING. EXTEND REINSTALL COPING * REFORM \ EXIST. CLEAT FAILED OR DAMAGED SOLDER JOINTS 1/4" MIN. BEYOND REINFORCING FABRIC 1 I I I l f SEAMS TO MATCH EXISTING. EXIST. DRIP 114 East Ave. I 1 I �_ PLY. EXTEND UP PARAPET MODIFIED BITUMEN CAP SHEET ` ` ' �� TREATED WD. NAILER. SIZE $ PROFILE TO MATCH EXISTING EXIST. PLYWD. SHEATHING EXIST. WD. COPING MODIFIED 3" MIN. BITUMEN BASE ONTO ROOF SURFACE. T NY Q Ithacan 14850 MODIFIED BITUMEN BASE PLY \ EXIST. LCC APRON EXIST. STRUCTURE $ BLOCKING MODIFIED BITUMEN CAP SHEET ROOF MODIFIED BITUMEN BASE PLY EXIST. ROOF DECK EXIST. ANCHOR BOLT 100% � EXIST. SLATE ROOFING � '- _=-==== EXIST. SEALANT JOINT = •= -. __-_____=_==_--= 1� !�!!�_!_!!!!i!!_i CONSTRUCTION �Cr.-Ls-L;)� EXIST. WD. BLOCKING 1Vl�NT►J DOCUMENTS TOTAL DEPTH TO MATCH EXISTING 111 INSULATION $ UNDERLAYMENT 2 LAYERS RIGID INSULATION 2 LAYERS RIGID INSULATION \ EXIST. CMU VAPOR RETARDER I COVERBOARD VAPOR RETARDER - EXIST AIR SPACE /2 1/2" COVERBOARD - EXIST. STONE VENEER —�ill EXIST. STEEL DECK 1/2" COVERBOARD 2 LAYERS RIGID INSULATION EXIST. STEEL DECK - EXIST. STEEL FRAME EXIST. STEEL FRAME �`, ir VAPOR RETARDER EXIST. STEEL DECK EXIST. STEEL 5 SKYLIGHT FRAME FLASH i NG DETAIL 6 WEST MANSARD CRESTING DETAIL T PA 7 EAST PARAPET DETAIL AG 1-1/2"= I '-O.. A6 1-1/2" = I '-0" AG 1-1 /2" = 1 '-0" EXIST. EXIST. LCC STANDING EXIST. CLEATS EXIST. LCC CAP FLASHING. BEND MEMBRANE FLASHING $ REFORM CONFIGURATION. REINFORCED LIQUID MEMBRANE STEEL STUDS EXIST. SHEATHING SEAM SIDING $ FASTENERS OUT TO INSTALL TO ORIGINAL SOLDER CORNERS. FLASHING. EXTEND V EXISTING PLUMBING VENT PIPE Cornell University Facilities litie and Campus UNDER CAP FLASHING * 8 EXTEND LIQUID BEYOND REINFORCING MIN. ONTO ROOF FLASHING 1/4" MIN. FABRIC EXIST. ROOF HATCH W/ EXTEND LIQUID MEMBRANE BEYOND REINFORCING FLASHING 1/4" MIN. FABRIC, TYP. � �� Services Engineering and Project MODIFIED BITUMEN BASE PLY. ROOF SLOPE 3" MIN. ONTO EXTEND 3" MIN. UP ROOF SURFACE. BUILT IN FLASHING BACKER ROD $ SEALANT - EXTEND REINFORCING 1/4" COVER BOARD. BEVEL EDGES MEMBRANE FLASHING MODIFIED BITUMEN BASE PLY FLASHING 8" FABRIC $ LIQUID MIN. ONTO ROOF z CONTINUOUS SEALANT JOINT AROUND CIRCUMFERENCE OF PIPEManagement MODIFIED BITUMEN CAP SHEETMODIFIED BITUMEN CAP SHEET - LIQUID MEMBRANE FLASHING MODIFIED BITUMEN BASE PLY REINFORCED LIQUID MEMBRANE FLASHING. EXTEND 3" MIN. SIDE ROOF HATCH *ONTO ROOF SURFACE MODIFIED BITUMEN I/2" COVERBOARD BASE PLY c0 REINFORCING FABRIC Humphreys EXTEND 8" MIN. UP ROOF Service Building WD. SHIM HATCH 8" MIN. ONTO MODIFIED BITUMEN CAP SHEET ROOF SURFACE. EXTEND, Ithacan NY 14850 LIQUID FLASHING 1/4" 1 MIN. BEYOND �1 / / \ / REINFORCING FABRIC EXIST. BLOCKING -� e 5/9/2019 EXIST. STEEL LADDER* - ii MOUNTING BRACKET MODIFIED BITUMEN BASE PLY EXIST. STEEL DECK VAPOR RETARDER EXIST. STEEL DECK VAPOR RETARDER 2 LAYERS RIGID INSULATION 1/2" COVERBOARD EXIST. STEEL FLOOR* ROOF STRUCTURE - 2 LAYERS RIGID INSULATION 2 LAYERS 1/2" COVERBOARD RIGID I O INSULATION VAPOR RETARDER I I P. PIPE F LAS .�O 11 (N EXIST. STEEL DECK EXIST. STEEL FRAME G ; p 9 TYI .ROOF HATCH A6 - " = �_ ��. 1 I/21 0 8 EXHAUST STACK E LAS R DETAI I NG L _ �_ „ A6 i I 0 -1/2" A6 1-1/2" = i -0 EXTEND LIQUID MEMBRANE FLASHING 1/4" MIN. BEYOND REINFORCING FABRIC, TYP. MODIFIED BITUMEN BASE PLY LIQUID FLASHING $ REINFORCING. EXTEND UNDER CAP ON FASCIA $ 8" MIN. OVER CAP SHEET. MODIFIED BITUMEN CAP SHEET MODIFIED BITUMEN BASE PLY FLASHING. EXTEND 3" MIN. BEYOND END OF METAL FLASHING FLANGE REINSTALL LCC FASCIA $ FLASHING. REPLACE ANY BROKEN OR DAMAGED FASTENERS OR CLEATS. REFORM SEAMS TO MATCH EXISTING. TREATED WD. NAILER. TAPER TO MATCH ROOF SLOPE E_XIST. LCC APRON EXIST. ROOF STRUCTURE $ BLOCKING EXIST. ROOF DECK EXIST. SLATE ROOFING EXTEND LIQUID MEMBRANE FLASHING $ REINFORCING FABRIC OVER CURB MODIFIED BITUMEN BASE PLY. EXTEND 3" MIN. — PAST EDGE OF CURB EXTEND LIQUID MEMBRANE FLASHING $ REINFORCING FABRIC 8" MIN. ONTO ROOF BEYOND CURB. MODIFIED BITUMEN CAP SHEET MODIFIED BITUMEN BASE PLY. MODIFIED BITUMEN CAP SHEET EXTEND MODIFIED BITUMEN BASE PLY UNDER FASCIA EXTEND LIQUID FLASHING $ REINFORCING UNDER CAP ON FASCIA REINSTALL LCC FASCIA $ COPING AT ADJUSTED HEIGHT. REPLACE ANY BROKEN OR DAMAGED FASTENERS OR CLEATS. REFORM SEAMS TO MATCH EXISTING. REMOVE LCC FASCIA $ FLASHING AS REQUIRED TO INSTALL MEMBRANE FLASHING. REPLACE ANY BROKEN OR DAMAGED FASTENERS OR CLEATS. REINSTALL* REFORM SEAMS TO MATCH EXISTING. EXIST. WD. CURB EXIST. LCC APRON EXIST. ROOF STRUCTURE $ BLOCKING EXIST. ROOF DECK EXIST. SLATE ROOFING LIQUID FLASHING REINFORCING. EXTEND UNDER CAP ON FASCIA $ 8" MIN. OVER CAP SHEET. TERMINATE MODIFIED BITUMEN CAP SHEET AT STOP — EXTEND LIQUID MEMBRANE FLASHING 1/4" MIN. BEYOND REINFORCING FABRIC MODIFIED BITUMEN BASE PLY FLASHING. EXTEND 3" MIN. BEYOND WD. NAILER MODIFIED BITUMEN CAF' SHEET MODIFIED BITUMEN BASE PLY I/4":12" SLOPE MIN. EXISTING. FASCIA POSITION TREATED WD. NAILER. TAPER TO MATCH ROOF SLOPE ZCC APRON. HEM BOTTOM EDGE 1/2". SPRING FIT TO SLATE 2 LAYERS RIGID INSULATION VAPOR RETARDER — 1/2" COVERBOARD EXIST. STEEL DECK EXIST. STEEL FRAME •C CO 49 STAIR MANSARD EDGE DETAIL -1/2" 1 I -°"(WEST MANSARD SIM.) EXIST. STEEL FRAME EXIST. STEEL DECK VAPOR RETARDER RIGID INSULATION 1/2" COVERBOARD EXIST. ROOF STRUCTURE $ BLOCKING EXIST. ROOF DECK EXIST. SLATE ROOFING EXIST. STEEL DECK TAPERED RIGID INSULATION RIGID INSULATION VAPOR RETARDER 1/2" COVERBOARD EXIST. GWB WALLS $ CEILING EXIST. STEEL FRAME EXIST. LIGHT GAUGE STEEL STUDS EXIST. INSULATION EXIST. SHEATHING BACKER ROD COMPRESSIBLE CLOSED CELL JOINT FILLER EXIST. SLATE ROOFING EXIST. UNDERLAYMENT. LAP 3" MIN. OVER NEW UNDERLAYMENT EXIST. SHEATHING EXIST. INSULATION EXIST. STEEL DECK ICE $ WATER SHIELD MEMBRANE #30 FELT UNDERLAYMENT SALVAGED SLATE. EXPOSURE TO MATCH EXISTING. COPPER CLEATS @ I 2" O.C. SALVAGED SLATE STARTER COURSE CONTINUOUS COPPER CANT SOLDERED TO DRIP EDGE COPPER DRIP EDGE. EXTEND 4" MIN. UP ROOF SLOPE EXIST. BLOCKING 20 OZ. COPPER COUNTER FLASHING. PROVIDE HORIZ. SLOTTED RIVET HOLES FOR EXPANSION $ CONTRACTION COPPER RIVETS @ 1 2" O.C. ANCHORS @ I 2" O.C. W/ 1/8" TERM. BAR. REINFORCED LIQUID MEMBRANE FLASHING. EXTEND l'-0" MIN. UP WALL $ 8" MIN. ONTO ROOF SURFACE. EXTEND LIQUID FLASHING 1/4" MIN. BEYOND REINFORCING FABRIC MODIFIED BITUMEN BASE PLY. EXTEND 8" MIN. VERT. $ 4" MIN. ONTO ROOF SURFACE. MODIFIED BITUMEN CAP SHEET MODIFIED BITUMEN BASE PLY EXIST. SLATE ROOFING EXIST. UNDERLAYMENT. LAP 3" MIN. OVER NEW UNDERLAYMENT EXIST. SHEATHING ICE $ WATER SHIELD MEMBRANE AT SLATE REMOVAL AREA #30 FELT UNDERLAYMENT SALVAGED SLATE. EXPOSURE TO MATCH EXISTING. COPPER CLEATS @ 1 2" O.C. SALVAGED SLATE $ STARTER COURSE. START SLATE UP ONE COURSE FROM EXISTING. CONTINUOUS COPPER CANT SOLDERED TO FLASHING ZCC FLASHING 3/4" LOCK 20 OZ. ZCC COUNTER FLASHING. PROVIDE HORIZ. SLOTTED RIVET HOLES FOR EXPANSION $ CONTRACTION COPPER RIVETS @ I 2" O.C. ANCHORS @ 12" O.C. W/ 1/8" TERM. BAR. BOTTOM COURSE OF EXIST. SLATE REINFORCED LIQUID MEMBRANE FLASHING. EXTEND 8" MIN. UP ROOF SLOPE $ 8" MIN. ONTO ROOF SURFACE. EXTEND LIQUID FLASHING 1/4" MIN. BEYOND REINFORCING FABRIC MODIFIED BITUMEN BASE PLY. EXTEND 3" MIN. UP ROOF SLOPE $ 3" MIN. ONTO ROOF SURFACE. MODIFIED BITUMEN CAP SHEET MODIFIED BITUMEN BASE PLY EXIST. CONC. DECK EXIST. STEEL FLOOR $ ROOF STRUCTURE — EXIST. STEEL DECK VAPOR RETARDER 2 LAYERS RIGID INSULATION RIGID TAPERED INSULATION — 1/2" COVERBOARD EXIST. STEEL DECK VAPOR RETARDER 2 LAYERS RIGID INSULATION I /2" COVERBOARD EXIST. STEEL FLOOR $ ROOF STRUCTURE 4 EAST MANSARD BASE DETAIL A7 1 - 1 /2" = 1 '-0" REINFORCED LIQUID MEMBRANE FLASHING. EXTEND REINFORCING FABRIC 8" MIN. ONTO CAP SHEET. EXTEND LIQUID FLASHING 1/4" MIN. BEYOND REINFORCING FABRIC MODIFIED BITUMEN CAP SHEET MODIFIED BITUMEN BASE PLY — 1/2" COVERBOARD — 2 LAYERS RIGID INSULATION — VAPOR RETARDER TOTAL DEPTH TO MATCH EXISTING. MODIFIED BITUMEN BASE PLY FLASHING. EXTEND 3" MIN. BEYOND EDGE OF ZINC FLASHING rEXIST. WD. BLOCKING CONTINUOUS SEALANT JOINT @ EDGE Of MODIFIED BITUMEN BASE PLY FLASHING $ CAP SHEET REINSTALL ZINC EDGE FLASHING $ CLEATS. REPLACE ANY BROKEN OR DAMAGED FASTENERS OR CLEATS. REFORM SEAMS TO MATCH EXISTING EXIST. EXIST. STEEL FRAMING $ INSULATION EXTEND LIQUID FLASHING $ REINFORCING FULL HEIGHT OF PARAPET 1/2" COVERBOARD MODIFIED BITUMEN BASE PLY. EXTEND 4" MIN. ONTO ROOF MODIFIED CAP SHEET MODIFIED BITUMEN BASE PLY EXTEND REINFORCING 8" MIN. ONTO CAP SHEET. EXTEND LIQUID FLASHING 1/4" MIN. BEYOND REINFORCING WD. BLOCKING AS REQ'D REINSTALL THRESHOLD EXTENSION SEALANT JOINT EXIST. FLOORING EXIST. CONC. DECK 2 LAYERS RIGID INSULATION — VAPOR RETARDER — 1/2" COVERBOARD EXIST. STEEL DECK EXIST. STEEL FRAME - 8/4 WD. TRIM. PROFILE TO MATCH HISTORIC. SEE SPECS. PAINT CLEAN *STRIP NM. DOOR AT BASE DOWN TO BARE METAL. PRIME METAL. INSTALL LIQUID MEMBRANE FLASHING TO STOP $ UP FRAME MIN. 4". EXTEND FLASHING BEHIND WD. TRIM. BACKER ROD $ SEALANT INSTALL LEAD SHIMS UNDER HM. FRAME. INSTALL BACKER ROD $ SEALANT JOINT. REINSTALL METAL THRESHOLD *SET IN SEALANT. LEAVE 1" ON EXTERIOR SIDE FREE OF SEALANT TO PROVIDE DRAINAGE. EXTEND MODIFIED BITUMEN BASE PLY FLASHING $ LIQUID MEMBRANE FLASHING UNDER THRESHOLD MIN. 4". REINFORCED LIQUID MEMBRANE FLASHING $ MODIFIED BITUMEN BASE PLY FLASHING. EXIST. SHEATHING EXIST. STEEL FLOOR $ ROOF STRUCTURE MODIFIED BITUMEN CAP SHEET MODIFIED BITUMEN BASE PLY I /2" COVERBOARD RIGID TAPERED INSULATION OVER 2 LAYERS RIGID INSULATION VAPOR RETARDER EXIST. STEEL DECK BACKER ROD $ SEALANT WD. BLOCKING AS REQ'D REINSTALL THRESHOLD EXTENSION SEALANT JOINT EXIST. FLOORING EXIST. CONC. DECK 8/4 WD. TRIM. PROFILE TO MATCH HISTORIC. SEE SPECS. PAINT CLEAN *STRIP HM. DOOR AT BASE DOWN TO BARE METAL. PRIME METAL. INSTALL LIQUID MEMBRANE FLASHING TO STOP $ UP FRAME MIN. 4". EXTEND FLASHING BEHIND WD. TRIM. INSTALL LEAD SHIMS UNDER M. FRAME. INSTALL BACKER ROD $ SEALANT JOINT. REINSTALL METAL THRESHOLD *SET IN SEALANT. LEAVE 1" ON EXTERIOR SIDE FREE OF SEALANT TO PROVIDE DRAINAGE. EXTEND MODIFIED BITUMEN BASE PLY FLASHING $ LIQUID MEMBRANE FLASHING UNDER THRESHOLD MIN. 4". TREATED, TAPERED WD. BLOCKING REINFORCED LIQUID MEMBRANE FLASHING $ MODIFIED BITUMEN BASE PLY FLASHING. EXIST. ROOF DECK EXIST. STEEL FLOOR $ ROOF STRUCTURE MODIFIED BITUMEN CAP SHEET ELEVATOR BULKHEAD fLA51-1ING DETAIL - I /2" = 1 '-0" `----1(1) DOOR THRESHOLD DETAIL 3" = 1 '-0" DOOR 4.05c DOOR THRESHOLD DETAIL p 3" = 1 '-0" MODIFIED BITUMEN BASE PLY I /2" COVERBOARD RIGID TAPERED INSULATION OVER 2 LAYERS RIGID INSULATION VAPOR RETARDER EXIST. STEEL DECK DOOR 4.66b • Architecture Preservation, P.C. 297 River Street, Suite 203 Troy, New York 12180 Tel. (518) 272-8440 Fax (518) 272-8445 email argus@argusarch.com www.argusarch.com SAGE HALL LOW SLOPE ROOF REPLACEMENT AND INTERIOR FACING DORMER IMPROVEMENTS Cornell University 114 East Ave. Ithaca, NY 14850 100% CONSTRUCTION DOCUMENTS Cornell University Facilities and Campus Services, Engineering and Project Management Humphreys Service Building Ithaca, NY 14850 MODIFIED BITUMEN BASE PLY 1/2" COVERBOARD 2 LAYERS RIGID INSULATION VAPOR RETARDER W EXIST. PLYD. DECK TOTAL DEPTH TO MATCH — —REINFORCING REINFORCED LIQUID MEMBRANE FLASHING. EXTEND FABRIC 8"MIN. ONTO CAP SHEET. EXTEND LIQUID FLASHING 1/4" MIN. BEYOND REINFORCING FABRIC MODIFIED BITUMEN CAP SHEET EXIST. STEEL STRUCTURE MODIFIED BITUMEN BASE PLY FLASHING. EXTEND'1411‘1111r, 3" MIN. BEYOND EDGE OF LCC FLASHING EXIST. SHEATHING * UNDERLAYMENT EXIST. WD. R BLOCKING EXIST. INSULATION ,s . y :'... � F , EXISTING. CONTINUOUSSEALANT JOINT @EDGE OF MODIFIED BITUMEN BASE PLY FLASHING CAP SHEET EXIST. STEEL SHEET I sus 'I/ a�� 1ST. UN EX UNDERLAYMENT REINSTALL LCC EDGE FLASHING $ APRON MUM Irr CLEATS. REPLACE ANY BROKEN OR DAMAGED FASTENERS OR CLEATS. REFORM F M SEAMS TO EXIST. FLAT SEAM ZINC ROOFING MATCH EXISTING EXIST. EXIST. CLEAT EXIST. ROOF STRUCTURE Architecture \' \\ EXIST. SLATE ROOFING ` EXIST. WD. BLOCKING * SHEATHING CUT OUT MORTAR JOINT 1" MIN. SECURE ZINC II D_ OG \ EXIST. ROOF DECK RECEIVER W/ LEAD WEDGES SET IN SEALANT // Preservation P.C. EXIST. CLEAT � EXTEND MEMBRANE FLASHING INTO MASONRY JOINT 55 ANCHORS @ 1 2" O.C. (i/P SS RIVET @ 12" O.C. NT JOINT SEALANT (Lir 297 River Street, Suite 203 Troy, New York 12180 4111k• EXIST. ZINC FLASHING W/ DRIP ZINC COUNTER FLASHING. PROVIDE HORIZ. SS RIVET @ 12" O.C. Tel. (518) 272-8440 WALL SLOTTED RIVET HOLES FOR EXPANSION EXIST. MASONRY 1/2" COVERBOARD. ANCHOR CONTRACTION ZINC COUNTER FLASHING. PROVIDE HORIZ. SLOTTED RIVET HOLES FOR EXPANSION $ CONTRACTION Aril Fax (518) 272-8445 email argus@argusarch.com @ 16 O.C. INTO MORTAR 1 MASONRY ANCHORS @ 1 2" O.C. W/ 1/8" TERM. www.argusarch.com EDGE DETAIL JOINTS ONLY TOP $ BOT. SE KO O I- MEMBRANE PRIMER BAR. ANCHORS IN MORTAR JOINTS ONLYfli ANCHORS @ 1 2" O.C. W/ 1/8" TERM. BAR. 1 - z CONTINUOUS 55. CLEAT CONTINUOUS SS. CLEAT '-0° - 1/2" DRIP 1/2" DRIP A8 1 - I 2" = 1 MEMBRANE PRIMER - LIQUID MEMBRANE FLASHING. EXTEND FULL HEIGHT OF WALL LIQUID MEMBRANE FLASHING 3" WIDE FLEXIBLE TAPE EMBEDED IN ROOFING RESIN -1 3" WIDE FLEXIBLE TAPE EMBEDED MEMBRANE ROOFING. LAP 3" OVER MEMBRANE v ASSUMED EXIST. WALL CONSTRUCTION IN ROOFING RESIN i C FLASHING 3 LAP EXIST. ZINC SIDING MEMBRANE ROOFING MEMBRANE PRIMER EXIST. UNDERLAYMENT MEMBRANE PRIMER EXIST. SHEATHING MEMBRANE MANUFACTURER'S ....womm kt .. . _ EXIST. CLEAT 3/4" X 3/4" SEALANT COVE _ EXIST. ZINC FLASHING' BACKER ROD REINSTALL EXIST. CLEAT COMPRESSIBLE CLOSED CELL 1 ■ ZINC RECEIVER JOINT FILLER SS RIVET @ 1 2" O.C. 2 LAYERS RIGID INSULATION W/ ��REM.�� ZINC COUNTER FLASHING. PROVIDE HORIZ. TAPERED INSULATION TOP LAYER SLOTTED RIVLI HOLES FOR EXPANSION . CONTRACTION ii TL T SAGE HAL ANCHORS @ 1 2" O.C. W/ 1/8" TERM. BAR. ANCHORS IN MORTAR JOINTS ONLY I COVERBOARD 1/2" COVERBOARD MEMBRANE MANUFACTURER'S 3/4" X 3/4" SEALANT COVE 1" X 1" CONTINUOUS SS 'Z' CLEAT /2" 2 LAYERS RIGID INSULATION W/ T LOW SLOPE ROOF VAPOR RETARDER TAPERED INSULATION TOP LAYER EXIST. STEEL DECK LIQUID FLASHING * REINFORCING EXIST. STEEL DECK VAPOR RETARDER MODIFIED BITUMEN BASE PLY. EXTEND 4"MIN. ONTO ROOF 4 BASE E LAS I-1 I N G DETAIL AT MASONRY 7 BASE D ETA I L AT ZINC RO O f= -GUTTER ROOF REPLACEMENT AND INTERIOR WALL GUTTER ROOF . FACING DORMER \- EXTEND REINFORCING 8" MIN. ONTO CAP SHEET. EXTEND LIQUID FLASHING 4" MIN. BEYOND REINFORCING IMPROVEMENTS Cornell University MODIFIED BITUMEN CAP SHEET MODIFIED BITUMEN BASE PLY 1/2" COVERBOARD 2 LAYERS RIGID INSULATION VAPOR RETARDER EXIST. PLYWD. DECK m d ( ASSUMED EXIST. WALL CONSTRUCTION EXIST. ZINC SIDING REMOVE EXIST. ZINC COPING * FASTENERS S EXIST. HEATHING INSTALL MEMBRANE FLASHING. REPLACE EXIST. SHEAT AYMENT DAMAGED FASTENERS OK CLEATS. REINSTALL EXIST. CLEAT SEAMS EXIST. ZINC FLASHING. BEND OUT AS REQ'D TO INSTALL MEMBRANE FLASHING $ REFORM REINSTALL EXIST. VENTILATION UNDERLAYMENT AS REQUIRED TO ANY BROKEN OR COPING REFORM TO MATCH EXISTING. LIQUID MEMBRANE FLASHING PARAPET MEMBRANE PRIMER OVER OVER PARAPET 114 Ithaca, 1 East Ave. NY 14850 00% TO ORIGINAL CONFIGURATION. , �- �— EXIST. WD. BLOCKING CONSTRUCTION BASE E LAS h I N G DETAIL AT ZINC LAP EXIST. UNDERLAYMENT OVER - EXIST. CLEAT 2 MEMBRANE FLASHING MIN. 2" CONSTRUCTION MENTS DOCUMENTS A8 1 - I /2" = I '-O° SIDING C� E (�OOF EXIST. CLEATS - ASSUMED EXIST. PARAPET — �.J t REINSTALL EXIST. CLEAT EXIST. SHEATHING 3" WIDE FLEXIBLE TAPE EMBEDED 3" WIDE FLEXIBLE TAPE EMBEDED IN ROOFING RESIN 1 I'�� EXIST. UNDERLAYMENT IN ROOFING RESIN MANUFACTURER'S z EXIST. ZINC SIDINGMEMBRANE i, MEMBRANE MANUFACTURER'S LAP 3/4" X 3/4" SEALANT COVE LAP 3/4" X 3/4" SEALANT COVE 2 LAYERS RIGID INSULATION W/ TAPERED INSULATION � LAYER .� .—, TOP riM- f=_lam=-4:1 - MEMBRANE ROOFING W--------- --- _ �������. ��� MEMBRANE PRIMER EXIST. FLAT SEAM ZINC ^EEaFEt— CLAD WALL - lj � - E.MEMBRANE 1/2" COVERBOARD ROOFING MEMBRANE PRIMER --- --1 --- l... 2 LAYERS RIGID INSULATION W/ TAPERED INSULATION TOP LAYER V 1/2" COVERBOARD EXIST. BRICK MASONRY WALL ____ / 6 VAPOR RETARDER VAPOR RETARDER EXIST. STEEL DECK -- - .g EXIST. STEEL DECK J I 5 BASE FLASKING DETAIL AT ZINC 8 BASE FLASKING DETAIL AT PARAPET Cornell INSTALL 1/2" COVERBOARDS, VAPOR RETARDER, 2 LAYERS RIGID INSULATION, TAPERED INSULATION, $ FLUID APPLIED OVER ROOFING O ER III �� = �_ �� A8 1 - 1 /2 1 0 - SIDING GUTTED ROOFGUTTER A8 �� = �- �� I - 1 /2 1 0 _ ROO Universit ./ Facilities and Campus EXISTING ROOF DECK II 1 - _,_ -= C3.E _'= y ����� - LI - EXIST. FLAT SEAM ZINC ROOFING EXTEND LIQUID MEMBRANE FLASHING MEMBRANE PRIMER UNDER MIN. 1 2" BEYOND DRAIN BOWL MEMBRANE ROOFING * FLASHING Services, Engineering and Project Mana ejnent y y ^l! ^^ -��� EXIST. STRAINER BASKET — MEMBRANE ROOFING EMBRA E R O Humphreys - - _ EXIST. COMPRESSION RING TAPERED RIGID INSULATION. _ �.� LAP 14: 1 2 SLOPE MIN. Service Building 4 1 A8 = g EXTEND LIQUID MEMBRANE FLASHING ►�•4* �` �, Ithacan NY 14850 MIN. 4 INTO DRAIN BOWL1110. CLEAN, PREPARE $ PRIME ROOF .:L:',-'ftDRAIN ff BOWL FOR APPLICATION ` ___ OF MEMBRANE ROOFING ./ 5/9/2019 EXIST. ROOF DRAIN PIPE EXIST. PARAPET W/ 4,*. INSULATION 2 ZINC CLAD CAP. SAND FILL AS REQUIRED TO DEVELOP — LAYERS RIGID 8 SMOU � h TRANSITION VAPOR RETARDER EXIST. UNDER DECK CLAMP / 2" COVERBOARD ' . A844RIGID EXIST. ROOF DECK TAPERED INSULATION �+ G ROOF DRAIN DETAIL GUTTER ROOF N ;: 3 GUTTER KOOf A8 I - I /2" = 1 '-0" PLAN __ 0" x, , EXIST. SLATE ROOFING EXIST. UNDERLAYMENT. LAP 3" MIN. OVER NEW UNDERLAYMENT EXIST. SHEATHING ICE $ WATER SHIELD MEMBRANE AT SLATE REMOVAL AREA #30 FELT UNDERLAYMENT SALVAGED SLATE. EXPOSURE TO MATCH EXISTING. COPPER CLEATS @ 12" O.C. SALVAGED SLATE $ STARTER COURSE. START SLATE UP ONE COURSE FROM EXISTING. 20 OZ. ZCC FLASHING WD. CANT 20 OZ. ZCC COUNTER FLASKING. PROVIDE HORIZ. SLOTTED RIVET HOLES FOR EXPANSION $ CONTRACTION COPPER RIVETS @ 12" O.C. ANCHORS @ 12" O.C. W/ 1/8" TERM. BAR. BOTTOM COURSE OF EXIST. SLATE REINFORCED LIQUID MEMBRANE FLASHING. EXTEND 8" MIN. UP ROOF SLOPE. $ 8" MIN. ONTO ROOF SURFACE. EXTEND LIQUID FLASKING 1/4" MIN. BEYOND REINFORCING FABRIC \ "LAP MODIFIED BITUMEN INTERMIDIATE PLY. EXTEND OVER EDGE MODIFIED BITUMEN BASE PLY. EXTEND OVER EDGE REINFORCED LIQUID MEMBRANE FLASKING OVER ENTIRE SURFACE EXIST. SHEATHING MODIFIED BITUMEN BASE PLY. EXTEND UP WALL L -Th i BACKER ROD COMPRESSIBLE CLOSED CELL JOINT FILLER EXTEND REINFORCED LIQUID MEMBRANE FLASHING 8" MIN. ONTO ROOF SURFACE. VAPOR RETARDER MODIFIED BITUMEN CAP SHEET MODIFIED BITUMEN BASE PLY 1/2" COVERBOARD RIGID TAPERED INSULATION OVER 2 LAYERS OF RIGID INSULATION =-011109.- :iii■ mmE= iim CORNELL UNIVERSITY FACILITIES CONTRACTS 121 HUMPHREYS SERVICE BUILDING ITHACA, NEW YORK 14853-3701 ADDE SAGE HALL LOW SLOPE ROOF REPLACEMENT AND INTERIOR FACING DORMER IMPROVEMENTS UM NO. 1 June 12, 2019 This Addendum contains changes to the requirements of the Contract Documents and Specifications. Such changes are to be incorporated into the Construction Documents and shall apply to the work with the same meaning and force as if they had been included in the original document. Wherever this Addendum modifies a portion of a paragraph of the specifications or a portion of any Drawing, the remainder of the Paragraph or Drawing shall remain in force. NOTE: Provisions of all Contract Documents apply. Item 1. Section 07 01 30 Slate Roofing, Paragraph 2.01.B. DELETE all of Paragraph B REPLACE Paragraph B with: B. New Slate 1. Color: to match existing, existing slate color is semi -weathering gray green 2. Thickness: 1/4", handsplit, natural texture 3. Sizes and shapes: to match existing (18" length) 4. Grade: S-1 5. Defects: a. Slate shall be free from ribbons b. Face dimensions shall not vary more than 1/8" from specified. c. Slates having knots or knurls which project less than 1/16" beyond the split surface are allowable. d. Curvature of slates shall not exceed 1/8" in 12". Curved slate shall be sheared and punched to permit it to be laid convex side up. e. Broken, cracked, or chipped slates are not allowed. 6. Holes: a. Two holes per slate, machine punched and countersunk, 1 1/4" to 2" from edges of the slate and 1/4 to 1/3 the length of the slate from the upper end. b. Hand punching of holes on site is permitted only as required for hips and other trimmed slates, or for salvage slates c. Drilled holes are not acceptable RECEIVED JUN 1 3 2019 WELLIVER Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements Addendum No. 1 June 12, 2019 Page 2 7. Acceptable Manufacturers: a. EverGreen Slate Company, Inc., PO Box 248, Granville, New York, 12832, Ph. 1 -866 -USA -SLATE 1) Orginal slate was from EverGreen Slate Company. A submittal of a slate sample of this color will be subject to staff level review by the City of Ithaca Historic Preservation Planner, Bryan McCracken. Mr. McCracken has indicated that he will approve an in-kind material replacement. b. The New England Slate Company, 363 VT Route 30 South, Poultney, Vermont 05764, Ph. 1-888-637-5283 c. Products of other manufacturers that conform in every respect to the specifications may be submitted for review as a proposed substitution. Item 2. Section 26 41 00 Lighting Protection, Paragraph 3.01.C. • D after "...current edition of U.L. 96A." the following: Applicable standards for the lightning protection system have not changed since 1996. Current lightning protection system meets U.L. 96A. Item 3. Cover, Drawing 1/C DELETE portion of drawing south of Sage Hall contained within the red revision cloud on Drawing SK1 (attached). REPLACE with area within red revision cloud on Drawing SKI, attached. Item 4. Drawing Al, Removal Notes • i 6. Shed Dormers: At dormers 4.05b, 4.05c, 4.06, 4.07, 4.08, 4.09, 4.10, 4.11, 4.12, 4.13, 4.14, 4.15, 4.16, and 4.66b, remove and salvage slate from roofs for reinstallation. Remove all underlayments and miscellaneous materials down to existing roof deck. LCC aprons to remain in place for reuse. Sage Hall Low Slope Roof Replacement and Interior Facing Donner Improvements Addendum No. 1 June 12, 2019 Page 3 Item 6. Drawing A2, NYS Code DELETE notes in its entirety. REPLACE with Occupancy Classification: Mixed; A-2, A-3 and B Construction Type: Type 5 B Classification of Work: Alteration Level 1 Reference Sections: 2016 supplement to the New York State Energy Conservation Construction Code (Revised August 2016), Part 1.15 Amendments to Section C501.6 (Historic Buildings): "Section C501.6 of the 2015 Commercial Provisions shall be deemed to be amended to read as follows: C501.6 Historic buildings. No provisions of the 2015 IECC Commercial Provisions (as amended)relating to the construction, repair, alteration, restoration, and change of occupancy shall be mandatory for historic buildings. Item 7. Drawing A2, Roof Notes ADD 4. Existing Skylights: Existing skylights were manufactured by Fisher Skylights, Inc., Four Seasons Solar Products Corporation. Former documentation does not indicate that the glass is fall protected. Item 8, Drawing A3, NYS Code DELETE notes in its entirety. REPLACE with Occupancy Classification: Mixed; A-2, A-3 and B Construction Type: Type 5 B Classification of Work: Alteration Level 1 Reference Sections: 2016 supplement to the New York State Energy Conservation Construction Code (Revised August 2016), Part 1.15 Amendments to Section C501.6 (Historic Buildings): "Section C501.6 of the 2015 Commercial Provisions shall be deemed to be amended to read as follows: C501.6 Historic buildings. No provisions of the 2015 IECC Commercial Provisions (as amended)relating to the construction, repair, alteration, restoration, and change of occupancy shall be mandatory for historic buildings. Sage Hall Low Slope Roof Replacement and Interior Facing Dormer Improvements Addendum No. 1 June 12, 2019 Page 4 Item 9. Drawing A3, Roof Notes ADD 4. Existing Skylights: Existing skylights were manufactured by Fisher Skylights, Inc., Four Seasons Solar Products Corporation. Former documentation does not indicate that the glass is fall protected. Item 10. Drawing A3, Drawing 1/A3 DELETE note "Install new ice melt system inside gutter and leader" REPLACE with "Install new ice melt system inside gutter, leader and to existing drain." Item 11. Drawing A4, Window/Dormer Schedule DELETE in its entirety. REPLACE with Sketch SK2, attached. Item 12. RFI Questions and Clarifications See attached RFI Log (Items 1 — 14) Attachments: Sketch SKI — Partial Site Plan Sketch SK2 — Window/Dormer Schedule RFI Log (Items 1-14) ****END OF I DE UM**** e E 7.7. co '82 b [ K -- cz c 8 Architecture & LU E 0 LU -2 O0 (f) 0 Ce 111 C4 0 N 8 DG 0. OF LIGH 0. 0 E 0 0 E 0 P 6 0 0 U. 0 .0 10 0 (0 0. E E 21.2 mmmm MMLOMMLOCO 0) c) co F6' co (.6 c6 cri L.6 0) vi ui E 0 0 o )r) kr) co co co 0) 0) 0) cc) In 0) < < at < 35 co -4;C:1-" 4- 4- 4- 'at -.."4 0) ‘r co Lei to cri aril 0) < << < < < < < < < < NN -O-.1 N-INNN.-- , , 4 7 NI N 9 4 a- N ;cr. N co 9 9 0 0 7 (O10 'Cr 4 4 ;4' 'cr & (9 4? N ;Ct 4 10 &)1 M 9 (9 0) (0 9 , P 4 ' 4 4 d T 10 x 0) .-- L.) in t'n LE? F.? 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M -S--(j -a .4 -0 0 4‘-- -o 6) a) 0 7,.- - E 6 = o a) 4. . c _ e .13 -o - 0(' -0 .c a) = 0 ID -0 § g 112 a E 4 a E. 6 2 .0) 0 - co -0 z .0 ..-E -5 2..42 o « .SP_ 0 4 Pi)i c 10 ' 2, 0 -= ...- E a « (0 0 to 't .2 -.Ls s . 2 a) E § 0 0 c c -E (000 0 ›, .. c ..c li ig. -0 . , ,s ra -ea -§" E c> "i° '•gi ,T, = o >, a 8 a) m .c m c >,E a) (..) _-E. ...... .100) .1. co ,?.. -5 0 0 0) • - _o -0 QD a .2,2 -° .9. 2 E - c , ..c_ c.:1' ca -5 0 c o 2 E ..., 55 8 . c''' M -a '.0 'c 0.0= O 010 -o 0. c -2 7a3 m -" CIJ .8' 0 42 C) 0I' 13 g Ff- i 152 C% 8 8 ..q. rq U0 00 0 PROJECT: SAGE HALL LOW SLOPE ROOF REPLACEMENT AND INTERIOR FACING DORMER IMPROVEMENTS 1 2 3 age: Spec Section 26 41 00 Section 07 01 30 Paragraph 3.01.0 Paragraph 2.01 .8 RFI Form Date: June 12, 2019 Any changes to the lighting protec standard? What are requirements for new replacement slate shingles? the lead time for the windows` See Addendum No.l, I No. 2, See Addendum No.l, Item No: 1. ad time on windows is 8 weeks 4 5 6 7 8 9 Cover Sheet, Drawing /C Cover Sheet, Drawing IIC Cover SFieet, Drawing Sheet A4, Window/Dormer Schedule Sheet A2 & A3, Roof Notes Sheet A4, Window/Dormer Schedule_, What are the preferred staging are What is grayed out area in parking lot? What area can be used for roof roll off? Can rooms be occupied by users while window work is being performed? Which windows are associated with occupied rooms? Is the glass on the skylights fall protected? How wide can windows he opened with bumpers installed? See Addendum No. 1, item No. 3. 1 See Addendum No. 1, Item No. 3, See Addendum No. 1, Item No. 3. See Addendum Not 1, Item No 0, See Addendum No. 1, Items No. 6 and 8. See Addendum No. 1, Item No, 10.,, 11 Sheet A4, W indow/Dormer Schedule Sheet A4, Window/Dormer Schedule Should window sills horns be sized to match` exact dimensions See Addendum No, 1, or can they be left long and cut in the field? At the double window dormer (4.40 & 4.41), should the one continuous piece? If so, the windows will need to be mulled together and extra bracing added for shipment. be ', See Addendum No. 1, Item No. 10. 12 Cover Sheet, Drawing 1/C Please provide a specific location for a permanent dumpster for the project duration. See Addendum No. 1 Item No. 3. 13 14 Section 07 01 30 Sheet A4, Window/Dormer Schedule Paragraph 2.01.B If available, please provide info rooting such as slate color and size. ation on the existin slate I noticed that the windows on the Northeast corner have wider sill horns (11") than the windows on the west side (9.5"). Are the sill horns to be the same for all windows or extend to the edge of the dormer? See Addendurrt No.1 See Addendum No. 1 No. em No. 10. Page 1 of 1