Loading...
HomeMy WebLinkAboutCU-MyronTaylor-Exterior-Masonry-Repair_SpecificationsMyron Taylor Northwest Exterior Masonry Repairs Project Manual & Specifications May 18, 2017 Owner Cornell University Ithaca, NY 14853 Architect Cornell University Facilities Engineering 201 Humphreys Service Building Ithaca, NY 14850 ON TAYLOR NORTH ST EXTERIOR TABLE OF CONTENTS MASONRY REPAIRS Instructions to Bidders Bid Fo General Conditions Exhibit A Exhibit A-1 Exhibit B Exhibit C Exhibit D Exhibit E Exhibit F - and Exhibits Change Order Change Order Documentation Instructions Construction Contract Change Order Request Construction Contract Change Order Summary Schedule of Values for Contractor Payments Final Release Application and Certificate for Payment Guarantee Form I Contractor's Affirmative Action Plan Use of MBE/WBE Vendors Contractor's Affirmative Action Plan Summary of Bid Activity with MBE and WBE Subcontractors and Vendors Affirmative Action Workforce Report Minority - Women Utilization Report Labor Rate Breakdown Stored Materials Invoicing Documentation Contractor Performance Evaluation Exhibit F - Form II Exhibit F - Form III Exhibit F - Form IV Exhibit G Exhibit H Exhibit I DIVISION 1 - GENE REQUI'Y MENTS 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 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 Operating and Maintenance Data Warranties and Bonds Record Documents Page 1 • ON TAYLOR NORTH ST EXTERIOR TABLE OF CONTENTS MASONRY REPAIRS D SION 4 — Masonry Section 04 43 00 Stone Maso Page 2 DIVISION 7 — Thermal and Moisture Protection Section 07 01 50 Preparation for Re -Roofing Section 07 22 90 Roof Insulation Adhesive Section 07 31 26 Section 07 53 00 Section 07 62 00 Section 07 90 05 Slate Shingles EPDM Elastomeric Membrane Roofing Sheet Metal Flash Trim Joint Sealers DIVISION 9— Finishes Section 09 90 00 Painting D G LIST T-000 Title Sheet S-000 General Notes and Logistics Plan S-101 Plans S-201 Elevations S-301 Sections & Details OF DOC ENT Project: Owner: Architect: INSTRUCTIONS TO BIDDERS Myron Taylor Northwest Exterior Masonry Repairs Cornell University Ithaca, New York 14853 Cornell University Facilities Engineering 201 Humphreys Service Building Ithaca, New York 14850 1. PROPOSAL FO ' S a. Proposals shall be made only on the forms 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: Nancy A. Phelps, Director Facilities Contracts 121 Humphreys Service Building Cornell University Ithaca, New York 14853 Proposal for: Myron Taylor Northwest Exterior Masonry Repairs Submitted by: (Bidder) b. Proposals shall be delivered to the Owner at the address listed above not later than 3:OOPM on June 21, 2017. Rev, 9-2016 INSTRUCTIONS TO BIDDERS INS -1 4. BED OPE G a. Proposals will be opened publicly by the Owner in Room 101, Humphreys Service Building, Cornell University Campus, 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 DOC ENTS a. The Bidding Documents will consist of the following: 6. DRAWINGS Instructions to Bidders. Bid Form. General Conditions of the Contract and Division 1 - "General Requirements". Drawings and Specifications. Addenda and/or bulletins issued prior to date of opening of Proposals. SPECIFICATIONS F SHED a. Contract Documents may be obtained from the Facilities Contracts website (http://finance,fs.cornell.edu/contracts/pob/proiects.cfm). For assistance call 607-255-5343. b. Additional sets will be available at $30.00 per set without refund. All subcontractors and suppliers requiring may order these at $30.00 per set without refund. No partial sets will be issued. The Contract Documents remain the property of the Owner. c. The successful bidder will be allowed ten (10) sets of drawings and specifications. 7. ST TOF WO a. Work at the site shall be started within fifteen (15) calendar days from the date of issuance of written authorization to proceed and shall be substantially completed no later than October 13, 2017. 8. 8. BO a. Perfo ance 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. b. Bid Bond. Each Bidder will be required to furnish a Bid Bond in the amount of 10% of the Bid ount. 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, at the option of the Bidder, be willing to provide to the Bidder the Contract Bonds as described in 8a above. Rev, 9-2016 INSTRUCTIONS TO BIDDERS INS -2 9. A A . OF CONTRACT a. It is the intent of the Owner to enter into a Contract with one General Contractor for the entire project. All labor and services and materials and supplies, etc. are to be provided in accordance with the Contract. b. 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. d. All Proposals shall remain in force and effect for a period of not less than sixty (60) calendar days following the Proposal opening or such other time as may be agreed to by the Owner and Contractor. e. The Owner reserves the right to accept any of the Alternate Proposals listed within ten (10) calendar days following the award of a construction contract or such other time as may be agreed to by the Owner and Contractor. 10. EX INATION OF SITE •1 CONTRACT DOC ENTS 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 performance, 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. 11. DISCREP CIES 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. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS -3 12. PRE-BID CONFERENCE a. A pre-bid conference has been scheduled for 11:00 , June 6, 2017, in Room 101 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 SUBCONT CTORS, MATE 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. T 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 co ection therewith. 16. SCHEDULE OF VALUES a. A partial "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. If requested by the Owner or Architect, the complete "Schedule of Values" shall be submitted prior to award of Contract. Rev, 9-2016 INSTRUCTIONS TO BIDDERS INS -4 17. ADDE A 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 -S ACE CO ITIONS a. Boring information, 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. S ES 1 USE T EXEMPTION a. The Owner, Cornell University, a non-profit educational institution, is exempt from payment of certain Sales and Use Taxes. 21. FEDE , 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. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS -5 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. REQ I* D 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) Schedule of Values (5) Alternate Proposals and Unit Prices b. Within fourteen days after bid opening: (1) Use of Minority and Female Vendor Forms (2) Surru-nary of Bid Activity with Minority and Female Subcontractors/Vendors (3) Six -Month Workforce Projection c. Execution of Contract: (1) Insurance Certificate (2) Performance Bond (3) Labor and Material Payment Bond (4) Schedule of Work (bar chart) (5) Federal Tax Identification Number END OF SECTION Rev, 9-2016 INSTRUCTIONS TO BIDDERS INS -6 ON TAYLOR NORTH ST EXTERIOR MASONRY REP Cornell University, Ithaca, New York BED FO Submitted by: Date To: Nancy A. Phelps, Director Facilities Contracts 121 Humphreys Service Building Cornell University Ithaca, New York 14853 Gentlemen: The undersigned, a a e 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 18, 2017 prepared by Cornell University Facilities Engineering, 201 Humphreys Service Building Ithaca, New York 14850 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: 1. BASE BID a. All work complete, for the sum of for MATE SERVICES Rev. 9-2016 • S, SUPPLIES, LABOR, 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 neither in 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 all of the following Alternate Proposals within ten (10) calendar days following the award of a construction contract or such other time as may be agreed to by the Owner and Contractor. Alternate No. Description NONE. 3. START OF WO 4 1N p TIME FOR COMPLETION a. The undersigned agrees, if awarded the Contract, to commence work at the site within fifteen (15) calendar days after date of issuance of written notice to proceed and to complete the project no later than October 13, 2017. Rev. 9-2016 BID FO BF -2 4. LIST OF PROPOSED P • I CIPAL 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) Prior to the award of the Contract, the Owner and Architect reserve the right to review the list of "Proposed Principal Subcontractors", 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 T E (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. MASONRY ROOFING T Rev, 9-2016 BID FO BF -3 5. P ' OPAL SUBDIVISIONS OR ELEMENTS OF THE WORK TO BE PE BY GENE " • CONTRACTOR'S FORCES 0 ED 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. 6. 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. 7. BO a S 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 b. Bonding Rate for Change Orders. a e of Surety) c. Bid Bond. A Bid Bond in the amount of $ (10% of Bid ount) is attached to this Bid. Rcv. 9-2016 BID FO BF -4 8. 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 are excluded. Values relative to General Contractor's costs for General Conditions are excluded. Spec Section Trades and/or Subdivision Division 01 General Requirements Division 04 Masonry Division 07 Roofing, Flashings, Trims, Sealers Division 09 Painting Rev. 9-2016 BID FO Total Bid Value Included in Base Bid BF -5 9. 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 Bidder may offer a substitution for General Conditions, Article 2.05, Superintendence by Contractor, by listing in the space below the proposed percentage of supervision to be provided onsite, together with the amount to be deducted from the Base Bid if the substitution is accepted. Percentage of Supervision Deduction from Base Bid $C e. 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 Specification Description of Reference Deduction from Base Bid Substitution Section & Page No. Labor Material Rev, 9-2016 BID FO BF -6 10. ACCEPTANCE a. The undersigned agrees that this Proposal shall remain in force and effect for a period of not less than sixty (60) calendar days after Proposal opening or such other time as may be agreed to by the Owner and Contractor. 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, if requested by the Owner, to furnish Performance and Payment Bonds pursuant to Article 7 herein within ten (10) calendar days of issuance of such notice. d. It is understood and agreed that the Owner reserves the right to accept any of the Alternate Proposals listed within ten (10) 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 the Owner reserves the right to reject any or all proposals, to waive any informalities in bidding, and to hold all proposals for the above noted period of time. Rev. 9-2016 BID FO BF -7 11. DE 9 RECEIPT a. Receipt of the following addenda to the Te s and Conditions, Drawings or Specifications is acknowledged: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Dated: Rev. 9-20 16 By: Title: Business Address: BID FO (Bidder) BF -8 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 which 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: Rev, 92OI6 BID FO By: Title: (Bidder) BF -9 CERTIFICATE AS TO CORPORATE BIDDER , certify that I am the of the Corporation named as Bidder within this Bid Fo for General Contractors; that , who signed said Bid Form on behalf of the bidder was then 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: Rev. 9-2016 BID FO (Secretary -Clerk) (CORPORATE SEAL) BF -10 GENERAL CONDITIONS FOR MYRON TAYLOR NORTH ST EXTERIOR MASONRY REPAIRS CORNELL UNIVERSITY ITHACA, NEW YO Rev 07-2014 TICLE 1 Section 1.01 Section 1.02 Section 1.03 TICLE 2 Section 2.01 Section 2.02 Section 2.03 Section 2.04 Section 2.05 Section 2.06 Section 2.07 Section 2.08 Section 2.09 Section 2.10 Section 2.11 Section 2.12 Section 2.13 Section 2.14 Section 2.15 TICLE 3 Section 3.01 Section 3.02 Section 3.03 Section 3.04 Section 3.05 Section 3.06 TICLE 4 Section 4.01 Section 4.02 GENE • CONDITIONS TABLE OF CONTENTS INTERPRETATION OF CONT CONT CT DOC ENTS Owner Meaning and Intent of Specifications, Plans and Drawings Order of Precedence CTOR Page 1 1 Contractor's Obligations 2 Contractor's Title to Materials 2 "Or Equal" Clause 2 Quality, Quantity and Labeling 3 Superintendence by Contractor 3 Subsurface or Site Conditions 4 Representations of Contractor 4 Verifying Dimensions and Site Conditions 4 Copies of Contract Documents for Contractors 5 Meetings 5 Related Work 5 Surveys and Layout 5 Errors, Omissions or Discrepancies 5 Project Labor Rates 6 Daily Reports 6 INSPECTION AND ACCEPT CE Access to the Work 6 Notice for Testing 6 Inspection of Work 7 Inspection and Testing 7 Defective or Damaged Work 7 Acceptance 7 GES IN WO Changes 8 Form of Change Orders 10 TICLE 5 TIME OF COMPLETION Section 5.01 Time of Completion 10 Rev 07-2014 TICLE 6 TE TABLE OF CONTENTS INATION Page Section 6.01 Termination for Cause 11 Section 6.02 Termination for Convenience of Owner 11 Section 6.03 Owner's Right to do Work 12 • TICLE 7 DISPUTES Section 7.01 • TICLE 8 SUBCONT' CTS Section 8.01 TICLE 9 COO ' I INATION D COOPE TION Section 9.01 • TICLE 10 PROTECTION OF RIGHTS, PERSONS D PROPERTY Disputes Procedure 12 Subcontracting 13 Cooperation with Other Contractors 13 Section 10.01 Accidents and Accident Prevention 15 Section 10.02 Adjoining Property 16 Section 10.03 Emergencies 16 Section 10.04 Bonds 16 Section 10.05 Risks Assumed by the Contractor 16 Section 10.06 Contractor's Compensation and Liability Insurance 17 Section 10.07 Liability Insurance of the Owner 18 Section 10.08 Owner's and Contractor's Responsibilities for Fire and Extended Coverage Insurance Hazards 18 Section 10.09 Effect of Procurement of Insurance 19 Section 10.10 No Third Party Rights 19 TICLE 11 USE OR OCCUP CY PRIOR TO ACCEPT CE BY 0 ER Section 11.01 Section 11.02 Substantial Completion Occupancy Prior to Acceptance TICLE 12 PA ENT 19 19 Section 12.01 Provision of Payment 20 Section 12.02 Withholding Payments 22 Section 12.03 Documents and Conditions Precedent to Final Payment 22 Section 12.04 Final Payment and Release 23 TICLE 13 TAX EXEMPTION Section 13.01 Tax Exemption 24 ji Rev 07-2014 , TABLE OF CONTENTS TICLE 14 GU ' • TEE Section 14.01 TICLE 15 ST D Section 15.01 Section 15.02 Section 15.03 Section 15.04 Section 15.05 Section 15.06 Section 15.07 Section 15.08 TICLE 16 TICLE 17 TICLE 18 TICLE 19 Page Guarantee 24 PROVISIONS Provisions Required by Law Deemed Inserted Laws Governing the Contract Assignments No Third Party Rights Waiver of Rights of Owner Nondiscrimination and Affirmative Action Limitation on Actions Owner's Representative ACCOUNTING, INSPECTION CONT CTOR PERFO ROYALTIES AND PATENTS DA IT CE EVALUATION CONFIDENTIALITY AND USE OF 0 ER'S N 25 25 25 25 25 25 26 27 27 27 27 Section 19.01 Release of Information 27 Section 19.02 Confidential Information 28 Section 19.03 Use of Owner's Name 28 TICLE 20 CO' ELL UNIVERSITY ST D 11 SOF ETHICAL CONDUCT 29 Rev 07-2014 IBITS A Change Order A-1 Change Order Documentation Instructions Construction Contract Change Order Request Construction Contract Change Order Summary B Schedule of Values for Contract Payment C Final Release D Application and Certificate for Payment E Guarantee F Form I Contractor's Affirmative Action Plan Use of MBE and WBE Vendors Form II Contractor's Affirmative Action Plan Summary of Bid Activity with MBE and WBE Subcontractors and Vendors Form III Affirmative Action Workforce Report Form IV Minority -Women Utilization Report G Labor Rate Breakdown H Stored Materials Invoicing Documentation Contractor Performance Evaluation iv Rev 07-2014 • T CLE 1 -- INTERPRETATION OF CONT CT DOC ENTS 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 07-2014 TICLE 2 -- CONT CTOR Section 2.01 - Contractor's Obligations 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 materials and supplies used by the Contractor in the Work, free from all liens, claims or encumbrances. 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. Rev 07-2014 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 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. Rev 07-2014 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 info ation as the Owner made available to the Contractor or from their own inspection and examination of the site prior to the Owner's receipt of bids. B. In the event that the Contractor encounters subsurface physical conditions at the 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 Rev 07-20 1 4 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 dete ine 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 ten (10) 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 07-2014 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 D ACCEPT CE Section 3.01 - Access to the Work 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 07-2014 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 07-2014 T C E 4 -- CHANGES IN 0 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. 2. By applying the applicable price or prices previously bid and approved. This method shall be used if the Contract contains applicable unit prices. (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 su ed 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 limit, 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. 8 Rev 07-2014 3. 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. (ii) Materials (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. 4. 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. E. Mark-ups: 1. 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. 2. Work 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 perfo ed 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. 4. No markup shall be paid on the premium portion of overtime pay. 5. No markup shall be paid on insurance, taxes, fringe benefits or bond cost. Where the Work involves both an increase and a reduction in similar or related Work, the above percentage override shall be applied only on the amount, if any, that the cost of the increase exceeds the cost of the reduction. 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-1. Each submission shall include a paper copy and an electronic .pdf format of all documentation. 9 Rev 07-2014 G. Unless otherwise specifically provided for in a change order, the compensation specified therein includes a full payment for both the Work covered by 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 - Form of Change Orders All change orders shall be processed, executed and approved on the Owner's change order form, which is included herein as Exhibit "A" and made a part of the Contract Documents. No alteration to this form shall be acceptable to the Owner and no payment for change order Work shall be due the Contractor unless a change order has been issued and approved on said form. TICLE 5 -- TIME OF 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 the time for the 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: 10 Rev 07-2014 1. any preference, priority or allocation order duly issued by the Government of the United States or the State of New York; 2. 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. G. The time for completion can only be extended by change order and may be extended for: 1. 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. TICLE 6 -- TE ATION Section 6.01 - Termination for Cause 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 te ination, 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. 11 Rev 07-20 14 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. T C E 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 Owner 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, within ten (10) working days after such decision, shall 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 may file a notice with the Owner reserving its rights in connection with the dispute but shall comply with the Owner'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. Rev 07-2014 D. The Contractor's failure to comply with any or all parts of Article 7 shall be deemed to be: 1. 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. TICLE 8 -- SUBCONT . , CTS 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 • II INATION D COOPE TION 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. 13 Rev 07-2014 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. 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 Work 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. 11. 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. 14 Rev 07-2014 ARTICLE 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. The Contractor shall supply the Owner with all Contractor and Subcontractor written accident investigation forms and accident reports prepared. C. The Contractor shall provide to the Project Manager, Material Safety Data Sheets (OS 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. 1. 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 name. 2. 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 OS or other gove ental 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. D. 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. 15 Rev 07-2014 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. 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. Section 10.05 - Risks Assumed by the Contractor A. Indemnification. To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner and its agents and employees from and against all claims, damages, losses, fines, and expenses, including attorneys' fees, arising out of or resulting from the performance of the work including, but not limited to, those arising out of bodily or personal injury, sickness, disease, death, or injury or destruction of tangible property, including the loss of use resulting therefrom, to which the Owner, its agents or employees may be subjected by reason of any negligent act or omission, 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, regardless of whether or not it is caused in part by the Owner, except to the extent caused by Owner's own negligence. 1. In the event that any party is requested but refuses to honor the indemnity obligations hereunder, then the party indemnifying shall, in addition to all other obligations, pay the cost of bringing any such action, including attorneys' fees, to the party requesting inde ity. B. 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. 16 Rev 07-2014 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 Compensation Insurance. 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. 2. Contractor's Comprehensive General Liability 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 IN D AGE L Y D PROPERTY ITY (BRO 1. FO $ 5,000,000 $ 5,000,000 Each Occurrence Aggregate 3. Automobile Liability Insurance. A policy covering the use in co ection 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 IN PROPERTY D $ 1,000,000 $ 1,000,000 Y AGE L ILITY Each Person 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. 17 Rev 07-2014 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. D. Before commencing the performance of any work covered by the Contract, the Contractor shall furnish to 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 Insurance of the Owner 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. 18 Rev 07-2014 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 fo 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 architects 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 incident 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. 19 Rev 07-2014 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. TICLE 11 -- USE OR OCCUP CY PRIOR TO ACCEPT CE BY 0 ER Section 11.01 — Substantial Completion A. The term "substantial completion" means the completion of the Work to the extent 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 ma er which shall not unreasonably interfere with said use, occupancy and operation by the Owner. • • TICLE 12 -- PAYMENT 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. 20 Rev 07-2014 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, attached hereto as Exhibit "B" and made a part of the Contract Documents, when approved by the Owner and Architect 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 a written statement, including Contract Number, full name of the project and the name of the Owner's Representative as set forth in Article 15, Section 15.08, in approved format to the Architect with five (5) copies, 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 duplicate copies of 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. 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. (d) If, pursuant to a prior written agreement with the Owner, payments are requested on account of materials or equipment not incorporated in the work which have been delivered and suitably stored at the site, or at some other location, such payments shall be conditioned upon submission by the Contractor of bills of sale, insurance certificates, notice of bonded warehousing, in accordance with Exhibit "H". The Contractor shall bear the cost of transporting materials stored off-site to the site. 21 Rev 07-2014 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. The Architect shall submit the approved applications for payment to: Facilities Contracts 121 Humphreys Service Building Cornell University Ithaca, New York 14853 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. After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner provided in the Agreement within thirty (30) calendar days of receipt of the approved Certificate from the Architect. However, by issuing a Certificate for Payment, the Architect shall not hereby 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. 5. Any reduction with respect to retention shall be done in accordance with the Change Order provisions as outlined in Article 4 of these General Conditions. The Contractor shall submit to the Owner a written request for such reduction including a Consent of the Surety for such reduction. 6. The remaining 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 12.04. D. "Schedule of ounts for Contract Payments" and "Schedule Contractors Monthly Requisitions" ( Document G702; Application and Certificate for Payment) must be submitted, in the form as those contained herein as Exhibit "D", to comply with requirements for tax exemption. 22 Rev 07-2014 Section 12.02 - 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. 2. 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. 3. 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 12.03 — Documents and Conditions Precedent to Final Payment A. As -Built Documentation 1. 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: 1. 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. a. Warranties, 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. 23 Rev 07-2014 Fixed Equipment Inventory as defined in General Requirements Section 01 78 22. 2. The Contractor shall also provide a CD containing sca ed .pdf format and/or Word Documents of all documentation. Section 12.04 - 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. T CLE 13 -- T EXEMPTION Section 13.01 - 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. 24 Rev 07-2014 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. T CLE 14 -- GU TEE Section 14.01 - Guarantee 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". TICLE 15 -- ST , 0 PROVISIONS 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 shall be deemed to be inserted therein. 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 written consent of the Owner. 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. 25 Rev 07-2014 Section 15.05 - Waiver of Rights of Owner A. None of the provisions of the Contract will be considered waived by the Owner except when such waiver is given in writing. Section 15.06 - Nondiscrimination and Affi ative Action A. The Contractor shall submit copies of their Affirmative Action Program and the Affirmative Action Programs of its proposed subcontractors within thirty (30) days after execution of a contract. A meeting to review these fo s will be scheduled by the Owner after receipt of the same. Such Affirmative Action Programs must be satisfactory to the Owner. The Contractor shall designate a Compliance Officer in their organization who shall be responsible for implementing the Affirmative Action Program 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 of women and minority workers employed. These reports shall be submitted to the Owner Representative on the Affirmative Action Workforce Report and Minority - Women Utilization Report attached hereto as Exhibit "F". B. The Contractor agrees, in addition to any other nondiscrimination provisions of the Contract, that the Contractor shall comply fully with and shall cooperate in the implementation of any Affirmative Action Requirements for Equal Employment Opportunity and Minority Business Enterprises (MBE) participation required by the Owner, at no additional cost to the Owner. Any such requirements shall be incorporated in their entirety in all subcontracts of any tier. C. These provisions shall be deemed supplementary to the nondiscrimination provisions required by applicable federal and state law. D. The Contractor shall submit for Owner approval, a plan of affirmative action designed to assure minority group members an equal opportunity in employment and subcontract work within thirty (30) days of contract award. The Contractor's Affirmative Action Plan must be approved by the Owner. E. The following forms, attached hereto as Exhibit "F" and made a part of the Contract Documents, are to be used in submitting Affirmative Action Plans and hereby made a part of the Contract Documents. 1. Use of MBE and WBE Vendors (Form 1) 2. Summary of bid Activity with MBE and WBE Subcontractors and Vendors (Form II) 3. Affirmative Action Workforce Report (Form III) 4. Minority -Women Utilization Report (Form IV) This Plan is supplementary to all federal and state nondiscrimination requirements. Cornell University is an Equal Employment Opportunity Employer. 26 Rev 07-2014 F. The goals for participation (minority and female), expressed in percentage terms for the Contractor's aggregate work force in each trade on all construction work, are as follows: Carpenters 4.8% Electricians 14.1% Laborers 7.8% Masons 2.8% Painters 25.7% Plumbers 5.9% Sheetmetal Workers 4.0% G. The Contractor shall demonstrate compliance with these goals by submission of the Affirmative Action Workforce Report (Exhibit F — Form III) on a monthly basis. The Prime Contractor shall provide a single monthly report inclusive of all subcontractor information for the project labor. On-site office personnel should not be included in the "workforce" totals. Such forms shall be submitted to: Facilities Contracts 121 Humphreys Service Building Cornell University Ithaca, New York 14853 Section 15.07 - 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 15.08 - Owner's Representative 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 (Christopher Davenport) shall be recognized by the Contractor. •27 Rev 07-2014 TICLE 16 -- ACCOUNTINGS, INSPECTION DA IT 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. ARTICLE 17 — CONT CTOR PERFO CE EVALUATION The Owner shall schedule a meeting at fifty percent (50%) based on project invoicing and at project completion to review with the Contractor their performance for the project unless performance warrants additional reviews. The Owner shall present its review based on the attached "Contractor Performance Evaluation", Exhibit I. The Contractor shall be given the opportunity to provide input as to the findings of the evaluation after completion by the Owner. TICLE 18 -- 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 ha less 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. TICLE 19 -- CONFIDENT ITY D USE OF 0 ER'S N Section 19.01 - Release of Information The Contractor shall not divulge information concerning the Work (including news releases, internal house organs, applications for permits, 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 University's approval to release information by submitting such request to the Cornell University Project Manager. 28 Rev 07-2014 Section 19.02 - 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 19.03 - Use of Owner's Name The Contractor shall not use, in its external, advertising, marketing program, 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 20 -- CO ELL IVERSITY ST D S 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 http://finance.fs.cornell.edu/contracts/fo s/contractors.cfm. 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 $75.00 given to a Cornell employee for personal use. Items not considered gifts/gratuities include occasional business meals, items of an advertising nature, and items that are generally distributed to all potential customers. In addition, it is expected that the Contractor's officers and employees shall conduct all business related to this Contract within the highest ethical standards, observing applicable policies, practices, regulations, law, and professional standards. All parties are expected to report violations of this policy to appropriate university personnel. You may file a report to on the web littps://secure.ethicspoint.com/domain/en/report_custom.asp?clientid=6357 or contact Cornell University through EthicsPoint by dialing toll-free 1-866-293-3077. 29 Rev 07-2014 Cornell University Facilities Se ces C GE ORDER Cornell University Facilities Contracts 121 Humphreys Service Building Ithaca, New York 14853 EXHIBIT "A" Distribution to: OWNER ARCHITECT CONTRACTOR FIELD OTHER PROJECT: TO (Contractor): You are directed to rnake the foliowing changesin this Contract: Item No. Description CHANGE ORDER NUMBER: INITIATION DATE: 0ER'S CONTRACT NO: CONTRACT DATE: Reference Amount Not valid until signed by both the Owner and Contractor Signature of the Contractor indicates the Contractors agrcement herewith, including any adjustrnents in the Contract Pnceor ContracTime The original (Contract Price) was __$ Net change hypreviously authorized Change 0,�,�___.______________________._____.� The (Contract Price) prior mthis Change Order nu�_________________________________� The (Contract Price) will be (increased) (decreased) (unchanged) by this Change 0,&er_____________$ The new (ContracPrice) including this Change Order will ��_____.___________.______� The Contract Time will be (increased) (decreased) (unchanged) by The Date of Substantial Completion as of the date of this Change Order therefore is AUTHORIZED SIGNATURES: CORNELL UNIVERSITY ( ) Days CONTRACTOR 0 ER BY BY TITLE TITLE DATE DATE EXHIBIT "A-1" CORNELL UNIVERSITY Division of Facilities Services Construction Contract Change Order Forms Instructions to Change Order Documentation Facilities Services ("FS") has created this Standard Change Contract Change Order Request and Change Order Summary Forms to facilitate preparation of contract change orders in conformity with construction contract requirements. The forms have been prepared to comply with contract requirements presented in the General Conditions, dated July 2014. The Change Order Request form shall be used by the Contractor and by all Subcontractors in preparing their cost estimates for services associated with the Changed Work. The Contractor shall submit to the Owner the Change Order Summary Form with all associated back-up documentation. 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 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. CORNELL UNIVERSITY FACILITIES SERVICES PR EXHIBIT "A-1" CONSTRUCTION CONTRACT CHANGE ORDER REQUEST 0 Name of ContractouSubcoutractor performing Work: DESC • P ON OF WORK: COR g CONTRACT NO. A. DIRECT COST OF WORK: 1 LABOR (Attach S ung Documentary* ASSIGNED PERSONNEL OR WORK CREW 2 MATERIAL (Attach Supporting Documentation) ILATERLAL REQUIRED FOR CHA.NGE 3 EQLTPMENT (Attach Supporting Documentation) EQIIPNEENT REQU t• D FOR CHANGE 4 OVERHEAD AND PROFIT HOURLY WAGE ATE P. 11 0• WO • et LABOR TOTAL UNTT PR/CE LTNTI OF 3EEASURE REQt UNTIS I. 0 MATERIAL TOTAL IJNIT PRICE UNTI OF IEEA.SURE REQL1RED ENTIS 0 EQUIPMENT TOTAL CT COST (SITM 1, 2, 3) P Rate 5 BOND PREMIUM Bond Premium Rate TOTAL COST TOTAL CONTRACT DAYS .ADDED/DELETED FROM PROJECT SC 11 ULE TOTAL COST TOTAL COST TOTAL COST CORNELL UN RSITY FACILITIES SERVICES PR • CT 111LE: EXHIBIT "A-1" CONSTRUCTION CONTRACT CHANGE ORDER schatkRy DESC ON OF WORK COR CON ACT NO. A D CT COST OF WO 1 NAME OF CONTRACTORISUBCOVIRACTOR PERFORMING WO C COST (SUM I, 2, 3) 4 P 11 CONTRACTOR OVERHEAD AM PROFIT OH&P Rite 5 FABLE CONTRACTOR BOND PREMIUM Bond Premium Rate TOTAL COST OF PROPOSED CHANGE ORDER ITEM TOTAL CONTRACT DAYS ADDED/DFE F FROM PROJECT S I ULE TOTAL COST 1 z Name of Co I t00 <-4 I : 1, 0 : Date Project Address City County State FINAL RELEASE EXHIBIT "C" FINAL WAIVER OF CLAIMS D LIENS D RELEASE OF RIGHTS Contract Date Contract Price Net Extras and Deductions Adjusted Contract Price ount Previously Paid 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 attorneysfees) 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 Corporation or Business Name Day of 20 By: Title: La PAGE ONE OF 0 0 0 a 0 N (.7 z L,1 0 w2 0. cc 0 cc 0 Distribution d Ili z i - Z Q 26 P I- < u Z 0. L.L.] 0 <3.0-U c2.1 CT) a 3. TO OWNER: ARCHITECT: FROM CONTRACTOR: E. 0 !...) o -c vs g a,T3 0 u u - -v 0 .0 Ju -0 .2LJ 0 a E g >-0o E e. U 0 c2 E E 7cJ * Li3 C. g L*4 u a.) 4 a.* u o ad 0 E Lo, ri -0 1.; r3 v u •-• g 0 .c " 2 73 a.) cj .D ,> (:) - CJ 3 u 11 a o -C +-1 5 .50 E 0 10 w.52 ›- c CL CC c 0 8 c -ci z o 0 2 =MI a. c' Q..• -f <5 L2 a`:: ce rt. o , cc .2. 1.2 174 Z `0; 8 CONTRACTOR: 04 4,0 1. ORIGINAL CONTRACT SUM 2 . Net change by Change Orders 3 . CONTRACT SUM TO DATE (Line 1 ± 2) 0 EXHIBIT "D" v a E +.1 ea 0. L.1 0.'7) w 0 Q •-?.'.. 3 z 72- e D ‘.4, 0 i-• 0 r's lai e-- Ill + U CC ....„, ID. 0 .-....,, .... 0 ...... In 0 cn 7-4 cn 0 N0 - tu I- 0 0 0 -1 LL -,o+ '.15 L.: 10% 1 LUZC2 Z:icv IJJ ... a,...c, 0 c c LIN c 2Q CC •S 'LA vz 5 E 3 ,. w Z c 4 v I.- c � Li .D I-0. 10's . \.3 z 111 2 0 CC < ,F3 u L.) en 'a 8. en , c w - _J 8. CURRENT PAYMENT DUE z :17 cr 0 z 0 DEDUCTIONS ADDITIONS CHANGE ORDER SUMMARY NET CHANGES by Change Order < 0 r if g 2 6 0 a.. u uctions on re AIA DOCUMENT G703 (I ION SHEET z 1 z 0 0 .ICATION NO.: FICATE FOR PAYMENT, TION AND CE E E v EXHIBIT "D" z 0 05 E z 0 RETAINAGE (IF VARIABLE) RATE) BALANCE TO FINISH (C - G) a az + 0 TOTAL COMPLETED AND STORED TO DATE (D+E+F) MATERIALS PRESENTLY STORED (NOT IN D OR E) WORK COMPLETED 0 0 UI D. VI = 1-. FROM PREVIOUS APPLICATION (D + E) SCHEDULED VALUE DESCRIPTION OF WORK 41 Ci z 0 05 E z 0 GU TEE Date: IBIT "E" In accordance with plans and specifications and the terms and conditions of our contract with Cornell University dated we hereby guarantee the as found in the specifications for , Ithaca, New York to be free (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 CONT . , CO 1T, CTOR'S AFF 1 \ 11 Use of MBE and Please print or type all information, except where a signature is required. PROJECT: Amount of Contract: Name of Prime Contract Bidder: 11\ AT ACTION P E Vendors EXHIBIT "F" FO • Address (Street, City, State and Zip Code): Telephone Number (Including Area Code): 1. List previous Cornell University work done by your Trade: 2. Do you intend to subcontract any work on this project? Yes A. What is the total dollar value of work you intend to subcontract? ount $ Range: From $ to 3 Do you intend to purchase supplies and/or use vendor services? A. What is the total dollar value of your intended purchase and/or vendor? ount $ No Range: From $ to $ 4. List the work you plan to subcontract in area A. below and list the items you propose to purchase and/or vendor services you propose to use in area B. Use additional sheet(s) if required. A. Trade ount of Work to be B. Subcontracted Trade ount 1 Supplies and/or Vendor Services Item ount EXHIBIT "F" FO • 5. Indicate by dollar value and percentage of contract, the total of your goal for minority and female vendors and subcontractor participation including your goal for purchases and services. (The percentage given should be a percentage of your total contract amount. MBE WBE 4. ount ount • • II Percentage Percentage (v. 6. Indicate your goal for minority participation in the labor force by dollar value and percentage of total monthly manpower per trade. MBE WBE 4 ount ount A Percentage Percentage 7. List MBE and WBE vendors utilized by your firm over the past five (5) years: MBE or WBE Vendor CONT • CT (Indicate which) A 10 DRESS PROJECT ' • • 0 T This space provided for any comments your organization may have regarding the utilization of MBE and WBE vendors: OFFICER OF P E CONTRACT BIDDER: Name and Title: Signature: 2 Date: CONT CTOR'S AFF EXHIBIT "F" FO' I ATIVE ACTION PLAN Summary of Bid Activity with MBE and Subcontractors and Vendors Please print or type all information, except where a signature is required. PROJECT: Name of Prime Contract Bidder: E Address (Street, City, State and Zip Code): Contact Person (Name, Title and Telephone Number): MBE and WBE Subcontractor/Vendor (Indicate which) Item/ Bid Submitted: Award Status Trade Date ount Date Date of ount Elimination EXPL ATION OF ELMINATION: Include meetings held for negotiation, etc. (Use additional sheet if necessary) OFFICER OF F Name and Title: 10 Signature: Date: 0 z " z -4 , u 4... 1, 0 ",. 44 gw„ rip q z 4 ...., . 4 5' IC U , WA 9 1 M . " r , m ..... SA4 — a. 6 4 11 z 4 4 g A A w , b" g 0 .. 10 .w. A . gg u 0 H" - Comma Subcoancarr azd Sub-SubEanrractq's N e 0 t Tornell University .Facilities Services PROJECT TITLE: CON C TOR: Base Hourly Rate: CO% Payroll Taxes and Insurance Kik A. Federal Unemploy-ment Stare 13c ...loyment * Worker's Compensation • Bodily Jnjuiy & Property D31112ge Disability TRADE: EXHIBIT "G" LABOR FLATE BR.E. OWN (ON «T NO. C DATE: TION DATE: tb per Hour TOTAL Payroll Taxes and Insmance Rates- Base Rate (x) Total 6e = * Rates are net Contractor cost after premium discounts and experience modifications have been applied against manual rate. Supplement al Benefit Vacation Health & W Pension Annuity Education Training Industry- $ per Hour Total Homly Fringe Benefits Hourly Labor Rate: Base Rate, Taxeselnsurance and Fringe B is Adjustment for a c osite rate which includm apprentices: CTOR'S CER1U1CATION I cernfy that the hbor rates, um e emu ntrions, hbor e enmiranoni and expenses are correct and in accordance with actual and true cost incurred. Signature of Authorized A/presentative Name: Title: Co ell University Facilities Se *ces PROJECT 111LE: STORED NLATERIALS LNVOICING CONTRACTOR: SUBCONTRACTOR: REASON FOR REQUEST: DOCU\IENTATION CONTRACT NO. APPLICATION FOR PAYMENT NO. DATE: .Material Ideutificarion Description: Quantity: Provide Specific Location of Materials Stored: Material Value r---1 Attach an Invoice or Quantified Statement of Value. Certificate of Insurance Attach n Certificate of Insurance for the above specified materials. Certificate shall name "Cornell University" as a loss payee with respect to the specified materials. 4 Transfer of Title EXHIBIT "H" The Contractor hereby agrees to transfer complete ownership of all listed materials to Cornell Duiveisity nIthe time payment is made to Contractor for the above referenced Application for Payment. The Contractor imams responsible for all contractual requirements for the above listed materials including complete installation and providing of all warranties. Signed: Date: ell University EXHIBIT "I" Exhibit 1 Contractor Performance Evaluation Project Information Project Name: Prnject Nurnter EvaMalarlsr. Prolea Team: a Date cC Evalualarc Protect Stari ate: Subetatlat Completion. Contractor Oflfla C Arnouit Total Cb3r,e * Prealaaticzton Tale Ca NIA Aronunt Cotenant PrOeol Manager Con:motor:3 nt..clent PrEarrirlarf Valuation Li Frig Eetuaincn Type of Contract Ej Prime Contractor comta e Frojteci Cormentskleserpon: Performance Evaluation Please give one rating for e y. Add comments as required to justify your rating Unacceptable 1 Poor 1 Average 1 Very Good 1 Excellent 1 2 3 4 5 1 Quality of Worlimanshtp Rat2 MT co/Maar/II pelf0M1VICe ' • -r4 ro qua Of work a. Compliance proiecl drawings andecdit.a t ions b. Workrnanslep (Natty and accuracy c. Tocla — quality and sunkferil quantity d. Ewipment — .suriateni quantity and operallrg conaltton • Qually o/ ne craft peso/line Cornerarts! 2 SchedurIng1ProductIvIty Rare Mrs coon -actors performance wish regard ro producing and meettig confrxt opliedutes ardmrtlestones. a. Project scbedde quail aid completeness 0. Co ling of prcject schedule e. Manpower allocation mantairlIng P441K1 weal* Maiertal CO/verses to s rt project .4 ecuie Atilny to meet suostanUal oomptentvi Ore an project mites:ones ProcUct4ity of wort forte COrnoWnS: , 4 5 3 Subcontractor Mona - ant Flare a coarracMrs arully, eqort dal success rn coorolnattog suoccotre:nrs 110 au nzracrora. rare 0115 COIllTaCTOr5 ovorariprotacr management p of Comments - 2 4 4 MEIEMBE Participation Rate Me coati-a:tort MEEMBE sok.tatedn effort and pardclogicn for Mb project ror Team, ..7uozeriPactor, Material Vender Commerts: 4 5 5 Safety are nits coidacZns performance nil tp. a. Timely subrrisVon or ale ipecac sarery 6, Knowledge o4' OSHA standards Miplemectallon OT safely rulee and regulator's 0. PromcCon and creation of safely awareness e. Day and overall housekeeping T. SaJety record g. Response *Seely wcTla • Awareness al public safely Comma: Contract Adminletra Rate tills conDactsfs • •rnire per criCerta ataw. a. Timely submission t cernplete and 03n rebli;e0 110 Insurance 3n 11 D. Change order processing c Timely subrriseeon ot RFI11.Saco Sulociont-acior paymerrs rna:le pt e. Ilmetysubfrisbon ot complete and correct payment applicatone 1_ Opal p 11 rid Chan Cominerts: Unacceptable 1 Poor 1 Average 1 Very Good 1 Excellent 1 2 3 4 5 7 Working Relationships 5 Rare Ma conracters wonting ratenlosnips WM other p3t11 7 e , Ccm% design professlonal, subcontractors, etc.) COITIlner13: 4 5 5 Supervisory Personnel Rating Rare the metal performance of this coneactart on-sge nteetvt.sefy p EYSGalle! and prcylect management rer 4 5 9 Contract Close -Out Rate tills can:Tao:an rNera8 acay erfic 3. D. Timely re on of all ia-ig plunge orders c. Timely sueurfsslon 1111 31 dose -on .4 • Dlereb pants, As-Buir.s. warrarcles. GenNal Cc* torASimccntractor Final Releases and Co cuaily c4 dose -out clocLrnentaeon and timely leton oeany o 'Met/ compiellen 011 38 pure:bast terns Commems: 4 urEt) guestlons 5 Summary Sheet 2 3 4 7 Project: Contractor: Performance Categories Quality of Workmanship Scheduling Subcontractor Management MBEIWBE Participation Safety Contract Administration Working Relationships On -Site Supervisory Personnel Rating Contract Close -Out Comments: Rating per Category Weight (%) 15 10 10 10 10 10 10 1B 7 Scoring 00 000 OE 00 DD .00 Rating Reference 1-als to achieve expeet Needs / vement: 2 Rally ach.eves expectotimts: 3 Frequenty exceeds expect 4 Cons gently exceeds egPecE5 Cornell/Contractor Evaluation Review Input (Page 5 to be filled out by the Contractor before the discussion meeting) Contractor Project Date Contractor Comments: 5 GENE REQ MENTS FOR MYRON TAYLOR NORT ST EXTERIOR SONRY REP CORNELL UNIVERSITY IT CA, NEW YO May 18, 2017 TABLE OF CONTENTS SECTION 01 11 00 SUMMARY OF WORK..........................................................................1 1.0 GENE 1 1. 1 2.0 PRODUCTS - NOT USED .....................®....®............................®.®.........®........®.....®....®...... 3.0 EXECUTION - NOT USED ...®®........................®....................®...®..®.................................. SECTION 01 14 00 WORK RESTRICTIONS....................................................................... 1 4.0 GENE 4.1 RELATED DOCUMENTS.................................................................................... 1 4.2 CONTRACTOR USE OF PREMISES................................................................... 1 4.3 PARKING...............................................................................................................2 4.4 CHANGEOVERS AND CONTINUITY OF SERVICES ..................................... 3 4.5 OBSTACLES, INTERFERENCE AND COORDINATION................................. 3 4.6 EQUIPMENT AR'. NGEMENTS........................................................................ 4 4.7 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC.............................. 5 4.8 E *, MINATION OF PREMISES, D' WINGS, ETC ......................................... 5 4.9 STAND DO DATES........................................................................................ 6 4.10 WO ING HOURS............................................................................................... 6 5.0 PRODUCTS - NOT USED.............................................................................................. 6 6.0 EXECUTION - NOT USED............................................................................................ 6 SECTION 01 25 00 SUBSTITUTIONS D PRODUCT OPTIONS..................................1 1.0 GENE 2.0 3.0 1.1 DESCRIPTION.......................................................................................................1 1.2 DEFINITIONS........................................................................................................1 1.3 ACTION SUBMITTALS....................................................................................... 2 1.4 PRODUCTS LIST.................................................................................................. 2 1.5 QUALITY ASSURANCE...................................................................................... 2 1.6 PROCEDURES.......................................................................................................3 1.7 EQUIVALENTS - APPROVED EQUAL............................................................. 3 1.8 CONTRACTOR'S OPTIONS................................................................................. 4 1.9 SUBSTITUTIONS..................................................................................................6 1.10 COMPA' x..BLE PRODUCTS.............................................................................. 7 1.11 CONTRACTOR'S REPRESENTATION............................................................... 8 1.12 ARCHITECT'S DUTIES........................................................................................ 8 May 18, 2017 SECTION 01 31 MEETINGS1 1.0 GENE 1.1..e............s..osase....o.o.ogoos..sseettagase......mosooese.se.osoossoomeg000ae000000e.o.aosors...e.seae.s.saeo.soveeas 1.1 1 1-2 MEETING ......................................l 1.3 ��{�[��]��������T�J(��...............................................� 1.4 ...............................4 2.0 PRODUCTS - NOT USED 4 3.0 1.0 GENE 1.1 1.2 1.3 ,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,.] 1.4 ....................................................� 1.5 PROCESS OVERVIEW................._.........................~.2 1.6 ADDITIONAL........................................4 .�� SUMMARY 1 2.0 PRODUCTS - NOT USED .............................................................................................. 4 3.0 EXECUTION - NOT USED ................,.........,...,--.......,..,.,,...,.................,...,.......,....,....4 1.0 GENE 2.0 3.0 �T�Y����]��.........................................................T FO�..............................................] PRODUCTS - NOT USE]D.~~.~~~.~..~~~.~...~~~~~~~~~.~.~.~~.~~.~.~~~.~.~~~~~~~~~~.~~~~~.~~~.~~.~.~~~~~.~..~~~~.~~~.3 EXECUTION 3 SECTION 01 32 33 PHOTOG 1.0 GENE 2.0 3.0 .� PHIC DO....~...~....._.~..,.,~..~...,._.,~..1 1.1 .....................................................} 1.2 SUBMITTALS ,,_,,,..,.,,.,^,.,,,,._,,,,^.,,.,,_,,..,.,,,,.I PRODUCTS - NOT USED eoseers0000s0000see.amteeseseeeeeseeeseseevaee...serseeeeeeeoveseeeeeeeessooat0000seso.e...o.o... EXECUTION,80,0486480(06,1810•0611“.60918.10.180018018016Q.IFQ0G.0,1818.Q18.1800111000(“0600.5..1801060001}.18661"I0.01,4,18.1861896.100•1890.186.18.48181.061161.00.1 3.1 EXISTING CONDl7lONPHOTOG��^�fl�------------------- 3.2 PROGRESS PHOTOGRAPHS --------------------------1 May 18, 2017 SECTION 01 33 SUBMITTAL PROCEDURES1 1.0 GENE 1.1 ----------------------------------.l 1.2 SUBMITTAL REGISTRY AND 8CfIEDlJLE------------------1 1.3 SHOP DRAWINGS --------------------------------2 1.4 PRODUCT DATA --------------------------------..3 1.5 8�������8-------------------------------------4 1.6 QUALITY ASSURANCE AND QUALITY CONTROL 8lJBMlTTAl.8----5 1.7 COO' DONATIOND • WINGS ........................................................................... 0 1.8 CONTRACTOR RESPONSIBILITIES ................................................................. 9 1.9 SUBMITTAL PROCEDlJBEQ-------------------------..l8 1.10 RECORD SUBMITTALS .................................................................................... ll 1.11 RESUBMISSION REQUIREMENTS ---------------------..l2 1.12 ARCHITECT'S DUTIES ...................................................................................... l2 1.13 D ---------------------------------l3 2.0 3.0 1.1 1 1.2 CONTRACTOR'S PROJECT SITE SPECIFIC 1 1.3 3 1'4 LEAD 3 1.5 SITE 3 2.0 3.0 SECTION 0135 43 GENE 1.0 GENE 2.0 3.0 ~ 1.1 DESCRlPTlON----------------------------------.l 1.2 RELATED SECTIONS .......................................................................................... l 1.3 SUBMITTALS ----------------------------------.l 1.4 JOB SITE ADMINIST-------------------------.l 1.5 CLEARING, SITE PREPARATION AND SITE lJSE--------------2 1.6 NOISE AND VIBRATION .................................................................................... 2 1.7 l�{J�TK�(]I�T�{]�--------------------------------..2 1.8 PROTECTION OF THE ENV -------------------.2 1.9 OF PIPING AND --------3 1.10 HAZARDOUS ORTOXIC MATERIALS ............................................................ 4 .� PRODUCTS - NOT USED ~~..,~~~~.~~~.~~..~~.~~~.~~~~...~...~.~~~~~.~.~~~.~~~~~~.~~~~.~~~~~~..~~.~~~.~.~~~~.-~~4 EXECUTION - NOT USED ................~~.....~.._..................~..........................~...~..~~~~~~4 1.0 GENE 2.0 3.0 K.-...~.~-~.~~~~~~.~.~~.~.......~~~..~...~~~~.~...~~~.~~.~...~~~~.............1 1.1 SPILL ------------------------------..l 1.2 SPILL CONTROL PROCEDURES ....................................................................... l 1.3 SPILL REPORTING AND 4 SECTION 01 41 00 REGULATORY REQUIREMENTS 1 1.0 GENE 2.0 3.0 Ailli.1,1,1,"”.~.~•08.,01..”0.1.0.18.0~00".6.11/0~6.0.6t00.0.0..~S.0..et.8.11,Me11,0011,~0.141,59.09,00,011,0.011,180.”...~.0.4,......~00.06,� 1.1 PEy.K�ITS AND LICENSES ........................^.^.^.^................} 1.2 INSPECTIONS ,,,...,,^,.^,,_.,,,^,,,,,,,,.,,,,,,.,._.^,,,_,.1 1.3 2 1.4 0 ER'S REQUIREMENTS........................................_....2 1.0 GENE 1.0 2.0 1.1 INTENT OF CONT .�CTD(JClJB&BNT8--------------------1 1.2 RELATED DOCUMENTS ----------------------------1 1.3 DEFINlTlC)ND----------------------------------..l 1.4 0 ER AGREEMENTS ----------------------------..4 1.5 INDUSTRY STANDARDS ................................................................................... 4 1.6 ABBREVIATIONS AND ACRONYMS ---------------------5 EXECUTION - NOT USEDoeopogeop000peootomeee000000ssooveaooee.o...seemeosm.eemeseeamee.eseeogoosmeas...s. 18 1.0 GENE 2.0 3.0 1.1 1.2 1.3 1.4 DE8CRlP7ION----------------------------------.l CONTROL OF ON-SITE CONSTRUCTION ------------------.l 1.1 DE8CRIPTlON----------------------------------.l May 18, 2017 2.0 3.0 PRODUCTS.,..00.06.6"4”."41,11.tee..,6”,110,8600.16.0.111.0•18.01"8.A.8.0.0.018600.Q.0,0*Q.O.Q..Q.00•60..06.00$.Q....§...0.6.090.66.000•416,611,6 2.1 MATERIALS, GENERAL ..................................................................................... 1 2.2 TEMPORARY FIRST AID FACILITIES.............................................................. 1 2.3 TEMPORARY FIRE PROTECTION .................................................................... 2 2.4 CONSTRUCTION AIDS ....................................................................................... 4 2.5 SUPPORTS............................................................................................................. 4 2.6 TEMPORARY ENCLOSURES ............................................................................. 4 2.7 TEMPORARY WATER CONTROL..................................................................... 5 2.8 TREE, PLANT AND LA 2.9 GUA' 'RAILS AND BARRICADES ................................................................... 6 2.10 ACCESS ROADS AND PA ING AREAS ........................................................ 6 2.11 PROJECT IDENTIFICATION AND SIGNS ........................................................ 6 2.12 2.13 FIELD OFFICES .................................................................................................... 7 EXECUTIONmeeeeetegtoQopea,seetea,..e.eate•Qeseeteeee•se.orte......e.e.goo.s.........asses..soarassa..o....o...ge.o..e.....p.o.....Qoaao 7 3.1 PREPA ' TION 7 3.2 GENERAL 7 3.3 REMOVAL 8 SECTION 01 51 00 TEMPO RD UTILITIES 180.0$110.0,116.18"10””1“,”..0.0”..”180.Q.601.0”,”..86,.”1“.11”11.141.100 1.0 GENE • g00000efoosposes000morrogogeoeoes000000seeeesese.".......a.a....o.....s....seeereses..so.......”...Qe..e.....s.s.....”"t“,e• 2.0 3.0 1.1 DESCRIPTION..................................................____.__..............................____ 1 1.2 REQUIREMENTS OF REGULATORY AGENCIES............._............................ 1 PRODUCTS.Q0011.1“.“1".0...”..61880•...Q.6061“,.”18@0.108.1001801.096$000....011”018.00.400Q0...60.41"861,.Q...01,4“011,100.0(0000.11t.18,96,1..,11.1..0 2.1 MATERIALS, GENERAL..................................................................................... 1 2.2 TEMPORARY ELECTRICITY, LIGHTING AND WATER ............................... 1 2.3 TEMPORY CONTRACTOR TELEPHONE SERVICE .................................. 2 2.4 TEMPORARY SANITARY FACILITIES ............................................................ 3 EXECUTION01B.11I00....011,0.11I6060.6...06.11I.1.1811.11I614.0.011I0....QQ.Q.0...6”0”1“,..“,.,....01.1811S.1116.1110.0..60..0.S...60.00.0..061866tegtrie 3 3.1 SECTION 01 66 00 STO GE AND PROTECTION••••••••••••••••••••••••••••••••-•••••••••••••••-•.•-• 1 1.0 GENE I L••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 1 1.1 1.2 T NSPORTATION AND HANDLING ............................................................. 1 1.3 1.4 1.5 1.6 PROTECTION AFTER INSTALLATION 4 ON-SITE STO ' GE.............................................................................................. 1 2.0 PRODUCTS - NOT USED 4 3.0 EXECUTION - NOT USED 0660..60Q...0.0Q.Q.0.1460.Q....P....00.01,.Q..01.8,66,61#6.11.110..8.1.1....161.6011.6"...60”..8.0 4 May 18, 2017 1.0 GENE 2.0 3.0 1.1 1 1.2 2 1.3 QUALITY ASSURANCE 2 1.4 WA P I A NTIES...........................................-........4 PRODUCTSoo.@.pee..oaego...teea..oageaoao.oroaggeor@aceoeeeeeeeseecoogeeeemeogeoetegesoogeoesegortoosesemerosooa...eaoa.a..e@•eo.ao 2.1 4 EXECUTION`~~~`~~~~`~~~~~~~~~~~~~-~~~~1,6~~~~~11~~~64~~6~”~”~.~~..Q~..“~..~~~~~~~.Q..~~~~~~0~^4 3.1 INSPECTION ,,.^.^,,,^,,,^,.^,_^.^,_,..,,._,.^,_._,,.,,,,,.4 3.2 PREPA.....................................^.^^.^.^.^�.^...�..� 3.3 5 3.4 CLEANING 7 P� 1.1 �����(����O��.........................................................} 1.2 SUBMITTALS........__.._........................................3 1.3 FINAL CLEAN UP ,,,,,,,,,,,,,,,,,,,,,,,,,,,^,..,,,,,,.,,,,,,,,,,,,.3 1.4 MAINTENANCE STOCK 4 2J0 PRODUCTS - NOT USED ,~~..~.,.....,,.....~~..,.....,~.,~,...~...,.....~....,~~..~~....~...~.4 3.0 EXECUTION - NOT USED ..,,.,...,,,,,,.,...,.,....,....,...........,......~..,......,...........~..—.~..,......4 SECTION 0178 23 OPE •.A TING/. D MAINTEN , CEDATA .,,....-.,............,.,...,,..,....1 1.0 GENE 9. I./~..............-,.~~...~~~..~.~..~...~~....~.........~....,~..~.~,...........~~~~~..-.1 2.0 3.0 1.1 l�BD�}�l�Tl�)��----------------------------------.l 1.2 F(].OF SUBMITTALS ----------------------------.l 1.3 CONTENT OF MANUAL ..................................................................................... 2 1.4 MANUAL FOR MATERIALS AND FINISHES .................................................. 4 1.5 MANUAL FOR EQUIPMENT AND SYSTEMS ................................................. 4 1.6 SUBMITTAL REQUIREMENTS ------------------------..7 1.7 INSTRUCTIONS OF 0 ER'8PER8O��lBL----------------..7 1.8 OPE TING INSTRUCTIONS 7 May 18, 2017 SECTION01 78 36...............................................................WA 1.0 GENE 2.0 3.0 I I A TIES D BONDS1 1,1B6.8181,111.000.,01..8.,S1.6000•0911,..10.011S088.166,0.11P0..8.801000818.§.11,.....111..11..............”.”..110,1,”””e"."..011.60,01......ili 1.1 DESCRIPTION....................................................................................................... 1 1.2 SUBMITTAL REQUIREMENTS .......................................................................... 1 1.3 FO' OF SUBMITTALS (HARD COPY) .......................................................... 2 1.4 FO ' OF SUBMITTALS (ELECTRONIC COPY)............................................. 2 1.5 TIME OF SUBMITTALS ...................................................................................... 2 1.6 SUBMITTALS REQUIRED .................................................................................. 2 PRODUCTS --- NOT USED .ev.eges.....e....e.......e.e....spoosseeeeeoeogeg000rrseeoeoseeoeoegegeg0000egogoageotesesegeo 3 EXECUTION - NOT USED 3 SECTION 01 78 39 RECO 1.0 GENE 2.0 • DOCUMENTS6•066919•91...9..ee.e.60.06.e....e....0.0.00.18.10.186.1,......06.0.1,06......• 1,060....",...10"."*.ii01..009691,0011060"1010.9..10981B...160.610810.0.6.0.1,611/./B.1116.......0.1.1.0.1..00...91....0...0969.4.1,..1,46. 1.1 1 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES__ 1 1.3 RECORDING 2 1.4 SUBMITTAL 6 PRODUCTS- NOT USED erseeeoeseeeeeogorseeeeosegooageme.e..ee................s..e..”.esessoossoveoseeeertose.e.e.oese 6 3.0 EXECUTION - NOT USED ..06.6...Q06.0618....6..0..600.6.66666.0,060.060”600,5e01.001.910..910.1”..@6.6.00.11,8108.6B.M9.6•909 6 May 18, 2017 CO ' ELL RSITY Ithaca, New York SECTION 01 11 00 1.0 GENE 1.1 DESCRIPTION Y OF WO , . SECTION 01 11 00 Y OF THE WO A. Work to be Done 1. Site Protection: a. Maintain pedestrian access to the northwest entrance of the facility, including • • A access from the north. b. Protect landscaping including existing trees and hardscape. 2. Masonry Repair: a. Remove and replace distressed bluestone masonry at the corners of the east elevation. b. Clean and paint steel framing. c. Install flashing to protect steel framing. d. Miscellaneous masonry repair to existing bluestone and limestone 3. Flash Gable Rake: a. Remove and reinstall limestone copings to install through wall flashing b. Remove and reinstall slate roofing to replace base flashings along gable. 4. Southern Gutter Repair: a. Remove limestone coping along south elevation to chimney. b. Establish profile of new gutter and install new through wall scupper. c. Remove and replace slate to expose top of existing metal apron and step flashing along rising wall of chimney B. The Scope of the Work 1. The scope of the WO ' 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. ON TA OR NORT EXTERIOR MASONRY REP ST S Y OF 0 01 11 00-1 May 18, 2017 CO' ELL RSITY SECTION 01 11 00 Ithaca, New York , . Y OF THE WO 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. 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. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 11 00*** M ON TAYLOR NORTH EXTERIOR MASONRY REP ST Y OF 0 01 11 00-2 May 18, 2017 CO " ELL UNIVERSITY SECTION 01 14 00 Ithaca, New York W01 RESTRICTIONS SECTION 01 14 00 WO 4.0 GENE 4.1 LATED DOC ENTS RESTRICTIONS A. Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section. 4.2 CONT CTOR USE OF PREMISES 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), https://www.dot.ny.gov/mutcd) and all other local laws and regulations. 0 B. The Contractor shall c 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. C. 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. Where traffic must cross open trenches, the Contractor shall provide suitable bridges and railings; including pedestrian bridges. D. The Contractor shall maintain 20' minimum fire lane access. E. The Contractor shall post and maintain flag persons and suitable signs indicating that construction operations are under way and other w ing signs as may be required. F. The Contractor shall safeguard the use by the public and Owner of all adjacent highways, roadways and footpaths, and shall confo 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. G. 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. H. 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. ON TAYLOR NORTH ST EXTERIOR MASONRY REP S WO RESTRICTIONS 01 14 00-1 May 18, 2017 CO " ELL RSITY SECTION 01 14 00 Ithaca, New York WO 4.3 RESTRICTIONS I. 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. J. 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 personal lifts, material handling equipment, on-site material storage, etc. All portions of the site, including the staging area and those 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. K, Routes to and from the location of the Work shall be as indicated in the Contract or as directed by the Owner's Representative. Temporary roadways shall be closed only with prior approval of the Owner's Representative. L. 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. • "11 A. The Owner may designate an area for parking of essential Contractor vehicles on the project site. B. 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. C. 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 (Pat Redder) 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 http://finance. fs.c omell .edu/contracts/forms/contractors.c fm. D. Contractor shall cooperate with Transportation Services and/or other authorities having jurisdiction, as follows: 1. 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. ON TAYLOR NORT ST EXTERIOR MASONRY REPAIRS 0 STRICTIONS 01 14 00-2 May 18, 2017 CO ELL RSITY SECTION 01 14 00 Ithaca, New York WO 4.4 RESTRICTIONS 4. Ensure proper transportation of personnel between the designated parking area and the construction site. E. 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. GEOVERS AND CONTINUITY OF 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. B. Make all necessary temporary connections required to permit operation of the building services and/or equipment. Remove the connections after need has ceased. C. 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. D. When co ecting new facilities do not shut off any existing MechanicaUElectrical facilities or services without prior written approval of Owner's Representative. E. 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. F. 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 (5) calendar days in advance and requests shall be submitted via ePM system to the Owner's Representative. H. IN THE EVENT OF EMERGENCY WHERE THE 0 R'S REPRESENTATIVE IS NOT AV ABLE, THE CONT CTOR S L D 911 IMMEDIATELY. . , 4.5 OBSTACLES, INTERFERENCE AND COO • I INATION A. General 1. Plans show general design arrangement. Install work substantially as indicated and verify exact location and elevations; DO NOT SCALE PL S. ON TAYLOR NORT ST EXTERIOR MASONRY REPAIRS WO RESTRICTIONS 01 14 00-3 May 18, 2017 CO ' ELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WO RESTRICTIONS 2. 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. 3. Obtain written approval for all major changes before installing. If requested, submit drawings, detailing all such deviations or changes. 4. Exposed to view mechanical units, ductwork, conduit, pipes or other building equipment are essential parts of the artistic effect of the building design and shall be installed in locations as shown on the drawings. Conformance to given dimensions and alients with the structural system, walls, openings, indicated centerlines are a requirement of the Contract and the Contractor shall familiarize himself with the critical nature of proper placement of these items. 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 of exposed to view mechanical units, ductwork, conduit, pipes, etc. until all conflicts have been identified by the Contractor and resolutions to conflicts approved by the Architect. B. Interference 4.6 E 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. ENT GEMENTS A. Since all equipment of equal capacity is not necessarily of same angement, size of construction, these Plans are prepared on basis of one manufacturer as "basis -of -design equipment", even though other manufacturers' names are mentioned. B. If Contractor elects to use specified equipment other than "design equipment" which differs in arrangement, size, etc., the Contractor does so subject to following conditions: 1. Submit detailed drawings indicating proposed installations of equipment and showing maintenance and service space required. 2. If revised arrangement meets approval, make all required changes in the work of all trades, including but not limited to louvers, panels, structural supports, pads, etc. at no increase in Contract. Provide larger motors and any additional control devices, valves, fittings and other miscellaneous equipment required for proper operation of revised layout, and assumes responsibility for proper location of roughing in and connections by other trades. MYRON TAYLOR NORT EXTERIOR MASONRY REP ST WO S RESTRICTIONS 01 14 00-4 May 18, 2017 CORNELL UNIVERSITY Ithaca, New York WO SECTION 01 14 00 RESTRICTIONS 3. If revised arrangement does not meet approval because of increase in pressure loss, possibility of increase in noise, lack of space or headroom, insufficient clearance for removal of parts, or for any other reason, provide equipment which conforms to Contract Drawings and Specifications. 4.7 EXISTING EQUIPMENT, MATE S FIXT S. ETC. A. Where existing equipment, piping, fittings, etc. are to be removed, Contractor shall submit complete list to 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. 4.8 E INATION OF P • MISES, D . , GS, ETC. A. Before Submitting Proposal 1. Examine all Drawings and Specifications relating to Work of all trades to determine scope and relation to other work. 2. Examine all existing conditions affecting compliance with Plans and Specifications, by visiting site and/or building 3. Ascertain access to site, available storage and delivery facilities. B. Before Commencing Work on Any Phase or in any Area 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 granted 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 0 " ATION ONLY". The Owner makes no representation as to the accuracy of the drawings as representing current conditions. ON TAYLOR NORTH ST EXTERIOR MASONRY REPAIRS 0 RESTRICTIONS 01 14 00-5 May 18, 2017 CORNELL UN RSITY Ithaca, New York WO 4.9 ST D DO DATES SECTION 01 14 00 RESTRICTIONS A. Student and Campus Life Residence Halls Open August 18, 2017 No deliveries, no hauling materials into or out of the project site. All work to be contained to the fenced area of the project site. 4.10 WO G HO B. Normal work hours are 7 -dusk Monday -Saturday except during above noted restrictions. This means that Contractor shall not permit any noise generating activities that could disturb 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. 5.0 PRODUCTS — NOT USED 6.0 EXECUTION — NOT USED ***END OF SECTION 01 14 00*** ON TAYLOR NORTH ST EXTERIOR MASONRY REPAIRS WO RESTRICTIONS 01 14 00-6 May 18, 2017 CO ' ELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS D PRODUCT OPTIONS SECTION 01 25 00 SUBSTITUTIONS AND 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. 3. Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service perfo ance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. ON TAYLOR NORT ' ST EXTERIOR MASONRY REPAIRS SUBSTITUTIONS D PRODUCT OPTIONS 01 25 00-1 May 18, 2017 CO ' ELL UN RSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS D 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. B. 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 QUALITY ASS CE 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. M ON TAYLOR NORTH EXTERIOR MASONRY REP ST S SUBSTITUTIONS D PRODUCT OPTIONS 01 25 00-2 May 18, 2017 CO ' ELL RSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS D PRODUCT OPTIONS 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. 2. If a dispute or compatibility issue arises over concurrently selectable but incompatible products, Architect will determine which products shall be used. 1.6 PROCED S A. Coordination: Modify or adjust affected work as necessary to integrate work of accepted substitutions and approved comparable products. 1.7 EQ ALENTS — APPROVED EOUAL A. Equivalents or Approvals - General 1. 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. 2. Whenever 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 dete ined 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. 3. 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. 4. 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. M " ON TAYLOR NORTH ST EXTERIOR MASONRY REP S SUBSTITUTIONS D PRODUCT OPTIONS 01 25 00-3 May 18, 2017 CO ' ELL UN RSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS 5. Request for approval of proposed equivalents will be received by the Architect only from the Contractor. 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, ba ptcies 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 the Contract. 2. 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 angement 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. B. For products specified by naming several products or manufacturers, select any one of products and manufacturers named. 1. Products: a. 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. ON TAYLOR NORTH ST EXTERIOR MASONRY REP 1' S SUBSTITUTIONS D PRODUCT OPTIONS 01 25 00-4 May 18, 2017 CO ' ELL UN RSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS D PRODUCT OPTIONS Substitutions may be considered, unless otherwise indicated. 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. b. 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. ON TAYLOR NORT ST EXTERIOR MASONRY REPAIRS SUBSTITUTIONS D PRODUCT OPTIONS 01 25 00-5 May 18, 2017 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS D PRODUCT OPTIONS 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 u amed manufacturer's product. C. 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. D. For products specified by naming only one product and manufacturer, no option and no substitution will be considered unless listed on the Bid Form as provided in the Instructions to Bidders. 1.9 SUBSTITUTIONS A. 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. B. Substitutions for Convenience: Submit requests for substitution within thirty (30) days of contract award. C. Submit a separate request for each substitution. Support each request with: 1. 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 result in a cost and/or schedule disadvantage. 2. Complete data substantiating compliance of the proposed substitution with requirements stated in Contract Documents: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature; identify: Product description. Reference standards. Performance and test data. c. Samples, as applicable. M ' ON TAYLOR NORTH ST EXTERIOR MASONRY REPAIRS SUBSTITUTIONS D PRODUCT OPTIONS 01 25 00-6 May 18, 2017 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS D PRODUCT OPTIONS d. Name and address of similar projects on which product has been used, and the date of each installation. 3. An itemized comparison of the proposed substitution with the product specified listing any variations. 4. Data relating to any changes in the construction schedule. 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 COMP LE 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: 1. 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. M ' ON TAYLOR NORT ST EXTERIOR MASONRY REP SUBSTITUTIONS D PRODUCT OPTIONS 01 25 00-7 May 18, 2017 CORNELL RSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS D PRODUCT OPTIONS 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. 1.11 CONT 1.12 CTOR'S REPRESENTATION 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. 4. 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 ***END OF SECTION 01 25 00*** ON TAYLOR NORT ST EXTERIOR MASONRY REP • 1' S SUBSTITUTIONS D PRODUCT OPTIONS 01 25 00-8 May 18, 2017 CORNELL UN RSITY 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 M ' ON TAYLOR NORT EXTERIOR MASONRY REP ST S PROJECT MEETINGS 01 3119-1 May 18, 2017 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS 6. Safety Representatives for the Owner and Contractor 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 b. 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 ON TAYLOR NORT ST EXTERIOR MASONRY REP 1' S PROJECT MEETINGS 01 31 19-2 May 18, 2017 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS 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 A. Schedule regular periodic meetings on the site, not less than once every two weeks throughout the Construction period. B. Attendance: 1. Architect 2. Architect's professional consultants when, in the opinion of the Owner, needed 3. General Contractor, including Site Superintendent 4. 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 M ' ON TAYLOR NORTH ST PROJECT MEETINGS EXTERIOR MASONRY REP , . 01 31 19-3 May 18, 2017 CO ELL UN RSITY SECTION 01 31 19 Ithaca, New York 11. Review submittal schedules; expedite as required 12. Maintenance of quality standards 13. PROJECT MEETINGS 14. Review status of all issued proposal requests and change orders 15. Review proposed changes for: a. Effect on Construction Schedule and on completion date b. Effect on other contracts of the Project 16. 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 E CUTION — NOT USED ****END OF SECTION 01 31 19*** ON TAYLOR NORT ST PROJECT MEETINGS EXTERIOR MASONRY REPAIRS 01 3119-4 May 18, 2017 CO' ELL UN RSITY Ithaca, New York SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT SECTION 01 31 50 ELECTRONIC PROJECT M AGEMENT 1.0 GENE 1.1 S A. 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 org. *ze the training, support and maintenance of the ePM Website System for the entire project te for the period of its use on the Project. B. There are no fees to utilize this system. 1.2 RELATED SECTIONS A. General Conditions Article 9 — Coordination and Cooperation. B. Section 01 33 00 — Submittal Procedures 1.3 DEFINITIONS A. ePM: defined as an internet-based information and project communication system that allows the entire project teto 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 PROCED S A. Users will be provided a username and password. The Contractor shall log into the e -PM system to enter the Project Documentation listed in section 2.0. All correspondence should be communicated through the e -PM system. B. 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 ON TAYLOR NORTH EXTERIOR MASONRY REP ST ELECTRONIC PROJECT AGEMENT (ePM) SYSTEM 01 31 50-1 May 18, 2017 CO ' ELL RSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT M AGEMENT C. The Contractor shall provide on-site his or her own personal computer(s) and personal computer equipment that will allow the Contractor and his/her staff to access and use the ePM Website System in a timely and efficient manner. At a minimum the Contractor is to provide the following equipment and software: 1. Web Browser: with high-speed connection, up/down loading capability 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 4. Digital Camera: (1) single lens reflex (SLR) type camera 5. Portable Document Format (PDF) Reader/writer software D. 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 te members using the following features and/or workflow processes within the ePM system. B. 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. C. Request for Information (RFD: All project RFI's will be submitted using the ePM Website System. 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. D. Meeting Minutes: Contractor shall enter meeting agendas, records and minutes in the system for all applicable meetings as designated by the Owner. E. 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. ON TAYLOR NORT EXTERIOR MASONRY REP ST • I' ELECTRONIC PROJECT S M AGEMENT (ePM) SYSTEM 01 31 50-2 May 18, 2017 CO ' ELL IVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT M AGEMENT F. 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. G. Submittals: All submittals shall be fully electronic. Reference Section 01 33 00. H. Submittal Schedule and Log: Contractor shall post and/or update on a daily basis. I. 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. J. 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. ON TAYLOR NORT ST EXTERIOR MASONRY REP • I' ELECTRONIC PROJECT S M AGEMENT (ePM) SYSTEM 01 31 50-3 May 18, 2017 CO ' ELL IVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT M • AGEMENT 1.6 Q. Budget and Cost Management — Contractor to provide estimates and work breakdown structure (WBS) to provide Owner with accurate budget/cost analysis. 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. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ****END OF SECTION 01 31 50*** ON TAYLOR NORT ST ELECTRONIC PROJECT EXTERIOR MASONRY REP • 11 S MANAGEMENT (ePM) SYSTEM 01 31 50-4 May 18, 2017 CO ' ELL UN RSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE SECTION 01 32 16 CONSTRUCTION SCHEDULE 1.0 GENE 1.1 S M , A. The Contractor shall, within fourteen (14) 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 to Owner and Architect a cash flow projection in accordance with Schedule of Values. E. 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. B. 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: a. Site clearing b. Site utilities M ' ON TAYLOR NORT EXTERIOR MASONRY REP ST , . S CONSTRUCTION SCHEDULE 01 32 16-1 May 18, 2017 CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE c. Foundation work d. Structural framing e. Subcontractor work f. Equipment installations g. Finishes h. Pre -Installation meetings 3. Show projected percentages of completion for each item, as of the 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 ten (10) 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. 1.4 PROG SS 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. M " ON TAYLOR NORT EXTERIOR MASONRY REP ST S CONSTRUCTION SCHEDULE 01 32 16-2 May 18, 2017 CO ' ELL RSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE 3. The effect of changes on schedules of other prime contractors. 1.5 SUBMISSIONS A. Submit initial Construction Progress Schedules within fifteen (15) calendar days after award of Contract. 1. Owner will review schedules and return review copy within ten (10) days after receipt. 2. If required, resubmit within seven (7) days after return of review copy. B. Submit progress revision schedules to accompany each application for payment. C. Submit Submittals Schedule within thirty (30) calendar days after date of commencement of 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 3. Other concerned parties 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*** M ON TAYLOR NORT ST CONSTRUCTION SCHEDULE 01 32 16-3 EXTERIOR MASONRY REPAIRS May 18, 2017 CORNELL UN RSITY SECTION 01 32 33 Ithaca, New York SECTION 01 32 33 PHOTOG 1.0 GENE 1.1 DESCRIPTION I PHOTOG HIC DOC ENTATION HIC DOC ENTATION A. The Contractor shall provide existing condition photographs taken before commencement of Work, progress photographs taken periodically during progress of the Work, and final photographs upon completion and full occupancy of the building. 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. 3. Submit image files within five (5) days of taking photographs. 4. Each photograph shall be identified with project title, date, and a description of the view. B. Closeout Submittals 1. Record Photograph Submittal Format: Compile all photographs taken throughout the work and submit in CD format. Submit one CD to Architect and one CD to Owner. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION 3.1 EXISTING CONDITION PHOTOG * 'HS 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 HS A. Photographs shall be taken weekly in a manner which completely documents the work. B. The photographs shall be submitted to the Owner at the end of the first week for review. M ON TAYLOR NORT ST PHOTOG HIC DOC ENTATION 01 32 33-1 EXTERIOR MASONRY REPAIRS May 18, 2017 CO ' ELL RSITY SECTION 01 32 33 Ithaca, New York PHOTOG • , HIC DOC ENTATION C. Provide photographs of any wall, ceiling or floor assembly containing MEP, or any infrastructure that will thereafter become concealed -prior to closure. Note location on Key Plan. 3.3 FINAL COMPLETION PHOTOG HS 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*** ON TAYLOR NORT EXTERIOR MASONRY REP ST 1. S PHOTOG 9 9 HIC DOC ENTATION 01 32 33-2 May 18, 2017 CO ' ELL 1UN RSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED SECTION 01 33 00 SUBMITTAL PROCED 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 construction schedule, and/or in a separate 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 AND SCHEDULE A. 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. The Submittal Schedule shall include the following info ation: 1. Title 2. Related specification section and paragraph numbers 3. Subsection 4. Category of Submittal (Certification, Mock -Up, Operations/Maintenance Manual, Product Data, Sample, Shop Drawing, Test Report, As Built, etc.) MYRON TAYLOR NORTH ST SUBMITTAL PROCED EXTERIOR MASONRY REP 01 33 00-1 May 18, 2017 CO' ELL UN RSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED 5. Submittal Description including description of the part of the Work covered by the submittal 6. Name of Subcontractor, if applicable 7. Corresponding activity or event number on the Contractor's Construction Schedule 8. Date due from Subcontractor 9. Date due to be submitted for review 10. Date due for submittal review to be completed 11. Date for transmittal to Subcontractor 12. Date for material or product delivery to project 13. Priority. Low, normal or high 14. Schedule dates for resubmittal of disapproved submittals B. 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. C. 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. D. 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. 1.3 SHOP D . , 1 GS A. Drawings shall be newly prepared info ation drawn accurately to scale by skilled draftsmen 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. ON TAYLOR NORTH EXTERIOR MASONRY REP ST 1' S SUBMITTAL PROCED 01 33 00-2 May 18, 2017 CORNELL RSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED L 3. Standard information prepared without specific reference to Project is not 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 with result in rejection of the submission. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. 4. Show wiring or piping diagrams and controls. 5. Where Product Data includes information on products that are not required, eliminate or mark through information that does not apply. 6. Supplement standard information to provide information specifically applicable to the Work. 7. Preliminary Submittal: Submit single copy of Product Data where selection of options by Architect is required. MYRON TAYLOR NORTH ST SUBMITTAL PROCED EXTERIOR MASONRY REP a. 01 33 00-3 May 18, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED 1.5 8. Submittals: S 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 one (1) copy as a "Record Document". PLES A. Samples include partial sections of manufactured or fabricated components, cuts or containers 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: 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 S. pies 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 n e, and name of manufacturer. 3. Submit Samples for review and verification of size, kind, color, pattern, and texture. 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. ON TAYLOR NORTH ST EXTERIOR MASONRY REPAIRS SUBMITTAL PROCED 01 33 00-4 May 18, 2017 CO • ELL UN RSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED 6. Submittals: a. Submit four (4) sets for Architect's review. Architect will return at least 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 ASS CE D 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 transmittal, 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". ON TAYLOR NORT EXTERIOR MASONRY P ST I S SUBMITTAL PROCED 01 33 00-5 May 18, 2017 CORNELL UN RSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED ' ES 1.7 COO 'NATION D GS A. The Contractor shall coordinate and manage the preparation and submittal of coordinated layouts of the mechanical, electrical and fire protection systems and equipment for all areas; drawn at a scale not less than 1/4" per foot showing on both plan and elevation including but not limited to all equipment, ducts, pipe sleeves, piping including plumbing and, spr er system, lighting, special supports and other items contained within the space. Show mechanical and electrical services as well as architectural and structural features drawn to scale. Provide electronic record of each coordination drawing submitted in TIFF and PDF formats to the Owner. Provide coordination drawings for all corridors, laboratories, offices, mechanical rooms, boiler room, shafts, tunnels, and all congested areas. Copies of coordination drawings shall be distributed to all trades to assure a complete, coordinated installation of work within the space available. B. Submittal and review of coordination drawings will be required thirty (30) days prior to commencement of fabrication and/or installation of any work item. C. Prepare and submit coordinated layouts of the mechanical and electrical systems and equipment for all areas; drawn at a scale not less than 3/8 inch =1 foot (1:32) showing on both plan and elevation including but not limited to all equipment, ducts, pipe sleeves, piping including plumbing and, sprinkler system, lighting, special supports and other items contained within the space. Show mechanical and electrical services as well as architectural and structural features drawn to scale. Provide copies of each coordination drawing submitted. Provide coordination drawings for all spaces, including but not limited to, corridors, laboratories, offices, mechanical rooms, boiler room, shafts, tunnels, and other areas. Copies of coordination drawings shall be distributed to all trades to assure a complete, coordinated installation of work within the space available. 1. Show architectural, structural and other adjacent work requiring coordination with services. Show items, including but not limited to, access doors, ceiling grids, ceiling construction, structural decks and framing, fixtures, devices, and other adjacent work coordinated with services and architectural layouts shown on Drawings. 2. Prepare plans, sections, elevations, and details as needed to describe relationship of various systems and components. Supplement plan drawings with section drawings where required to adequately represent the Work. 3. Include room names and numbers of each space. 4. Coordinate the addition of trade -specific information to the coordination drawings by multiple entities in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review. 5. Contract drawings are diagrammatic. Exact location of receptacles, light fixtures, exit signs, fire alarm devices, and other devices shall be coordinated with the Architectural Drawings and shall not be scaled from locations indicated on the Mechanical and Electrical Drawings. Coordinate modifications in layout as necessary to complete the Work in accordance with the design intent. M • ON TAYLOR NORT EXTERIOR MASONRY REP ST SUBMITTAL PROCED 1' S 01 33 00-6 May 18, 2017 CO • ELL UN RSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED S 6. Coordinate modifications in layout and components necessary to ensure maintenance accessibility and prevent conflict between each portion of the Work. 7. Maintain maximum headroom at all locations. Unless indicated otherwise, all mechanical and electrical systems and associated components are to be installed as tight to underside of structure as possible. 8. Indicate functional and spatial relationships of components of architectural, structural, mechanical, plumbing, fire protection, electrical systems, communications systems, security systems, and other portions of the Work. Drawings shall indicate dimensions, to avoid interference with existing conditions, structural frame, ceilings, partitions, services, and other portions of the Work. Where conflicts occur with placement of materials of various portions of the Work, Contractor shall be responsible to resolve conflicts and coordinate the available space to accommodate each portion of the Work. Adjustments resulting from coordination shall be initialed and dated by the entity(s) affected by the adjustments. 9. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. 10. Show location and size of access doors and access panels required for access to concealed dampers, valves, and other controls. 11. Indicate required installation sequences. 12. Indicate dimensions, elevations, and alitents shown on the Drawings. Specifically note dimensions, elevations, and alignments that appear to be in conflict with submitted equipment and minimum clearance requirements and notify Architect. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. 13. Indicate suspended ceiling heights and show locations of visible ceiling -mounted devices relative to acoustical ceiling grid. 14. Indicate locations of fire -rated partitions, smoke partitions, and other required barriers. 15. Plenum Space: Indicate sub -framing for support of ceiling and wall systems, mechanical and electrical equipment, toilet partitions, overhead -mounted equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components and notify Architect. 16. Exposed Ceiling Construction: In addition to other indicated information, show fully -dimensioned locations of all items exposed at ceiling space. Indicate alient requirements and centerline locations of light fixtures, ducts, piping, conduit, and other services. Show dashed outline locations of laboratory casework, shelving, and other items that extend 7 feet or more above the floor. ON TAYLOR NORT EXTERIOR MASONRY REP ST SUBMITTAL PROCED , . S 01 33 00-7 May 18, 2017 CORNELL UN Ithaca, New York D. RSITY SECTION 01 33 00 SUBMITTAL PROCED S 17. Mechanical and Electrical Rooms: Provide coordination drawings for mechanical and electrical rooms showing plans and elevations of mechanical, plumbing, fire - protection, fire -ala , and electrical equipment. Indicate paths of egress from rooms. Indicate paths for equipment removal from rooms. Indicate clear areas required for access and maintenance. 18. Structural Penetrations: Indicate scheduled and requested penetrations and openings required for all disciplines. Request un -scheduled penetrations and openings where Contractor has reviewed, analyzed, and coordinated all possible routing options and structural penetrations are only feasible option to accommodate indicated ceiling heights. Refer to the drawings for general guidelines and request confirmation by Architect for structural penetrations. 19. Mechanical and Plumbing Work: Show dimensioned locations, sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, accessories, and support systems. Show locations of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment. 20. Electrical Work: Show electrical distribution, systems, equipment, and runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger. Show light fixture, exit light, emergency battery pack, smoke detector, fire alarm, and other device locations. Show panel board, switch board, switchgear, transformer, bus way, generator, and motor control center locations. Show location of pull boxes and junction boxes, dimensioned from column center lines. Show lighting control systems. Show cable tray layouts including vertical and horizontal offsets and transitions, clearances for access above and to side of cable trays, and vertical elevation of cable trays above the floor or bottom of ceiling structure. 21. Fire Suppression System: Show locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads. 22. Refer to individual Sections for additional Coordination Drawing requirements for Work in those Sections. 23. Contractor Sign -Off: Contractor and each entity performing portions of the Work shall sign and date coordination drawings. 24. Review: Architect will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Architect determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Architect will so inform Contractor, who shall make changes as directed and resubmit. Review of coordination drawings shall not reduce Contractor's responsibility for final coordination of installation and maintenance clearances of systems and equipment with existing conditions and each portion of the Work. Submittal and review of coordination drawings will be required before work can start in any given area of the building MYRON TAYLOR NORT EXTERIOR MASONRY REP ST SUBMITTALPROCED S 01 33 00-8 May 18, 2017 CORNELL UN RSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED 1.8 CONT . , CTOR RESPONSIBILITIES S A. Review submittals for compliance with Contract Documents and approve submittals prior to transmitting to the Architect. 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. 7. All other provisions of the agreements. E. 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. F. If any notations represent a change to the Contract Sum, submit a cost proposal for the 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. 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. ON TAYLOR NORT EXTERIOR MASONRY REP ST SUBMITTAL PROCED S 01 33 00-9 May 18, 2017 CO ' ELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED ' S K. The 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 1.9 SUBMITTAL PROCED A. Coordination 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 ten (10) 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 ten (10) 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 five (5) working days will be required for items specified in Divisions 2, 3, 5, 23 and 26, and for Architectural Woodwork, Hollow Metal Work and Hardware Schedules. 6. Allow time for delivery in addition to review. 7. Allow time for reprocessing each submittal. 8. No extension of Contract Time will be authorized because of failure to prepare submittals sufficiently in advance of Work to permit processing. 9. 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. ON TAYLOR NORTH ST EXTERIOR MASONRY REPAIRS SUBMITTAL PROCED 01 33 00-10 May 18, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED S 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. B. Submittal Preparation 1. Place permanent label or title block on each submittal for identification. 2. Indicate name of entity that prepared each submittal on label or title block. 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: a. Drawing, detail or specification references, including section number, as appropriate to clearly identify intended use of product. b. Field dimensions, clearly identified as such. c. Relation to adjacent or critical features of the work or materials. d. Applicable standards, such as ASTM or Federal Specification numbers. e. Provide a blank space for the Architect's stamps f. On transmittal, record relevant information including deviations from Contract Document requirements, including minor variations and limitations. 6. 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. 2. Prepare and generate transmittal in ePM system for submission of samples. Package sample and other each submittal appropriately for transmittal and handling. 1.10 RECO ) SUBMITTALS A. Provide a record copy of the submittal (hard and electronic format) for the O&M Manual. M ' ON TAYLOR NORT EXTERIOR MASONRY REP ST SUBMITTAL PROCED , . S 01 33 00-11 May 18, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED S 1.11 RESUBMISSION REO ENTS 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. 1.12 ' 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 ( " 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. 5. "On Hold (0 )" 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. M ' ON TAYLOR NORTH ST SUBMITTAL PROCED EXTERIOR MASONRY REPAIRS 01 33 00-12 May 18, 2017 CO ' ELL IVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCED C. Incomplete Submittals: Architect will return incomplete submittals without action. S D. Unsolicited Submittals: Architect will return unsolicited submittals to sender without action. E. Return submittals to Contractor for distribution, or for resubmission. 1.13 DIST ' 11 UTION 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 6. Manufacturers 7. Fabricators 8. Architect 9. 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*** ON TAYLOR NORTH EXTERIOR MASONRY P ST , . S SUBMITTAL PROCED • 01 33 00-13 May 18, 2017 CORNELL UN RSITY SECTION 01 35 29 Ithaca, New York GENE SECTION 01 35 29 GENE 1.0 GENE 1.1 DESCRIPTION . , HEALTH & SAFETY HEALTH & SAFETY 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. B. 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 . , CTOR'S PROJECT SITE SPECIFIC PL 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. 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. 2. 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 via e -Builder for review and comment. M " ON TAYLOR NORT EXTERIOR MASONRY REP ST GENE S HEALTH & SAFETY 01 35 29-1 May 18, 2017 CO' ELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENE HEALTH & SAFETY B. 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. C. 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. D. 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. E. Definitions: 1. 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. 2. Authority Having Jurisdiction ( • J): • 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@cornell.edu 4. SME: The University's subject matter expert. M ' ON TAYLOR NORT ST GENE EXTERIOR MASONRY REP S HEALTH & SAFETY 01 35 29-2 May 18, 2017 CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENE 1.3 ASBESTOS . , HEALTH & SAFETY 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. 1.4 LEAD A. Building may contain lead based paint. The Contractor shall protect workers in accordance with OS • 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. Lead was a common ingredient in paint until 1978. Myron Taylor was constructed in 1932. The Contractor is required to submit a lead plan that is site specific, indicating that the protective measures the Contractor proposes meet the OS 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. 1.5 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. 1.6 CONFINED SPACE A. The Contractor shall be responsible for the identification of confined space in accordance with OS • requirements. ON TAYLOR NORT EXTERIOR MASONRY REP ST GENE 11' HEALTH & SAFETY 01 35 29-3 May 18, 2017 CO '. ELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENE'__ _ _ HEALTH & SAFETY 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 35 29*** MON TAYLOR NORT ST GENEHEALTH & SAFETY 01 35 29-4 EXTERIOR MASONRY REP S May 18, 2017 CORNELL IVERSITY Ithaca, New York Cornell University CON OR'S CER 1 th !CATION OF ASBESTOSMATERL GENE Distribution to: • , SECTION 01 35 29 HEALTH & SAFETY OWNER 0 PROJECT: TO 0 (NV? &-Ada•resr) CORNET T Ur Facilities Co ct 121 H i.hreys Service Building IthacaNew York 14853 13 CON CON CO • FOR DATE: DATE OF ISSUANCE: The . dersigned hereby c labor, and ices provided with any asbestos containing which 4 .bly be required Sheets. SIIPPOR • Material Safety t A A TO: CON (Nam eoftheC 1 provide vhere applicable S with all work, of asbestos and h - I cation ial Safety Data lit 441 BY: NAME: Stare oL )ss. County of Subscribed and swom to before 1!1 this Day of 20 # (Prfnted n Cornell University Environmental Health and Safety PROJECT SITE SPECIFIC PLAN (PSSP) HS9 CN TMP General Health & Safety, Section 01 35 29 requires contractors 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 controls, information and or requirements as it relates to the contractor's scope of Contractor Company Project Name Project Address Mobilization Date Project Hours Contract Value Project Description/Scope of Contract: work. Project Manager Construction Manager Su erintendent Site Safety Rep. Please list project's subcontractors below or if subcontractors have not been awarded, include subcontractor packages. E.g. Mechanical, Electrical, Plumbing, Concrete, Steel Erection, etc. Subcontractor(s) Name (Responsible On -Site Person(s)) Phone I Email Subcontractor or Subcontract Package Scope of Work Description: (insert here Subcontractor or Subcontract Package Scope of Work Description: (insert here Subcontractor o Subcontract Package Scope of Work Description: (insert here Subcontractor or Subcontract Package Scope of Work Description: (insert here) Subcontractor or Subcontract Package Scope of Work Description: (insert here Subcontractor or Subcontract Package Scope of Work Description: insert here Subcontractor or Subcontract Package Scope of Work Description: (insert here) Subcontractor or Subcontract Package Scope of Work Description: (insert here) In ,d<l a a,: r: the requirement of I'SSI', .dl hues and yeti5 h} applicable local, state, and tedrt lagencies .hall apply to the Mork 01 1111.. contract. Form HS9_CN_TMP Effective: Maintain for duration of project. Prior to commencement of work activities submit via e -Builder. Maintain on project's site. Cornell University Environmental Health and Safety PROJECT SITE SPECIFIC PLAN (PSSP) HS9 CN TMP The following table indicates those activities that may require a SEPARATE plan, in addition to the PSSP. Please indicate whether these activities are applicable to your project, keeping EHS abreast of upcoming project activities. Additiontd Site PIan ASBESTOS ABATEMENT SME: IPP Asbestos Project Coordinator pticable MOBILE CRANE(s) ACTIVITIES SME: OHSIP The Crane Plan should include a minimum of the following; • A detailed description and an aerial diagram of the crane's scope of work. • The Date of Crane Activities, Contractor(s) performing crane activities, Manufacture/Model of Crane, Contractor's Assembly/Disassembly Director, Assembly/Disassembly Area, Crane Pad Location(s), Boom's Swing Radius, Load's Path of Travel, Occupant Control Measures, Pedestrian Control Measures, Traffic Control Measures, schedule of items to be hoisted, their weight and any other critical information specific to the crane activities. • Multiple crane site scenarios shall be explicitly addressed in the plan. • Provide a copy of the Contracted Crane Operators NYS Crane Operators License. • Provide a copy of the Contractors' Qualified Rigging and Signal Person training certificates. All plan(s) should be submitted a minimum of 10 days prior to the Crane's anticipated arrival date. EXCAVATION(s) GREATER THAN OR EQUAL TO 20 FEET IN DEPTH SME: OHSIP A Deep Excavation Plan should include a minimum of the following; • How will the Cornell community be protected from the excavation(s), excavating equipment and haul truck activities, if applicable • Excavation(s) location, depth, soil classification and on site competent person • Contractor's Engineered Protective System (description, diagram(s) and or drawing(s); o Means and method shall be compliant with OSHA's 1926 Subpart P Excavations Excavation(s) less than 20 feet in depth are to be addressed in the contractor's PSSP, if applicable. LEAD WORK PLAN SME: OHSIP The Lead Work Plan should include a minimum of the following; • How the contractor will meet the requirements of OSHA 1926.62 "Lead in Construction Standards". • How the contractor intends to protect its workers, the building occupants and the building structure based on their selection of means and methods. INTERRUPTION OR CLOSURE OF ROADWAY(s) AND OR PARKING LOT(s) SME: IPP Transportation Services, University Fire Marshall and OHSIP The Temporary Traffic Control Plan should include a minimum of the following; • An aerial diagram or construction drawing illustrating the contractor's traffic control measures. Control measures must be complaint with NYS Building Codes, NYS Fire Codes, NYS Safety & Health Code Rules, and the NYS Department of Transportations and ADA regulations. *All impairments to Emergency Vehicle Access Lanes must be reviewed by the University Fire Marshall's Office. In atI,Itir;1 %(:. the requirements of PSSP, all laNss incl regulations by tipp1it.,1-.at lot al. -1.4e, .:nd tc,k.1.,)1 ag,-iieles shall apph, to thc Icoik et contract Form HS9_CN_TMP Effective: Maintain for duration of project. Prior to commencement of work activities submit via e -Builder. Maintain on project's site. Cornell University Environmental Health and Safety PROJECT SITE SPECIFIC PLAN (PSSP) HS9 CN TMP STRUCTURAL DEMOLITION SME: OHSIP Demolition Plan to Include a minimum of; • Provide an aerial diagram, description of plan, engineered drawings and how the contractor will provide protection of persons passing by Demolition Activities. • Dust Control Procedures throughout demolition *Non-structural demolition is to be addressed in PSSP, if applicable. ditiOnUi INTERRUPTION OR CLOSURE OF SIDEWALK(s) OR OTHER PEDESTRIAN THOROUGHFARES SME for Sidewalks: 1PP Transportation Services, University Fire Marshall and OHSIP The Temporary Pedestrian Control Plan should include a minimum of; • An aerial diagram or construction drawing illustrating the contractor's pedestrian control measures. Control measures must be complaint with NYS Building Codes, NYS Fire Codes, NYS Safety & Health Code Rules, and the NYS Department of Transportations and ADA regulations. Al! impairments to Emergency Vehicle Access Lanes must be reviewed by the University Fire Marshall's 0 fice. INTERRUPTION OR CLOSURE OF A BUILDING'S PATH(s) OF EGRESS AND OR HALLWAY(s) Buildings and Sidewalks: Codes Enforcement Official SME for Buildings: University Fire Marshall The Temporary Building Egress Control Plan should include a minimum of; • A floor plan or construction drawing illustrating the contractor's pedestrian control measures. Control measures must be complaint with NYS Building Codes, NYS Fire Codes, NYS Safety & Health Code Rules, and the NYS Department of Transportations and ADA regulations. gitliSigigilitiragitC"106101101: PhasefMilestone Scope/Description Estimated Start (Month/Year 'OtAlgtVoloPv' On Ithaca Campus; University Police Dept. and Emergency Services 911 or 607-255-1111 *Scc Note 1 Below NA P,C16,4p*. alvd;412Lr.. 117 Statler Street G2 Barton Hall Ithaca, NY 14853 *Note 1: Phones outside of h 607 area code will receive the quickest emergency response if dispatch is dialled directly at 607-255-1111. Off Ithaca Campus; Local Police Dept. and Emergency Services Occupational Medical Facility *See Note 2 below *Note 2: Attach Occupational Medical Facility location and directions (including maps) for contractor personnel's quick reference. Additional Emergency Contacts Additional Emergency Contacts In addition to the requirements of l'SSP, all laws and regulations by applicable local., tale, and iedoral agencies hatf apply to ihe work ut conlract. Form HS9_CN_TMP Effective: Maintain for duration of project. Prior to commencement of work activities submit via e -Builder. Maintain on project's site. Cornell University Environmental Health and Safety PROJECT SITE SPECIFIC PLAN (PSSP) HS9 CN TMP nt,itztnnt-ttrtott,i,,tNett. Vtttt'IlIttr,,,itttOtt'"I ..,..PrgencYgr,179C*PS!VreS. Muster Area: Insert procedures to follow in the eveni o an evacuation or emergency Lightening/Severe Weather: Insert procedures to follow in the event of lightening or severe weather, Fire Emergency: nsert Additional Emergency Procedure Insert procedures to follow in the event of a fire emergency. Insert procedures to follow in the event of... Insert Additional Emergent), Procedure Insert procedures to ollow in the event of.. The University Fire Marshall provides guidance for emergency planning on the University's EHS website at httos://so.ehs.cornelleduffi]s/fire-safetv-oluns/Pakes/delitult.aspx Niaik" "`"eittelitilaTET 1147,02,15741 ;A4V711414,10 to;,no vw, • (Insert site specific requirement here) • (Insert site specific requirement here) • (Insert site specific requirement here) • (Insert site specific requirement here) • (Insert site specific requirement here) • E.g. Employees, Subcontractors and Visitors are required to complete Site Orientation prior to their first day's work on the project site. • E.g. 15kV overhead power lines run parallel to Cornell Street. Self:propelled mobile equipment and all other construction activities must maintain a minimum clearance distance of 10 feet at all times. How will the Contractor provide protection of persons passing by Construction, Demolition or Excavations (Please include a diagram or detailed description of the intended means and methods to protect the Cornell Community from Contract Project hazards throughout the duration of the Contract Project. E.g. 6ft. Fence, Temporaiy Wall Partitions, Barrier Walls, Snow Fence, Sidewalk Shed, Guardrail, Signage and/or other equally effective means.) nsert description and diagram here or attach at end of PSSP) In with, i,trt to tItt t,,tittInttat.,-nts ett l'S'P i nI tts. ttpplit tattit! Intt ;lit state, ttnti federal atkt x -.hall Ipplt, to tInt i ktt,t Form HS9_CN_TMP Effective: Maintain for duration of project. Prior to commencement of work activities submit via e -Builder. Maintain on project's site. TE SPECIFIC PROJECT S 0 e Training Requir E E um Project Si • • • • • • • • • • • • • • PROJECT SITE SPECIFIC PROJECT SITE SPECIFIC ...+4 0 3 ° c c.) E a.) 3 E E0 0 0 ain for duration of pr a. I . zv U .> Cl t LL C/) a., E-1 z CT \ C) CONTROL TH0D(s) • Do NOT stand under a suspended load • Always utilize a tag line • Have escape route m mind • Daily equipment inspection • Do not stand in blind spot • Spotter • Qualified rigger and signal person • Radio and or visual communication between signal person and crane operator • Inspect rigging prior to each use • Properly dispose of defective rigging • Store rigging properly, not out in mud, ram, on ground at end of day • Know/calculate your load utilizing weights table provided or get with Engineer to calculate load • Once rigging is free of load, watch out for swinging headache ball/rigging as it may sway and hit you, an object, or equipment • Install box fans to keep air circulating, if necessary. • Keep unauthorized employees out of Work Area. • Know the loads weights, get help when needed • Use your legs not your back • Keep limbs, fingers feet, arms out of possible pinch points • Do not stand in line of fire, have an escape route • Use a spotter when backing flatbed haul truck • Clear path of travel • Do not park personnel vehicles or other material/equipment near dumpsters • Secure any unstable loads • Look before backing • Make and confirm eye contact with operator • Radio and/or visual communication POTENT • SIG 1 ICANT • • S • Overhead loads • Stored energy • Crane hazards, moving equipment • Overhead Power Lines • Another crane nearby • Improper rigging • Improper load calculations • Failed rigging • Traffic • Headache ball • Heavy awkward loads • Unstable materials • Pinch points • Struck by • Run over • Live traffic • Equipment hazards • Stored energy • Slips and trips • Lack of communication SEQUENCE OF TASKS Rigging and Hoisting out of demolished steel members Transportation of materials from crane dump site to scrap/trash dumpsters DELTA ENGNEERS, ARCHTECTS, & LAND SURVEYORS April 6,2017 *fleMiltklitti7 Ac:Pfra*Ni, Tywv Mr. Dale Houseknecht, Asbestos Project Coordinator Cornell University Maintenance Management 116 Humphreys Service Building Ithaca, New York 14853-3701 860 Hooper Road Endwell, NY 13760 Tel 607.231,6600 Fax 607.231.6650 mvw.delta-eas.com Re: Myron Taylor Hall (2021) Exterior Masonry Repair Project Asbestos Bulk Sampling Bulk Sample Report Cornell Task Authorization No. TA -55, Work Order No. 9760978 Delta Project No.: 2017.003.055 Dear Mr. Houseknecht: Enclosed, please find the Asbestos Bulk Sample Report Fo , the associated Laboratory Analytical Result Sheets, and the Sample Location Drawing for the bulk sampling perfo ed by Delta Certified Inspector Thomas Ferro. The s. pling was perfo ed on March 281h, 2017 and addressed suspect materials with the potential to be impacted by the upcoming Myron Taylor Hall N/W Exterior Masonry Repair Project. Based on a visual inspection of the North West Exterior and a review of the project scope with Cornell Representative Robert Murray, a total of six (6) bulk samples were collected representing three (3) suspect homogenous materials. All ix (6) of the s. pies collected were "Non -Friable Organically Bound" (NOB) representing the three (3) homogenous materials. The frame caulk from the lower roof window (used for access) was reported as being asbestos containing, with approximately 1 square foot of caulk present at this window based on 12 linear feet @ a 1" bead. Results for the other 2 materials sampled were reported as "No Asbestos Detected". Bulk sample analysis was perfo ed by AmeriSci New York, Inc., an independent laboratory approved / accredited by the NYS Dep. ent of Health (ELAP), the American Industrial Hygiene Association (AIHA), and the National Voluntary Laboratory Accreditation Progr. ( LAP). Analysis of all Non -Friable Organically Bound (NOB) materials was initially perfo ed 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" s. ple analysis protocol was utilized for a given homogenous material set with multiple s. pies and based on this; all of the samples collected were analyzed. Please reference the Asbestos Bulk Sample Report Fo for sample particulars and details. I have also attached Delta Company, Perso el and Laboratory Licenses/ Certifications. If you have any questions, or require any other info ation, please feel free to contact me at your convenience. Respectfully, DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. itephen Prislupsky Director of Enviro ental Services Att: Project Paperwork "We are a seamless extension of our clients' organizations" DELTA ENGINEERS, ARCHIlECTS, & L D S YORS, P.C. Page 2 of 8 Si Attachment A Asbestos Bulk Sample Report Fo e are a seamless extension o our clientsorganizations" 2017.003.055 Delta Proj. No.: Asbestos Inspector: Thomas P. Ferro Number of Samples Collected: 6 Number of Samples Analyzed: PLM - 6/ TEM -4 Task Authorization No.: TA -55 / Work Order No.: 9760978 Dates Sampling Performed: 03/28/2017 Date of Report: 04/06/2017 Laboratory: AmeriSci Labs 'Client: Cornell University Building Code: 2021 0 z 0 0 0 a. z z 0 0 0 0 0 0 0 0. 0 0 0 0 Miscellaneous Miscellaneous Miscellaneous Miscellaneous Miscellaneous Miscellaneous 0 0 LT. Grey Cap Stone Seam Caulk, Upper Roof 0 0 0 0 0 0 0.00 Lu Window Frame Caulk @ Lower Roof Window Frame Caulk @ Lower Roof 0 0 10 07 0- csJ 10 10 10 10 CO cc LO LO 0 0 0 LE 10 cc 0 cc E.; LE 100 Oti 10 10 0 NA/PS - Not Analyzed, Positive Stop NA - Not Analyzed by Methodology ND - No Asbestos Detected HA - Homogenous Area Trace / < 1% - Non -asbestos by definition Misc - Miscellaneous Material TSI - Thermal System Insulation DELTA ENGINEERS, ARCHI 1 ECTS, & L D S " VEYORS, P.C. Page 3 of 8 jji, !SSSX.,,SSS;;IS:ltiSittr,StWIS• ,;S4 Attachment B Laboratory Analytical Result Sheets "We are a seamless extension of o e n ts organizations" AMERI SCI Delta Engineers Attn: Stephen Prislupsky 860 Hooper Road Endwell, NY 13760 AmeriSci New York 117 EAST 30TH ST. NEW YORK, NY 10016 TEL: (212) 679-8600 • FAX: (212) 679-3114 PLM Bulk Asbestos Report Date Received 03/29/17 eriSci Job # 217034226 Date Examined 03/29/17 P.O. # ELAP # 11480 Page 1 of 2 RE: 2017.003.055; Cornell University; Myron Taylor Exterior Masonry Repairs Bulk Samples, Cornell Work Order No. 9760978 Client No. / HGA Lab No. Asbestos Present Total % Asbestos 2017.003.055-01A 217034226-01 No 01 Location: Ext. - Upper Roof - Grey Cap Stone Seam Caulk Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 12.6 % NAD (by NYS ELAP 198.6) by Khaalid W. Perine on 03/29/17 2017.003.055-01B 217034226-02 Location: Ext. - Upper Roof - Grey Cap Stone Seam Caulk Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 13.4 % No NAD (by NYS ELAP 198.6) by Khaalid W. Perine on 03/29/17 2017.003.055-02A 217034226-03 No 02 Location: Ext. - Lower Roof, Parapet Wall - Light Grey Cap Stone Seam Caulk Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 14.9 % NAD (by NYS ELAP 198.6) by Khaalid W. Perine on 03/29/17 2017.003.055-02B 217034226-04 No 02 Location: Ext. - Lower Roof, Parapet Wall - Light Grey Cap Stone Seam Caulk Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 11.8 % NAD (by NYS ELAP 198.6) by Khaalid W. Perine on 03/29/17 2017.003.055-03A 217034226-05 03 Location: Ext. - Lower Roof - Window Frame Caulk Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Anthophyllite <0.25 % pc Other Material: Non-fibrous 9.8 % Yes Trace (<0.25 % pc) 1 (EPA 400 PC) by Khaalid W. Perine on 03/29/17 See Reporting notes on last page AmeriSci Job #: 217034226 Client Name: Delta Engineers PLM Bulk Asbestos Report 2017.003.055; Cornell University; Myron Taylor Exterior Masonry Repairs Bulk Samples, Cornell Work Order No. 9760978 Page 2 of 2 Client No. / HGA Lab No. 2017.003.055-03B 217034226-06 03 Location: Ext. - Lower Roof - Window Frame Caulk Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Chrysotile 9.5 %, Anthophyllite <1 °A) pc Other Material: Non-fibrous 52.5 % Asbestos Present Total % Asbestos Yes 9.6 % (by NYS ELAP 198.6) by Khaalid W. Perine on 03/29/17 Reporting Notes: (I) Sample prepared for analysis by ELAP 198.6 metho Analyzed by: Khaalid W. Perine *NAD/NSD =no asbestos detected; -not analyzed; NA/PS=not anaIyzeTpositive stop, (SOF-V) = Sprayed'n ireproofing containing Verrniculite; (SM -V) = Surfacing Material containing Vermiculite; PLM Bulk Asbestos Analysis by EPA 600/M4-82-020 per 40 CFR 763 (NVLAP 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 or EPA 400 pt ct by EPA 600/M4-82-020 (NY ELAP Lab 11480); Note:PLM is not consistently reliable in detecting asbestos in floor coverings and similar 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 PLM report relates ONLY to the items tested. AIHA-LAP, LLC Lab ID 102843, RI Cert AAL -094, CT Cert PH -0186, Mass Cert AA000054. Reviewed By: END OF REPORT ,.. ,—• .0 0 in 0 0 tf; Lii < < < < 0 0 i" Z Z Z Z C0 .0 4 I Delta Engineers Client Name 03 .0 0. V 0 $ a) a) 0 to u) 0 = 0 03 IS M < < < < 1 1 ci za. z z z a) 2 ; 0 --?..4. 0 An 0 M uj To F. — CR UR el„ID; , !-- ,.... x . go p- 1Z rn Z 5 n 5 cv 6. 0 0 0 0 a o cm co a '5, cn 6 0 0 E E CO F- a co E cn al cn a) o) csi an v CD 8 8 g .a. rs o) k. = 2 ao (1) ma a. d 1.• '5 ea '5 a c.) 0 >. >. E E e 03 c 2 c = 0 12 -3 0 ca 01 X .kFa)6 00.0.0mca c c E 0 0 = = E E x en ea to E E 3 0 3 co a. 0 u. u. ca. Lt) P2 ,-7 6 E N E el c c a. La w) a. 10 . . oZ in . NI0 •e- 8 _ c.„ cc 8 ce 0 ce 0 ca 0. 43 r•-: ta r-: 43 15 Tc; ti) t•-: -g. — — 04 0. •E) o. 00000 0 x Cs'i 0 -J Cs4 -J C%1 J -J i W 1.0W W Ill ; a g o g o o ;Oa 0 • C 0 ,c; g CSI g CC ...jg a g 040 g E g • E 0 0 92 C g E w 2 a, 5-, •3 CO E > ti tr) c :0 m11 15 o Z z 8> 8 To 3 � z 5 m C7) c -- 8-c ‘0 (0 0 C E w 'A g )— 0 .7 81 0 )- 00 .> giP2 z ... ca < ••-• • Z M • • - g a- - E 5 co g L- uj to < u. 0. Z 8 0 0 c 0 0. •g 0 -C) ig 9 2 3 LT) ,0431 0-„ cmu-' €ow 0z § z E o < ” Q) 0- 2 j z Z ca; 0 6 S 8 co 112 N 0_ CD >0. o_ z .cr > z .rn Je c C0 3 — a. o u_ .13 > .0 • • To' a: gjo 'c3 t fiLi o 0 2 a a, > s U. -$ g' v., to• 7. a V cl w•-• co co 2 0 2017.003.055 0 0 16.4 0 co r -- a, (0 a)1 0 z 0 ;12 0 0 0 Collected By: Thomas P. Ferro Description / Sample Location Sample Number Grey Cap Stone Seam Caulk, Upper Roof w Miscellaneous 2017.003.055 - Grey Cap Stone Seam Caulk, Upper Roof Miscellaneous 0 0 0 Light Grey Cap Stone Seam Caulk, Lower Roof, Parapet Wall w Miscellaneous 2017.003.055 - Light Grey Cap Stone Seam Caulk, Lower Roof, Parapet Wall w 0 c Miscellaneous 0 2017.003.055 - WindOw Frame Caulk @ Lower Roof uJ Miscellaneous cc) 0 2017.003.055 - Window Frame Caulk © Lower Roof t') Miscellaneous 2017.003.055 - co CL 41- 11.1 co .0 > To 1.0 >- al -0 CO N > M To 0 c0 CD 2E N >> CO .0 CO C (1) < CO 4.1 .0a) 0 0 c, 0 0 c t. 00) .0 2 0 2 a) 0 a) a ca c't • 2o. O co E co 0 co 0 20) S10 > CO —07, .ro >rn E co Z co .0 c a) a > > .—a 0, E ° 0 ra o ci) z =‘11 0. co E c Ffi ved = c c co a .0 co 5, < CO n 0 C 0 E 0 °4 Thomas P. Ferro Submitted By: Received By: DELTA ENGINEERS, ARCHITECTS, Sz i._D S YORS, P.C. Page 4 of 8 Attachment C Sample Location Drawing "We are a seamless extension of our clients' organizations MIMI MOM 11VH JO1AV1 NOHAIN DELTA ENGINEERS, ARCHI1 EGIS, & LAND S VEYORS, P.C. rria ikttN*W',* 414406C kt\\ tV,k ,°1 • • i<4.a Page 5 of 8 teisrVi\4. itS\NT,L, • Ns— CP Attachment D Photos seamless extension 0 our clientsorganizations" DELTA ENGINEERS, ARCHI ECTS, & LAND SURVEYORS, P.C. ............ ......... _ - Page 6 of 8 HAO1 — Upper Roof, Grey Cap Stone Seam Caulk, "No Asbestos Detected" HAO2 — Lower Roof, Parapet Wall, Cap Stone Seam Caulk, "No Asbestos Detected" "We are a seamless extension of our clients' organizations" DELTA ENGINEERS, ARCHI`I ECTS, & LAND SURVEYORS, P.C. HAO3 — Lower Roof, Window Frame Caulk, "Asbestos Containing" "We are a seamless extension of our clients' organizations" Page 7of8 DELTA ENGINEERS, ARCHI1 ECTS, & LAND S 4A,ostV1/44,,i.„ 4.0,h‘eiNk4",, 1:,\11*,:k \*„.1,0K YORS, P.C. idv"...A.4;ee A3t110%Cfnyti1 41 Attachment E Licenses and Certifications Page 8 of 8 seamless extension of our clients' organizations" 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 Delta Engineers & Architects & Land Surveyors, P.C. FILE NUMBER: 05-0851. LICENSE NUMBER: 29322 860 Hooper Road LICENSE CLASS: RESTRICTED DATE OF ISSUE: 09/08/2016 Endwell, NY 13760 EXPIRATION DATE: 09/30/2017 Duly Authorized Representative — David J Chambers: This license has been issued in accordance with applicable provisions of Article 30 of the Labor Law of New York State and of the New York State Codes, Rules and Regulations (12 NYCRR Part 56). It is subject to suspension or revocation for a (1) serious violation of state, federal or local laws with iegard 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 license is valid only for the contractor named above and this license or a photocopy must be prominently 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 STATE OF NE'W' OEPAR HT OF LABOR ' "" • ASBE,,gaS CERT1RCATENj ni THOMAS P FERRO CIASS(EXFIRES) C ATEC(1 211 7) D !NSF() 271 7) 11 (L2/17) rEttre °.3•":1,0 g e'4 ,14.$ 0118 MUST BE CARRIED ON ASBESTOS PROJECTS 1111111;ilistwoloBn EYES en :4 g R 5' OB" 1111 1111111111111111111 11 IF • 0* RE L - L6C UNIT 161A LOINS 12 STATE OFFICE La 12240 NEW YORK STATE DEPARTMENT OF HEALTH WADSWORTH CENTER Expires 12:01 AM April 01, 2017 Issued April 01, 2016 CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE Issued in accordance with and pursuant to section 502 Public Health Law of New York State MR, PAUL J. MUCHA AMERICA SCIENCE TEAM NEW YORK INC 117 EAST 30TH ST NEW YORK, NY 10016 Miscellaneous Asbestos in Friable Material NY Lab Id No: 11480 is hereby APPROVED as an Environmental Laboratory for the category ENVIRONMENTAL ANALYSES SOLID AND HAZARDOUS WASTE All approved subcategories and/or analytes are listed below: Asbestos in Non -Friable Material -PLM Asbestos in Non -Friable Material -TEM Item 198.1 of Manual EPA 600/M4/82/020 Item 198.6 of Manual (NOB by PLM) Item 198.4 of Manual No.: 54287 Property of the New York State Department of Health. Certificates are valid only at the address shown, must be conspicuously posted, and are printed on secure paper. Continued accreditation depends on successful ongoing participation in the Program. Consumers are urged to call (518)485-5570 to verify the laboratory's accreditation status. Page 1 of 1 ADELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS OPZNAM.Viilltfi.r‘fg3*rt;iafgMtik",Nak... '44 . April 6, 2017 Mr. Dale Houseknecht, Asbestos Project Coordinator Cornell University Maintenance Management 116 Humphreys Service Building Ithaca, New York 14853-3701 Re: Myron Taylor (2021) Exterior Masonry Repair Project XRF Lead Paint Survey Report Cornell Task Authorization No. TA -55, Work Order No. 9760978 Delta Project No.: 2017.003.055 Dear Mr. Houseknecht: 860 Hooper Road Endwell, NY 13760 Tel 607.231.6600 Fax 607.231.6650 www.delta-eas.com Attached, please find the XRF Lead Paint Report Fo for the ' Lead Paint S. pling perfo ed by Delta Representative Thomas Ferro. The sampling was performed on March 28th, 2017 and addressed accessible painted surfaces and components with the potential to be impacted by the upcoming Exterior Masonry Repair Project of N/W corner of the building. The project scope and associated surfaces/items addressed as a part of the sampling were based on info ation provided by the Cornell Project Representative Robert Murray. Based )n a visual inspection of the affected area/components (vertical I — be. ), a total of two (2) assays were taken (plus 3 "pre" and 3 "post" calibration assays) and results for all were reported as greater than 1.0 mg/cm2 which classifies the vertical I—be. paint/primer as "Lead Based Paint". APPLICABLE STANDA' 1 S/GUIDELINES: The standards used to identify lead-based paint for this survey were taken from the OSHA 1926.62 (Lead) Standard, modification of the guidelines established by the U.S. Depa ent of Housing and Urban Development (HUD) as well as New York State regulations. Occupational Safety and Health Administration (OSHA) On May 4, 1993, OSHA promulgated the Lead Exposure in Construction Rule and codified the regulation in Title 29, CFR, Part 1926.62. This particular regulation applies to all construction activities involving potential lead exposures. This regulation defines construction work as "work for construction, alteration, and/or repair including painting and decorating". It further states "the standard for the construction industry applies to all occupational exposure to lead in all construction work in which lead, in any amount, is present in an occupationally related context where the source of the lead is employment related, all exposure to lead is covered by the standard." U.S. Department of Housing and Urban Development (HUD) The U.S. Department of Housing and Urban Development (HUD) defines the action level for lead-based paint as a lead content equal to or greater than 1.0 milligr. s of lead per square centimeter of painted surface (> 1.0 mg Pb/cm2) when measured with an XRF analyzer, or 0.5 percent by weight when chemically tested. This lefinition is described in the HUD "Lead -Based Paint: Interim Guidelines for Hazard Identification and Abatement in Public and Indian Housing, September 1990." "We are a seamless extension o our clients' organizations" DELTA ENGINEERS, ARCM ECTS, & LAND S otoNttsvo o' *vs. \tottiktt* YORS, P.C. «or: :47:71:47,:40447;;;:v, 447, WI* '*4 tWatkiititgA.A. '\:t4k1,* \*Piwa'q'4 \4'" Page 2 of 4 tkii**04074040*,44„, Ap, ,,,ki',Ailtot<444414,4kkoktotv,vo,,,*3,4,,w, New York State The State of New York's definition of the action level for lead-based paint is consistent with the level established by HUD. The State is in the process of adopting LBP regulations which are based on the HUD guidelines and currently enforces only licensing/certification requirements. SAMPLING METHODS/PROCEDURES: Delta perfo ed sampling utilizing a " D LPA -1 Lead Paint Analyzer. The Lead Paint Analyzer is a state-of-the-art XRF spectrum analyzing system for the quantitative measurement of lead in paint on any surface. The LPA- 1 Analyzer uses a Co-57 radioactive source and an advanced, solid-state, room temperature, radiation detector to generate and detect the x-ray fluorescence spectrum of a painted surface. The x-ray fluorescence properties are dete ined through calibration process and are used for automatic substrate correction and calculation of the lead content of a painted surface. The " D Lead Paint Analyzer is operated with guidance from the Performance Characteristic Sheet' developed by QuanTech, Inc. under a contract from the U.S. Department of Housing and Urban Development (HUD). The instrument has an action level of 1.0 mg/cm2 with results at or above this value classified as Lead -Based Paint as per the applicable HUD and NYS regulations referenced above. Results reported as greater than 0.0 mg/cm2 are considered Lead - Containing Paint as per the OSHA standards. Reference Attachment A for the Report Fo listing assay details. Delta Company/Perso el Licenses and Certificates are provided in Attachment B. If you have any questions, or require any other info ation, please feel free to contact me at your convenience. Respectfully, DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. Stephen Prislupsky Director of Enviro Att: Project Paperwork ental Services "We are a seatnless extension o OU le s' organizations" DELTA ENGINEERS, ARCHILECTS, & DS YORS, P.C. Page 3 of 4 %OS,. 114,4,- KA.; ttlit $44p."444A",i;A. 4k. ft Attachment A XRF Lead Paint Report Fo ea less extension of our clients' organizations" 13 Co 0 0 ra co o o N co co rx en co co r (/) - 01 CNI CM I SP. rt; 8 8 0 -0 x C LIJ Delta Proj. No.: 2017.003.0551 Inspector: Thomas Ferro Number of XRF Readings: 8 Task Authorization No.: TA -55 / Work Order No.: 9760978 03/28/2017 Date Sampling Performed: 0 c.1 0 "63 Date of Report: Client: Cornell University 00 XRF Reading 0, 8 0 c.) 17; 0 0 00 0 Test Location 0 0 0 0 0 0 0 Vertical Beam Vertical Beam 0 0 0 0 0 0 0 0 0 LT. 0 0 ee Myron Taylor Hall Myron Taylor Hall a0 E z 0 CO 00 XRF Serial No.:1680L DELTA ENGINEERS, ARCHI 1 ECTS, & LAND S k•NA. NoKlyisA, • VEYORS, P.C. '01414,,Na V*, 4 .1., 611"¢qt", Attachment B Page 4 of 4 Company and Personnel Licenses/Certifications "We are a seamless extension o our clients' organizations" OWASAA kA VIUnk. a.) = 2 2)- 4,4,1,44 0 .0 to Cf) c c ca -0 CO 0 C c.(3 4,1%,Ese 444 0 = ao 4 4 0 ..,.., co 0) 1222 o) -6 1,.... ..c co ...c 4. "46 1)- s..... c c -cy a) c OL, trt immb 46.wx mew. 0 All EPA Administered States, Tribes, and Territories June 20, 2023 This certification is valid from the date of issuance and expires Michelle Price, Chief Lead, Heavy Metals, and Inorganics Branch NAT -68796-2 Certification # August 02, 2016 0 06 7Z3 CsJ ca csi r" - c a Et 2 E Tis i o E All EPA Administered Lead-based Paint Activities Program States, Tribes and Territories CD a) ca 0 c ca 6/) 0 ca a) 2 > 0 a) ars F- Michelle Price, Chief Lead, Heavy Metals, and Inorganics Branch LBP -68796-1 Certification # August 02, 2016 0 a) N N itri**IVAVaNi ENVIRONMENTAL EDUCATION ASSOCIATES 338 4 ENV ELM ff117:%/r0/11/1(!nithied11(160/1.01)ill This certifies that on October 17, 2011 Thomas Ferro 66 Church St Hallstead, PA 18822 Attended and Successfully Completed the U.S.E.P.A. Accredited Certificate Number: LIR-111017-01 Course Examination Date: 10/17/11 Jennifer McLaughlin, Training Coordinator irlicasIquarters 346 Austin M. Sur-FAlo, NY 14207 PCB Caulk Sampling Report Performed for the: Myron Taylor Hall (2021) N/W Exterior Masonry Repair Project Cornell University Ithaca, New York Campus Prepared for: Mr. Dale Houseknecht, Asbestos Project Coordinator Cornell University Maintenance Management 116 Humphreys Service Building, Ithaca, NY 14853 Prepared by: ADELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS 860 Hooper Road Endwell, NY 13760 Phone: 607-231-6600 Fax: 607-231-6640 Delta Project No. 2017.003.055 Cornell Task Authorization No. TA -55 / Work Order No. 9760978 Field work performed by: Thomas P. Ferro, March 28th, 2017 Report prepared by: Thomas Ferro Report reviewed by: Stephen Prislupsky ADELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS EXECUTIVE SUMMARY: 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com On March 28th, 2017 Delta Engineers, Architects & Land Surveyors Representative Thomas Ferro was on-site to perform bulk sampling of various caulks present at Myron Taylor Hall with the potential to be impacted by the upcoming N/W Exterior Masonry Repair Project. This sampling was performed to determine the presence of Polychlorinated Biphenyls (PCB's) in the affected caulks. Based on a visual inspection of the affected areas, three (3) samples were collected of suspect caulks and submitted to York Analytical Laboratories, Inc. for analysis utilizing Method SW846-35506/8082. Caulk sample details and results are as follows: Sample No. Description Results PCB01 Upper Roof Grey Cap Stone Seam Caulk None Detected PCB02 Lower Roof Light Grey Cap Stone Seam Caulk None Detected PCB03 Lower Roof Window Frame Caulk None Detected EPA regulations, consider solid materials with concentrations under 50 ppm (or 50 mg/Kg) to be a Non -PCB Product. It should be noted that EPA protocol requires the total or cumulative PCB content for each sample (i.e. the total PCB count for all tested matrices) be used in determining the regulated level (i.e. "non -PCB", "PCB -contaminated" or "PCB"). The Analytical Report from York Analytical Laboratories, Inc. is included in Appendix A. ADELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS APPENDIX A 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 60723t6650 www.delta-eas.conn York Analytical Laboratories Analytical Technical Report LIPit/l11.111C/1.1.1J,4011Arilltle.11 040 Technical Report prepared for: Delta Engineers 860 Hooper Road Endwell NY, 13760 Attention: Stephen Prislupsky Report Date: 04/05/2017 Client Project ID: 2017.003.055 Cornell Myron Taylor Hall Exterior York Project (SDG) No.: 17C1059 CT Cert No PH -0723 New Jersey Cell. No. CT005 and NY037 120 RESEARCH DRIVE www.YORKLAB.com STRATFORD, CT 06615 (203) 325-1371 New York Cert. Nos. 10854 and 12058 PA Cert. No. 68-04440 132-02 89th AVENUE FAX (203) 357-0166 RICHMOND HILL, NY 11418 ClientServices@yorklab.com Page 1 of 8 Report Date: 04/05/2017 Client Project ID: 2017.003.055 Cornell Myron Taylor Hall Exterior York Project (SDG) No.: 17C1059 Delta Engineers 860 Hooper Road Endwell NY, 13760 Attention: Stephen Prislupsky Purpose and Results This report contains the analytical data for the sample(s) identified on the attached chain -of -custody received in our laboratory on March 29, 2017 and listed below. The project was identified as your project: 2017.003.055 Cornell Myron Taylor Hall Exterior. The analyses were conducted utilizing appropriate EPA, Standard Methods, and ASTM methods as detailed in the data summary tables. All samples were received in proper condition meeting the customary acceptance requirements for environmental samples except those indicated under the Notes section of this report. All analyses met the method and laboratory standard operating procedure requirements except as indicated by any data flags, the meaning of which are explained in the attachment to this report, and case narrative if applicable. The results of the analyses, which are all reported on dry weight basis (soils) unless otherwise noted, are detailed in the following pages. Please contact Client Services at 203.325.1371 with any questions regarding this report. York Sample ID 17C1059-01 17C1059-02 17C1059-03 Client Sample ID 017.003.055-PCBO1: Cap Stone Caulk, Upper Roo 017.003.055-PCB02: Cap Stone Caulk, Lower Roo 003.055-PCB03: Window Frame Caulk, Lower Matrix Caulk Caulk Caulk Date Collected 03/28/2017 03/28/2017 03/28/2017 Date Received 03/29/2017 03/29/2017 03/29/2017 General Notes for York Project (SDG) No.: 17C!059 1. The RLs and MDLs (Reporting Limit and Method Detection Limit respectively) reported are adjusted for any dilution necessary due to the levels of target and/or non -target analytes and matrix interference. The RL(REPORTING LIMIT) is based upon the lowest standard utilized for the calibration where applicable. Samples are retained for a period of thirty days after submittal of report, unless other arrangements are made. York's liability for the above data is limited to thc dollar value paid to York for the referenced project. 4. This report shall not be reproduced without the written approval of York Analytical Laboratories, Inc. 5. All samples were received in proper condition for analysis with proper documentation, unless otherwise noted. 6. All analyses conducted met method or Laboratory SOP requirements. See the Qualifiers and/or Narrative sections for further information. 7. It is noted that no analyses reported herein were subcontracted to another laboratory, unless noted in the report. 8. This report reflects results that relate only to the samples submitted on the attached chain -of -custody form(s) received by York. 9. Analyses conducted at York Analytical Laboratories, Inc. Stratford, CT are indicated by NY Cert. No. 10854; those conducted at York Analytical Laboratories, Inc., Richmond Hill, NY are indicated by NY Cert. No. 12058, Approved By: Benjamin Gulizia Laboratory Director Date: 04/05/2017 V 4k 'YORK .1.11LTS.1.111.1.11.00.11.11.1iTICI Sample Information Client Sample ID: 2017.003.055-PCB01: Cap Stone Caulk, Upper Roof York Project (SDG) No. Client Project ID 17C1059 2017.003.055 Cornell Myron Taylor Hall Exterior York Sample ID: Matrix Collection Date/Time Caulk March 28, 2017 3:00 pm 17C1059-01 Date Received 03/29/2017 Polychlorinated Biphenyls (PCB) Sample Prepared by Method EPA 3550C Log -in Notes: Sample Notes: CAS No, Parameter Reported to DatefTime Date/Time Result Flag Units 11.00/16101 LOQ Dilution Reference Method Prepared Analyzed Analyst 12674-11-2 Aroclor 1016 11104-28-2 Aroclor 1221 11141-16-5 Aroclor 1232 53469-21-9 Aroclor 1242 12672-29-6 Aroclor 1248 11097-69-1 Aroclor 1254 11096-82-5 Aroclor 1260 1336-36-3 * Total PCBs 877-09-8 2051-24-3 Surrogate Recoveries Surrogate: Tetrachloro-m-xylene Surmgate: Decuchlorolnphettyl ND ND ND ND Result 48.0 55, 50.0 55 mg/lig wet 0 0167 0.0167 ing/kg wet 0 0167 0 0167 mg/kg wet 0 0167 0 0167 mg/kg wet 0 0167 0 0167 01 0 0167 0 0167 mg/kg wet 0 0167 0 0167 mg/kg wet 0 0167 0 0167 mg/kg wet 0 0167 0 0167 Acceptance Range 30-140 30-140 Sample Information Client Sample ID: 2017.003.055-PCB02: Cap Stone Caulk, Lower Roof York Project (SDG) No. Client Project ID I7C1059 2017.003.055 Cornell Myron Taylor Hall Exterior 1 EPA 8082A 03/31/2017 08 46 0311101720 30 Certifications NELAC-NY10854,CTDOH,N.IDEP,PADEP EPA 8082A 03/31/201708.46 0331./017 20 30 Certifications: NELAC-NY10854,CTDORN.IDEP,PADEP EPA 8082A 03/31/2017 0846 0311/2017 20 30 Certifications: NELAC-N\10854,CTDOH.N.IDERPADEP EPA 8082A 03/31/2017 08 46 03 311017 20 30 Certifications: NELAC-NY10854,CTDOI-INJDEP,PADEP EPA 8082A 03/31/2017 0846 0311'2017 20 30 Certifications: NELAC-NY10854,CTD01-1,N1DEP,PADEP EPA 8082A 03/31/20170846 033I/20172030 Certifications: NELAC-NY10854,CTDOKRIDEP,PADEP 1 EPA 8092A 03/31/20170846 03311017 20 30 Certifications: NELAC-NY10854,C7D0H,N1DEP,PADEP EPA 8082A 03/31/20170846 0311 2017 20 30 Certifications' York Sample ID: Matrix Collection Date/Time Caulk March 28, 2017 3:00 pm SA SA SA SA SA SA SA 17C1059-02 Date Received 03/29/2017 Polychlorinated Biphenyls (PCB) Sample Prepared by Method EPA 3550C Log -in Notes: Sample Notes: CAS No. Parameter Reported to Date/Time Date/Time Result Hag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 12674-11-2 11104-28-2 11141-16-5 53469-21-9 Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 120 RESEARCH ORM vow.YORKLAB.com ND ND ND STRATFORD, CT 06615 (203) 325-1371 mg/kg wet 00167 0.0167 mg/lig wet 0.0167 0 0167 mi;/kg wet 0.0167 0 0167 mg/kg wet 0.0167 0 0167 1 EPA 8082A Certifications: EPA 8082A Certifications: EPA 8082A Certifications: EPA 6082A Certifications: 03/31/70170846 03/31/2017 20 54 NELAC-NY10854,CTDOH,N1DEP,RADEP 03/31/2017 0846 03/31/2017 20 54 NELAC-N'S10854,CTDOH,N1DEP,PADEP 03/31/20170816 03/31/2017 20 54 NELAC-NY10854,CTDOH,N.IDEP,PADEP 03/31/20170846 03/31/2017 20 54 NELAC-N\10854,CTDOH.N1DEP,PADEP SA SA SA 132-02 89th AVENUE RICHMOND HILL, NY 11418 ClientServicesi Page 4 of 8 I FAX (203) 357-0166 YORK AIRAL1I10611..0.Y0111.11911.1 Sample Information Client Sample ID: 2017.003.055-PCB02: Cap Stone Caulk, Lower Roof York Project (SDG) No. Client Proiect ID 17C1059 2017.003.055 Cornell Myron Taylor Hall Exterior York Sample ID: 17C1059-02 Matrix Collection Date/Time Caulk March 28, 2017 300 pm Date Received 03/29/2017 Polychlorinated Biphenyls (PCB) Sample Prepared by Method EPA 3550C Log -in Notes: Sample Notes: CAS No. Parameter Reported to Date/Time Date/Time Result Flag Units LODAIDL LOQ Dilution Reference Method Prepared Analyzed Analyst 12672-29-6 11097-69-1 11096-82-5 1336-36-3 877-09-8 2051-24-3 Aroclor 1248 Aroclor 1254 Aroclor 1260 * Total PCBs Surrogate Recoveries Surmgute: retrachlora-nfroylene Surrogate: Decachlorolnphenyl ND ND ND ND Result 44.0 % 46.0 % mgrkg wet 0.0167 0 0167 mg/kg wet 0.0167 0 0167 mg/kg wet 0 0167 0 0167 mg/kg wet 0 0167 0 0167 Acceptance Range 30-140 30-140 Sample Information cent Sample ID: 2017003 055 Window Frame Caulk, @ Lower Roof York Project (SDG) No. Client Project ID 17C1059 2017,003.055 Cornell Myron Taylor Hall Exterior I EPA 8082A Cenificanons EPA 8082A Certifications EPA 8082A Certifications EPA 8082A Certifications 03/31 2017 08 46 03/31/2017 20 54 NELAC-NY10854,CTDOKNIDEP,PADEP 03,312017 08 46 53/31/7017 20 54 NELAC-NY10854,CTDOH,NIDEPPADEP 03/31/2017 08 46 03/31/2017 20 54 NELAC-NY I 0854,CTDON,N1DEP,PADEP 03/31/2017 08 46 03/31/2017 20 54 York Sample ID: Matrix Collection Date/Time Caulk March 28, 2017 3:00 pm SA SA SA SA 17C1059-03 Date Received 03/29/2017 Polychlorinated Biphenyls (PCB) Sample Prepared by Method EPA 3550C Log -in Notes: Sample Notes: CAS No. Parameter Reported to Result Flag Units LOO/MDL LOQ Dilution Reference Method DaterTime Date/Time Prepared Analyzed Analyst 12674-11-2 11104-28-2 11141-16-5 53469-21-9 12672-29-6 11097-69-1 11096-82-5 1336-36-3 877-09-0 Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 * Total PCBs Surrogate Recoveries Surrogaie: Tetrachloro-m-Aylene 120 RESEARCH DRIVE www.YORKLAB.com ND ND ND Result 48.0 % STRATFORD, CT 06615 (203) 325-1371 mg/kg wet 0,0167 0.0167 mg/kg wet 0.0167 0.0167 mg/Irg wet 0.0167 0.0167 mg/kg wet 0.0167 0.0167 mg/kg wet 0.0167 0.0167 mg/kg wet 0,0167 0.0167 mg/kg wet 0.0167 0.0167 mg/kg wet 0.0167 0.0167 Acceptance Range 30-140 1 EPA 8082A Cernficatinns NELAC EPA 8082A Certifications NELAC- EPA 8082A Certifications NELAC- EPA 8082A Certifications NELAC EPA 8082A Certifications: NELAC EPA 8082A Certifications: NELAC EPA 8082A Certifications: NELAC EPA 8082A Certifications: 03/31/7017 08 46 03/31/2017 21 18 NY 10854,CTDOH,N.RDEP,PADEP 03/31/2017 08 46 03/31/2017 21 18 NY10854,CTDOH,NMEPPADEP 03/31/20170848 03/31/201721 18 NY10854,CTDOH.NEDEPPADEP 03/31/7017 08 46 03/31/201721 18 NY10854,CTDOH,NIDEP,PADEP 03/31/2017 08 46 03/31/2017 21 18 -N8 10854 03/31/2017 08 46 03/31/201721 18 -NY 10854,CTDOH,NEDEP,PADEP 03/31/2017 08 46 03/31/2017 21 18 -N' 10854 03/31/2017 08 46 03/31/201721 18 132-02 89th AVENUE RICHMOND HILL, NY 11418 FAX (203) 357-0166 ClientServices SA SA SA SA SA SA SA SA I Page 5 of 8 I Page 6 of 8 I YORK alusArrscaLtanosumluza flit" Sample Information Client Sample ID: 2017.003.055-PCB03: Window Frame Caulk, @ Lower Roof York Sample ID: 17C1059-03 York Project (SDG) No. Client Proiect ID Matrix Collection Date/Time Date Received I7C1059 2017.003.055 Cornell Myron Taylor Hall Exterior Caulk March 28, 2017 300 pm 03/29/2017 Polychlorinated Biphenyls (PCB) Sample Prepared by Method EPA 3550C Log -in Notes: Sample Notes: Reported to Date/Time Date/Time CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 2051-24-3 Surrogelle: Decachlombiphenyl 120 RESEARCH DRIVE www.YORKLAB.com 49.5 % 30-140 STRATFORD, CT 06615 132-02 89th AVENUE RICHMOND HILL, NY 11418 (203) 325-1371 FAX (203) 357-0166 ClientServices A V '4k YORK I.11110111.19121191110 Notes and Definitions Analyte is not certified or the state of the samples origination does not offer certification for the Analyte. NOT DETECTED - the analyte is not detected at the Reported to level (LOQ/RL or LOD/MDL) RL REPORTING LIMIT - the minimum reportable value based upon the lowest point in the analyte calibration curve LOQ LIMIT OF QUANTITATION - the minimum concentration of a target analyte that can be reported within a specified degree of confidence. This is the lowest point in an analyte calibration curve that has been subjected to all steps of the processing/analysis and verified to meet defined criteria. This is based upon NELAC 2009 Standards and applies to all analyses. LOD LIMIT OF DETECTION - a verified estimate of the minimum concentration of a substance in a given matrix that an analytical process can reliably detect. This is based upon NELAC 2009 Standards and applies to all analyses conducted under the auspices of EPA SW -846. MDL METHOD DETECTION LIMIT - a statistically derived estimate of the minimum amount of a substance an analytical system can reliably detect with a 99% confidence that the concentration of the substance is greater than zero. This is based upon 40 CFR Part 136 Appendix B and applies only to EPA 600 and 200 series methods. Reported to This indicates that the data for a particular analysis is reported to either the LOD/MDL, or the LOQ/RL In cases where the "Reported to" is located above the LOD/MDL, any value between this and the LOQ represents an estimated value which is "1" flagged accordingly. This applies to Volatile and semi -volatile target compounds only. NR Not reported RPD Relative Percent Difference The data has been reported on an as -received (wet weight) basis Low Bias Low Bias flag indicates that the recovery of the flagged analyte is below the laboratory or regulatory lower control limit. The data user should take note that this analyte may be biased low but should evaluate multiple lines of evidence including the LCS and site-specific MS/MSD data to draw bias conclusions. In cases where no site-specific MS/MSD was requested, only the LCS data can be used to evaluate such bias. High Bias High Bias flag indicates that the recovery of the flagged analyte is above the laboratory or regulatory upper control limit The data user should take note that this analyte may be biased high but should evaluate multiple lines of evidence including the LCS and site-specific MS/MSD data to draw bias conclusions. In cases where no site-specific MS/MSD was requested, only the LCS data can be used to evaluate such bias. Non -Dir. Non-dir. flag (Non -Directional Bias ) indicates that the Relative Percent Difference (RPD) (a measure of precision) among the MS and MSD data is outside the laboratory or regulatory control limit. This alerts the data user where the MS and MSD are from site-specific samples that the RPD is high due to either non-homogeneous distribution of target analyte between the MS/MSD or indicates poor reproducibility for other reasons. If EPA SW -846 method 8270 is included herein it is noted that the target compound N-nitrosodiplienylamine (NDPA) decomposes in the gas chromatographic inlet and cannot be separated from diphenylamine (DPA). These results could actually represent 100% DPA, 100% NDPA or some combination of the two. For this reason, York reports the combined result for n-nitrosodiphenylamine and diphenylamine for either of these compounds as a combined concentration as Diphenylantine. If Total PCBs are detected and the target aroclors reported are "Not detected", the Total PCB value is reported due to the presence of either or both Aroclors 1262 and 1268 which are non -target aroclors for some regulatory lists. 2-chloroethylviny1 ether readily breaks down under acidic conditions. Samples that are acid preserved, including standards will exhibit breakdown. The data user should take note. Certification for pH is no longer offered by NYDOH ELAP. Semi -Volatile and Volatile analyses are reported down to the LOD/MDL, with values between the LOD/MDL and the LOQ being "1" flagged as estimated results. nalyses by EPA SW -846-8270D, the Limit of Quantitation (LOQ) reported for benzidine is based upon the lowest standard used for calibration and is not a d LOQ due to this compound's propensity for oxidative losses during extraction/concentration procedures and non -reproducible chromatographic performance. 120 RESEARCH DRIVE )20530.YORKLAB.com STRATFORD, CT 06615 (203) 325-1371 132-02 89th AVENUE FAX (203) 357-0166 RICHMOND HILL, NY 11416 ClientServices I Page 7 of 8 I Et 6z z fork Project 70 0 tat 'a`ta E ›.. C 0 ftl T. Lu a T. E E 0 0 to 0 ao c Z 0 <tt LLI Ln '3,33 m — (3 ca r - LI 0 L • 4 O 1- t n1 LI cr Ln rs 31331 Cc rn 0 C3 ent Information 1 Report to: w 2 GO Page 8 of 8 I CO' ELL RSITY SECTION 01 35 43 Ithaca, New York GENE SECTION 01 35 43 GENE . , EN ONMENTAL REQ 1' MENTS ENVIRONMENTAL REO MENTS 1.0 GENE 1.1 DESCRIPTION 1.2 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. B. 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. C. 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. LATED SECTIONS A. Section 01 35 44 — Spill Control 1.3 SUBMITTALS A. Submit the following in accordance with Section 01 33 00 — Submittals: 1. Contractor's Waste Material Disposal Plan. 1.4 JOB SITE MINIST . , TION 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. B. 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. M ON TAYLOR NORT EXTERIOR MASONRY REP ST GENE . , EN REQ ONMENTAL 01 35 43-1 ENTS May 18, 2017 CO ' ELL UN RSITY SECTION 01 35 43 Ithaca, New York 1.5 CLE G. SITE PREP . , GENE ENVIRONMENTAL REQU1" MENTS TION D SITE USE A. In accordance with Section 01 14 00, only that portion of the working area that is absolutely necessary and essential for the work shall be cleared for construction. All clearing should be approved and performed to provide minimum practical exposure of soils. B. 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. C. Topsoil excavated as part of the Project, which can be reused as part of the Project, shall be stockpiled for future use and temporarily stabilized to prevent erosion. 1.6 NOISE AND 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 (OS ), 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 -muffling devices adequate to meet these requirements 1.7 DUST CONTROL A. Take adequate measures for controlling dust produced by drilling, excavation, backfilling, 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 b iers 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 OS 1.8 PROTECTION OF THE EN ONMENT 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: ON TAYLOR NORT EXTERIOR MASONRY REP ST GENE S EN REQ 0 ENTAL 01 35 43-2 ENTS May 18, 2017 CORNELL UN RSITY SECTION 01 35 43 Ithaca, New York GENE ENVIRONMENTAL REQU " MENTS 1. Dumping of spoil material or 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. 2. Indiscriminate, arbitrary, or capricious operation of equipment in any stream corridors, any wetlands, or any surface waters. 3. Pumping of any silt -laden water from trenches or other excavations into any storm sewers, sanitary sewers, drainage ways, wetlands, or surface waters. 4. Damaging vegetation beyond the extent necessary for construction of the facilities. 5. 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. 6. Permanent or unspecified alteration of the flow line of a stream. 7. 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. Runoff of potable water used for concrete curing or concrete truck or chute cleaning operations shall not be allowed to reach the storm water system or open water due to the levels of residual chlorine (New York State water quality standards, 6 CRR Part 703.5) and other potential contaminants. If necessary, obtain pe ission from the local sewer authority and collect and pump the runoff to the sanitary sewer. D. 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. 1.9 TEMPO ' • 'Y RE-ROUTING OF PIPING D DUCT 0 A. 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: 1. 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. M ON TAYLOR NORT ST GENE EXTERIOR MASONRY REPAIRS EN REQ 0 ENTAL 01 35 43-3 MENTS May 18, 2017 CO ' ELL UN RSITY SECTION 01 35 43 Ithaca, New York 1.10 • OUS OR TOXIC MATE . , GENE S ENVIRONMENTAL REQU 1' MENTS A. Inform officers, employees, 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. 1.11 DISPOSAL OF WASTE MATE 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. B. The "Contractor Waste Material Disposal Plan" form, together with definitions associated with the form waste descriptions, is attached to this Section. Contractor must use this form to document waste disposal methods and locations. C. 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. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 35 43*** M ON TAYLOR NORT EXTERIOR MASONRY REP ST • 1' GENE ' • EN REQ 1' ONMENTAL 01 35 43-4 MENTS May 18, 2017 Contractor Waste z 0 1. Contractor Name: Contract No.: Project Name/Descri Project End Date: Project Start Date: 1 be generated as waste: ° a) hazardous m asn-ax 24s1 .1010g111.103 spunalo C . SHH olquilvAV SCESIAI .1010U.111.103 1101.1.10D plELLIpSH En 0.) 0 LID fa• 0 70' 0 0:1 En En a) 0) E'T'S Contaminated PPE & Materials No hazardous waste ("7 Li Contractor Was non -hazardous wastes tha Estimated Quantity Transporter Facility Phone Facility Address Disposal Facility Name 04 0 Clean soil Non C&D solid waste Other (describe in section IV) No non -hazardous waste will be generated C3 0 expected to be generated 4. Further description of wa 0 5. Contractor C 0 > 0 • •-. cci • v. CD cll I:1 'Cif. at: rC1 tjl•-• 0 68 r.) U elf) . g " cu a, a) v-0 .0 ,-.1; " ria ›N c4/ 0 •••-••• E 1-, .; -00 v a) ..z.', ,—;" = o (I) o a) C0. 03 X cCt 0 1) . to cn ta. cri a) 0.•4 ccl t a) a)0 CA tj cn cc-, .t) cTs . „,.., mcn F -- - a . - al 0a — >-, ) _0 •-i 1::u t/ a) 0) :-., 6) 0 4.1 . ,... cC1 'a' •6 a.) • o 3 ,-, " .-, -r ! "CI •-. rn .0 bk0 0 a.) -c7a *-•. a) 7, cO cu • --, __, 0 8 .4 co a) ri-3 41 .0 rn .4 4., co -,-. •-• .5 -a, 0 C.) CCS ..,•-• E.> az ..:-_,' 0, cz 0 •+-. a) co 0 c%) 1-4 Q) C4 -i co .0 cz ,.= 0 a • •'Z' a) -0 o "ow if, 0 co al .cn ''- r• ..E3 co E cn 0 = > q-, • •-. al 0 c-) —, 0) li ,__, T. la 0 S0 •,-, c.) cl 0 m a) a) Contractor Sig Definitions for Use with Contractor Waste Material Disposal Plan: The following is not solid waste: Discarded materials that are being beneficially used pursuant to 6 CRR Section 360-1.15 A material is disposed of if it is discharged, deposited, injected, dumped, spilled, leaked or placed into or on any land or water so that such material or any constituent thereof may enter the enviro ent or be emitted into the air or discharged into groundwater or surface water. Asbestos: Any waste material containing the asbestiform varieties of: Chrysotile (serpentine); crocidolite (riebeckite); amosite (cum- mingtonitegrunerite); anthophyllite; tremolite; and actinolite. Batteries: All spent batteries being disposed that are regulated by New York State Department of Environmental Conservation (NYSDEC) in 6 New York Code of Rules and Regulations ( CRR) Part 374-3, or Environmental Protection Agency (EPA) in 40 Code of Federal Regulations (CFR) 273.2 as Universal Waste Batteries. Borrow Material: Fill material required for on-site construction that is obtained from other locations. Chromium: Any waste containing chromium or contaminated with chromium that exceeds the Toxicity Characteristic Leaching Procedure (TCLP) limit for chromium as defined in 6 CRR Part 371.3 or 40 CFR 261.24. Clean Soil: Soil that is uncontaminated with any solid or hazardous waste, C&D debris, trees, stumps, yard waste or wood chips per definitions of those terms below. Construction and Demolition (C&D) Debris: Uncontaminated solid waste resulting from the construction, remodeling, repair and demolition of utilities, structures and roads; and uncontaminated solid waste resulting from land clearing. Such waste includes, but is not limited to bricks, concrete and other masonry materials, soil, rock, wood (including painted, treated and coated wood and wood products), land clearing debris, wall coverings, plaster, d all, plumbing fixtures, non -asbestos insulation, roofing shingles and other roof coverings, asphaltic pavement, glass, plastics that are not sealed in a manner that conceals other wastes, empty buckets ten gallons or less in size and having no more than one inch of residue remaining on the bottom, electrical wiring and components containing no hazardous liquids, and pipe and metals that are incidental to any of the above. Solid waste that is not C&D debris (even if resulting from the construction, remodeling, repair and demolition of utilities, structures and roads and land clearing) includes, but is not limited to asbestos waste, garbage, corrugated container board, electrical fixtures containing hazardous liquids such as fluorescent light ballasts or transformers, fluorescent lights, carpeting, furniture, appliances, tires, drums, containers greater than ten gallons in size, any containers having more than one inch of residue remaining on the bottom and fuel tanks. Specifically excluded from the definition of construction and demolition debris is solid waste (including what otherwise would be construction and demolition debris) resulting from any processing technique, other than that employed at a department -approved C&D debris processing facility, that renders individual waste components unrecognizable, such as pulverizing or shredding. Also, waste contained in an illegal disposal site may be considered C&D debris if the department determines that such waste is similar in nature and content to C&D debris. Construction and Demolition Debris Processing Facility means a processing facility that receives and processes construction and demolition debris by any means. Revision date: May 2010 Page 1 of 3 Contaminated PPE & Materials: Any personal protective equipment such as gloves, coveralls, boot covers, respirator cartridges etc.; or rags, tools, articles or other material that has become adulterated by a hazardous material, and which meets the definition of hazardous waste or is considered unsuitable for disposal as regular trash. Exempt C&D and Stump Facilities: The following facilities are exempt from Solid waste management facility permitting requirements provided the facilities operate only between the hours of sunrise and sunset, and (if the allowable waste comes from an off-site source) no fee or other form of consideration is required for the privilege of using the facility for disposal purposes: (i) A site at which only the following C&D debris is placed: recognizable uncontaminated concrete and concrete products (including steel or fiberglass reinforcing rods that are embedded in the concrete), asphalt pavement, brick, glass, soil and rock. (Recognizable means solid waste that can be readily identified as C&T) debris by visual observation.) (ii) A landfill for the disposal of trees, stumps, yard waste and wood chips generated from these materials is exempt when origin and disposal of such waste occur on properties under the same ownership or control. Hazardous Waste: Any waste material that meets the definition of "hazardous waste" in 6 CRR 371.1 and 40 CFR 261.3 and that is not excluded by regulation. Land Clearing Debris means vegetative matter, soil and rock resulting from activities such as land clearing and grubbing, utility line maintenance or seasonal or storm -related cleanup such as trees, stumps, brush and leaves and including wood chips generated from these materials. Land clearing debris does not include yard waste which has been collected at the curbside. Lead: Any metallic lead or waste material containing lead, e.g. waste paint chips, that exceed the Toxicity Characteristic Leaching Procedure (TCLP) limit for lead as defined in 6 CRR Part 371.3 or 40 CFR 261.24. Light Bulbs: All spent 1 ps or light bulbs being disposed that are regulated in 6 CRR Part 374-3 or 40 CFR 273.5. Mercury: Liquid mercury or any waste containing mercury at levels exceeding the Toxicity Characteristic Leaching Procedure (TCLP) limit for mercury as defined in 6 CRR Part 371.3 or 40 CFR 261.24. Mold: Construction material or debris contaminated with mold fungus that is unsuitable for reuse. Other Toxic Metals: Any waste containing a metal or contaminated by a metal identified in, and exceeding the Toxicity Characteristic Leaching Procedure (TCLP) limit of 6 CRR Part 371.3 or 40 CFR 261.24.PCBs: All electrical articles and equipment or the used oil removed from them, containing polychlorinated biphenyls at levels regulated by 6 CRR 371.4(e) Scrap Metal: Bits and pieces of metal parts (e.g., bars, turnings, rods, sheets, wire) or metal pieces that may be combined together with bolts or soldering (e.g., radiators, scrap automobiles, railroad box cars), which when worn or superfluous can be recycled. Revision date: May 2010 Page 2 of 3 Solid Waste (Non C&D): Any garbage, refuse, sludge from a wastewater treatment plant, water supply treatment plant, or air pollution control facility and other discarded materials including solid, liquid, semisolid, or contained gaseous material, resulting from industrial, commercial, mining and agricultural operations, and from community activities, but does not include solid or dissolved materials in domestic sewage, or solid or dissolved materials in irrigation return flows or industrial discharges that are point sources subject to permit under 33 USC 1342, or source, special nuclear or by-product material as defined by the Atomic Energy Act of 1954, except as may be provided by existing agreements between the State of New York and the government of the United States. Solvents: Substances (usually liquid) suitable for, or employed in, solution, or in dissolving something; as, water is the appropriate solvent for most salts, alcohol for resins, ether for fats, and mercury or acids for metals, etc. Typically these are chemicals are used as paint thinners or cleaning solutions. Spoil: Refuse material removed from an excavation. Used Oil: Any oil refined from crude oil, or any synthetic oil, that has been used, and as a result of such use is contaminated by physical or chemical impurities. "See 6 CRR 374-2 or 40 CFR 279" Thermostats: Any mercury -containing thermostat as defined in 6 CRR 374-3.1(d), or 40 CFR 273.4 Uncontaminated C&D Debris: C&D Debris that is not mixed or commingled with other solid waste at the point of generation, processing or disposal, and that is not contaminated with spills of a petroleum product, hazardous waste or industrial waste. Contamination from spills of a petroleum product does not include asphalt or concrete pavement that has come into contact with petroleum products through normal vehicle use of the roadway. Revision date: May 2010 Page 3 of 3 CORNELL UN RSITY SECTION 0135 44 Ithaca, New York SPILL CONTROL SECTION 01 35 44 SPILL CONTROL 1.0 GENE 1.1 SPILL PREVENTION A. In order to minimize the potential for discharge to the enviro ent 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 b. 'er 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. B. 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 SPILL CONTROL PROCED 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). MON TAYLOR NORT ST SPILL CONTROL EXTERIOR MASONRY REP S 01 35 44-1 May 18, 2017 CO' ELL IVERSITY SECTION 01 35 44 Ithaca, New York 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. a. Stop the spill at once (if possible). b. Extinguish sources of ignition (e.g., flames, sparks, hot surfaces, cigarettes, etc.). c. Clear personnel from the spill location and rope off the area. d. Utilize available spill control equipment in an effort to ensure that fires, explosions, and releases do not occur, recur, or spread. e. 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. g. 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. h. Assess possible hazards to human health or the environment as a result of the release, fire, or explosion. i. 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. B. Spill Cleanup: 1. Following containment of the spill, the following spill cleanup procedures shall be initiated. a. Use proper waste containers. b. 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. c. Cleanup materials not reclaimed on-site shall be disposed of in accordance with all applicable state and federal regulations. ON TAYLOR NORT ST EXTERIOR MASONRY REPAIRS SPILL CONTROL 01 35 44-2 May 18, 2017 CO ' ELL UN RSITY SECTION 01 35 44 Ithaca, New York 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. g. Disposal of all spilled product shall be made off-site, and shall be arranged through the Contractor. h. A Spill Report shall be completed, including a description of the event. A sample Spill Documentation Form is provided in Appendix B. C. Fire or Explosion: 1. In the event of a fire or explosion at the site, the Contractor shall: a. 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. c. Ensure that people are cleared from the area. d. 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. M ' ON TAYLOR NORT ST SPILL CONTROL EXTERIOR MASONRY REP a. 01 35 44-3 May 18, 2017 CORNELL UN RSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL 1.3 SPILL REPORTING • i DOC ENTATION In the event of a spill CALL CO " ELL 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 SDEC unless ALL of the following criteria apply: CRITE TABLE 1 TO EXEMPT SPILL PORTING CRITE' • DESC " 1' TION Quantity The spill must be known to be less than 5 gallons. Containment The spill must be contained on an impervious surface or within an impervious structure, such that it cannot enter the environment. Control The spill must be under control and not reach a drain or leave the impervious surface. Cleanup The spill must be cleaned -up within two hours of occurrence. Environment The spill must not have already entered into the soil or groundwater or onto surface water. A release of a "reportable quantity"1 or u own amount of a hazardous substance must also be immediately reported to SDEC 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 Reporting Information: When making a telephone report, the caller should be prepared to provide the following information, if possible: 1. The date and time of the spill or release. 2. 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. 4. 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. 5. The source of the release or spill. 6. 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. M ON TAYLOR NORT ST EXTERIOR MASONRY REPAIRS SPILL CONTROL 01 35 44-4 May 18, 2017 CO • ELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL 7. The extent of the actual and potential water pollution. 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 CRR 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. (2)11arniful 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*** ON TAYLOR NORT ST EXTERIOR MASONRY REP I' S SPILL CONTROL 01 35 44-5 May 18, 2017 CORNELL UN RSITY SECTION 01 41 00 Ithaca, New York REGULATORY REQ 1' MENTS SECTION 01 41 00 REGULATORY RE ' MENTS 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, electrical, plumbing, backflow prevention, dig safe and building demolition. 1. City of Ithaca building permit applications shall be presented for review at the regularly scheduled Owner's meeting with the Authority Having Jurisdiction ( J). B. For any projects which include demolition of a structure or load-bearing elements of a structure, the Contractor is required to complete a "Notification of Demolition and Renovation" and provide this notification to the United State Environmental Protection Agency (EPA) in advance of the work as specified in 40 CFR 61.145. The Contractor shall also provide a copy of this notification to the Owner's Representative prior to any demolition. C. All Construction / Building / Hot Work and Occupancy pe its shall be issued and maintained through the City of Ithaca. D. Ithaca Fire Department Permitting: 1. A permit is required from the Ithaca Fire Department to install or substantially repair a fire suppression, fire detection, or fire alarm system as such as defined under the Uniform Code of New York State. 2. If the scope of work is classified under the Existing Building Code of S as Alteration —Level 1; Alteration — Level 2; Alteration — Level 3; or Addition; a permit from the Ithaca Fire Department is required for all work affecting the fire suppression, fire detection, or fire al system for that building. A building permit is also required for this type of work. 3. Work classified as a 'Repair' under the Existing Building Code of S does not require a permit from the Ithaca Fire Department. 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. ON TAYLOR NORT EXTERIOR MASONRY REP ST 1' S REGULATORY REQ 1' MENTS 01 41 00-1 May 18, 2017 CO ELL UNIVERSITY SECTION 01 41 00 Ithaca, New York REGULATORY REQ ' MENTS 1.3 COMPL 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 O ER'S REOU MENTS 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 not permit fees were required, the Contractor shall so state, in writing, upon completion of the project. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 41 00*** ON TAYLOR NORT EXTERIOR MASONRY REP ST S REGULATORY REQ MENTS 01 41 00-2 May 18,2017 CO ' ELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES SECTION 01 42 00 REFERENCES 1.0 GENE 1.1 INTENT OF CONT . , CT DOC ENTS A. Notes or instructions shown on any one Drawing, apply where applicable, to all other Drawings. B. 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. Building Code of New York State 2. BC S Referenced Codes 3. National Electric Code 4. Occupational Safety and Health Administration (OS 5. Life Safety Code NFPA 101. 6. All local ordinances 7. Mechanical Code of New York State. 8. Fuel Gas Code of New York State. 9. Fire Code of New York State. 10. Plans and Specifications in excess of code requirements and not contrary to same. 1.2 RELATED DOC ENTS 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. M ON TAYLOR NORT EXTERIOR MASONRY REP ST S REFERENCES 01 42 00-1 May 18, 2017 CORNELL UN RSITY SECTION 01 42 00 Ithaca, New York REFERENCES 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": Comell 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. I. "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. N. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and silar operations. 0. "Reinstall". To place back into a former position. P. "Replace". Provide a substitute for. M ' ON TAYLOR NORTH EXTERIOR MASONRY REP ST • 1' S REFERENCES 01 42 00-2 May 18, 2017 CORNELL UN RSITY SECTION 01 42 00 Ithaca, New York REFERENCES Q. "Provide": Furnish and install, complete and ready for the intended use. R. "Concealed': Work installed in pipe shafts, chases or recesses, behind furred 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. IN% "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. "Samples": Physical examples furnished to illustrate materials, equipment or workmanship, and to establish standards by which the work will be judged. Y. "General Conditions": The standardized contractual provisions describing the responsibilities, rights and relationships of the Owner and Contractor under the construction contract. Z. "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. "to do", "provide", "furnish", "install", etc., in these Specifications or on Drawings are directions given to the Contractor; M • ON TAYLOR NORT ST EXTERIOR MASONRY REP 1' REFERENCES 01 42 00-3 May 18, 2017 CO ' ELL IVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES 1.4 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 #3 - 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 • erica B. 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. 1.5 INDUSTRY ST D • ' S A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. M ON TAYLOR NORTH ST REFERENCES 01 42 00-4 May 18, 2017 EXTERIOR MASONRY REPAIRS CO ELL RSITY SECTION 01 42 00 Ithaca, New York REFERENCES 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. • G ericans with Disabilities Act ( • IA) Architectural B 'ers Act (ABA) Accessibility Guidelines for Buildings and Facilities Available from Access Board www.access-board.gov CFR Code of Federal Regulations Available from Government Printing Office www.gpoaccess.gov/cfr/index.html FS Federal Specification Available from Depent of Defense Single Stock Point http://dodssp.daps.dla.mil Available from Defense Standardization Progr. www.dps.dla.mil Available from General Services A stration www.gsa.gov Available from National Institute of Building Sciences www.nibs.org UFAS Uniform Federal Accessibility Standards Available from Access Board www.access-board.gov 1.6 ABBRE TIONS D ACRON S • (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) (703) 358-2960 www.aluminum.org erican Association of Automatic Door Manufacturers www.aaadm.com (216) 241-7333 M • ON TAYLOR NORT EXTERIOR MASONRY REP ST FERENCES 01 42 00-5 May 18, 2017 CORNELL UNIVERSITY Ithaca, New York C Associated Air Balance Council www.aabchq.com A A A erican Architectural Manufacturers Association .a anet.org SHTO American Association of State Highway and Tr portation Officials www.transportation.org TCC erican Association of Textile Che sts and Colorists (The) www.aatcc.org ACI Air Barrier Association of www.airbarrier.org erica erican Bearing Manufacturers Association www.abma-dc.org ACI International ( erican Concrete Institute) www.aci-int.org ACPA erican Concrete Pipe Association www.concrete-pipe.org AEIC AF&PA AGA AGC Association of Edison illuminating Co www.aeic.org erican Forest & Paper Association www.afandpa.org erican Gas Association www.aga.org Associated General Contractors of www.agc.org p es, Inc. (The) erica (The) Association of Home Appliance Manufacturers www.ah. .org Al Asphalt Institute www.asphaltinstitute.org erican Institute of Architects (The) www.aia.org SECTION 01 42 00 REFERENCES (202) 737-0202 (847) 303-5664 (202) 624-5800 (919) 549-8141 (866) 956-5888 (202) 367-1155 (248) 848-3700 (972) 506-7216 (205) 257-2530 (800) 878-8878 (202) 463-2700 (202) 824-7000 (703) 548-3118 (202) 872-5955 (859) 288-4960 (800) 242-3837 (202) 626-7300 M ' ON TAYLOR NORT EXTERIOR MASONRY P ST S REFERENCES 01 42 00-6 May 18, 2017 CORNELL UN RSITY SECTION 01 42 00 Ithaca, New York REFERENCES AISC AISI • ALCA ALSC • CA SI erican Institute of Steel Construction www.aisc.org erican Iron and Steel Institute www.steel.org erican Institute of Timber Construction www.aitc-glul .org Associated Landscape Contractors of erica (Now PL • T - Professional dcare Network) erican Lumber Standard Committee, Incorporated www.alsc.org Air Movement and Control Association International, Inc. www.. ca.org erican National Standards Institute www.ansi.org AOSA Association of Official Seed Analysts, Inc. www.aosaseed.com APA APA - The Engineered Wood Association www.apawood.org APA Architectural Precast Association www.archprecast.org API ASCE AS 11 erican Petroleum Institute www.api.org Air -Conditioning & Refrigeration Institute www.ari.org Asphalt Roofing Manufacturers Association www.asphaltroofing.org erican Society of Civil Engineers www.asce.org erican Society of Heating, Refrigerating and Air -Conditioning Engineers www.ashrae.org (800) 644-2400 (312) 670-2400 (202) 452-7100 (303) 792-9559 (301) 972-1700 (847) 394-0150 (202) 293-8020 (505) 522-1437 (253) 565-6600 (239) 454-6989 (202) 682-8000 (703) 524-8800 (202) 207-0917 (800) 548-2723 (703) 295-6300 (800) 527-4723 (404) 636-8400 • ON TAYLOR NORT EXTERIOR MASONRY REP ST S REFERENCES 01 42 00-7 May 18,2017 CORNELL UN RSITY SECTION 01 42 00 Ithaca, New York REFERENCES ASME ASME International (The A erican Society of ech caI Engineers International) www.asme.org ASSE AS erican Society of S taiy Engineering www.asse-plumbing.org AS International ( erican Society for Testing and Materials International) www.astm.org AWI Architectural Woodwork Institute www.awinet.org A ' A • erican Wood -Preservers' Association www.awpa.com AWS erican Welding Society www.aws.org 1 • erican Water Works Association www.awwa.org Builders Hardware Manufacturers Association www.buildershardware.com BIA Brick Industry Association (The) www.bia.org BICSI BICSI www.bicsi.org BISSC B. g Industry S tation Standards Committee www.bissc.org CCC Carpet Cushion Council www.carpetcushion.org CDA Copper Development Association www.copper.org CGA Compressed Gas Association www.cganet.com Cellulose Insulation Manufacturers Association www.cellulose.org (800) 843-2763 (973) 882-1170 (440) 835-3040 (610) 832-9585 (800) 449-8811 (703) 733-0600 (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 (203) 637-1312 (800) 232-3282 (212) 251-7200 (703) 788-2700 (888) 881-2462 (937) 222-2462 MYRON TAYLOR NORT ST EXTERIOR MASONRY REP S REFERENCES 01 42 00-8 May 18, 2017 CORNELL RSITY Ithaca, New York SECTION 01 42 00 REFERENCES CISCA Ceilings & Interior Systems Construction Association (630) 584-1919 www.cisca.org CISPI Cast Iron Soil Pipe Institute (423) 892-0137 www.cispi.org CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583 www.chao.org CPA Composite Panel Association (301) 670-0604 www.pbmdf.com CPPA Corrugated Polyethylene Pipe Association (800) 510-2772 www.cppa-info.org (202) 462-9607 CRI Carpet & Rug Institute (The) (800) 882-8846 www.carpet-rug.com (706) 278-3176 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 www.cti.org DHI Door and Hardware Institute www.dhi.org EIA ti • Electronic Industries Alliance www.eia.org EIFS Industry Members Association www.eima.com EJCDC Engineers Joint Contract Documents Committee www.ejdc.org • Exp ion Joint Manufacturers Association, Inc. www.ejma.org (281) 583-4087 (703) 222-2010 (703) 907-7500 (800) 294-3462 (770) 968-7945 (703) 295-5000 (914) 332-0040 ON TAYLOR NORT EXTERIOR MASONRY REP ST • ' REFERENCES 01 42 00-9 May 18, 2017 CO ' ELL UN RSITY SECTION 01 42 00 Ithaca, New York REFERENCES ESD FMG FSA FSC GA ESD Association www.esda.org FM Global www.finglobal.com Fluid Sealing Association www.fluidsealing.com Forest Stewardship Council www.fsc.org Gypsum Association (315) 339-6937 (401) 275-3000 (610) 971-4850 49 228 367 66 0 (202) 289-5440 www. • sum.org G A Glass Association of North erica (785) 271-0208 www.glasswebsite.com GS Green Seal (202) 872-6400 www.geenseal.org GSI Geosynthetic Institute (610) 522-8440 www.geosynthetic-institute.org HI Hydraulic Institute www.pumps.org Hydronics Institute www.g. anet org }PRA Hardwood Plywood & Veneer Association www.hpva.org HPW H. P. e Laboratory, Inc. www.hpwhite.com IBR Institute of Boiler & Radiation Manufacturers ICEA Insulated Cable Engineers Association, Inc. www.icea.net ICRI International Concrete Repair Institute, Inc. www.icri.org IEC International Electrotechnical Commission www.iec.ch (888) 786-7744 (973) 267-9700 (908) 464-8200 (703) 435-2900 (410) 838-6550 (770) 830-0369 (847) 827-0830 41 22 919 02 11 M ON TAYLOR NORT EXTERIOR MASONRY REP ST •1' S REFERENCES 01 42 00-10 May 18, 2017 CO ' ELL RSITY Ithaca, New York IEEE Institute of Electrical and Electronics Engineers, Inc. (The) www.ieee.org IESNA Illuminating Engineering Society of North erica www.iesna.org TEST Institute of Environmental Sciences and Technology www.iest.org IGCC Insulating Glass Certification Council www.igcc.org IG www.igmao e.org ILI A Insulating Glass Manufacturers Alliance ISO Indiana Limestone Institute of www.iliai.com erica, Inc. International Org. zation for Standardization www.iso.ch Available from www.ansi.org • ISSFA International Solid Surface Fabricators Association www.issfa.net ITS Intertek www.intertek.com KC International Telecommunication Union www.itu.intlhome Kitchen Cabinet Manufacturers Association www.kcma.org Laminating Materials Association (Now part of CPA) LPI Ligh g Protection Institute www.ligh g.org 1 Metal Building Manufacturers Association www.mbma.com Maple Flooring Manufacturers Association, Inc. www.maplefloor.org SECTION 01 42 00 REFERENCES (212) 419-7900 (212) 248-5000 (847) 255-1561 (315) 646-2234 (613) 233-1510 (812) 275 1126 41 22 749 01 11 (202) 293-8020 (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 ON TAYLOR NORT ST EXTERIOR MASONRY REP ' S REFERENCES 01 42 00-11 May 18, 2017 CO ' ELL UNIVERSITY Ithaca, New York MF Metal Framing Manufacturers Association www.metalfr. gmfg.org Material Handling Industry of • erica www. a.org MIA Marble Institute of erica www.marble-institute.com MPI MSS Manufacturers Standardization Society of The Valve and Fittings Industry Inc. www.mss-hq.com 118 Master Painters Institute www.paintinfo.com . • National Association of Architec 1 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 • • North • erican Insulation Manufacturers Association www.naima.org NBGQA National Building Gr te Qu. 'es Association, Inc. www.nbgqa.com NC www.ncaa.org National Collegiate Athletic Association (The) NC . National Concrete Masonry Association www.ncma.org NCPI National Clay Pipe Institute www.ncpi.org NCTA National Cable & Telecommunications Association www.ncta.com NEBB National Environmental Balancing Bureau www.nebb.org SECTION 01 42 00 REFERENCES (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 (703) 684-0084 (800) 557-2848 (317) 917-6222 (703) 713-1900 (262) 248-9094 (202) 775-3550 (301) 977-3698 M " ON TAYLOR NORTH EXTERIOR MASONRY REP ST REFERENCES 01 42 00-12 May 18,2017 CORNELL RSITY SECTION 01 42 00 Ithaca, New York REFERENCES NECA National Electrical Contractors Association www.necanet.org (301) 657-3110 NeL Northeastern Lumber Manufacturers' Association (207) 829-6901 www.nelma.org National Electrical Manufacturers Association (703) 841-3200 www.nema.org NETA International Electrical Testing Association (888) 300-6382 (303) 697-8441 NFHS National Federation of State High School Associations (317) 972-6900 www.nfhs.org www.netaworld.org NFPA NFPA (National Fire Protection Association) www.nfpa.org NFRC National Fenestration Rating Council www.nfrc.org NGA National Glass Association www.glass.org National Hardwood Lumber Association www.natlhardwood.org NLGA National Lumber Grades Authority www.nlga.org NOF • NOF The Wood Flooring Manufacturers Association www.nofma.org CA National Roofing Contractors Association www.nrca.net NSF CA National Ready Mixed Concrete Association www.nrmca.org NSF International (National S. ation Foundation International) www.nsf. org NSSGA National Stone, Sand & Gravel Association www.nssga.org (800) 344-3555 (617) 770-3000 (301) 589-1776 (866) 342-5642 (703) 442-4890 (800) 933-0318 (901) 377-1818 (604) 524-2393 (901) 526-5016 (800) 323-9545 (847) 299-9070 (888) 846-7622 (301) 587-1400 (800) 673-6275 (734) 769-8010 (800) 342-1415 (703) 525-8788 • ON TAYLOR NORTH ST EXTERIOR MASONRY REP a. REFERENCES 01 42 00-13 May 18, 2017 CORNELL UN RSITY SECTION 01 42 00 Ithaca, New York REFERENCES • National Terrazzo & Mosaic Association, Inc. (The) www.ntma.com New York Board of Fire Underwriters www.nybfu.org PCI Precast/Prestressed Concrete Institute www.pci.org PDCA Painting & Decorating Contractors of www.pdca.com PDI Plumbing & Dr age Institute www.pdionline.org PGI http://pgi-tp.ce.uiuc.edu PVC Geomembrane Institute PL T Professional Landcare Network www.landcarenetwork.org erica PTI Post -Tensioning Institute www.post-tensioning.org RCSC Research Council on Structural Connections www.boltcouncil.org RFCI Resilient Floor Cove www.rfci.com RIS www.calredwood.org g stitute Redwood Inspection Service SAE SAE International www.sae.org SBI Steel Boiler Institute SDI Steel Deck Institute www.sdi.org SDI Steel Door Institute www.steeldoor.org SEFA Scientific Equipment and Furniture Association www.sefalabs.com (800) 323-9736 (540) 751-0930 (212) 227-3700 (312) 786-0300 (800) 332-7322 (314) 514-7322 (800) 589-8956 (978) 557-0720 (217) 333-3929 (800) 395-2522 (602) 870-7540 (800) 644-2400 (312) 670-2400 (301) 340-8580 (888) 225-7339 (415) 382-0662 (877) 606-7323 (724) 776-4841 (847) 458-4647 (440) 899-0010 (516) 294-5424 M 00N TAYLOR NORTH ST REFERENCES 01 42 00-14 May 18, 2017 EXTERIOR MASONRY REPAIRS CO ELL RSITY Ithaca, New York SGCC Safety Glazing Certification Council www.sgcc.org SIA Security Industry Association www.siaonline.org SJI Steel Joist Institute www.steeljoist.org 4 l• Screen Manufacturers Association www.smacentral.org CNA Sheet Metal and Air Conditioning Contractors' National Association www.smacna.org SPFA www.sprayfo .org Society of Motion Picture and Television Engineers www.smpte.org Spray Polyurethane Fo Alliance SPIB Southern Pine Inspection Bureau (The) www.spib.org SPRI Single Ply Roofing Industry www.spri.org SSINA Specialty Steel Industry of North erica www.ssina.com SSPC SSPC: The Society for Protective Coatings www.sspc.org STI Steel Tank Institute www.steeltank.com SWI Steel Window Institute www.steelwindows.com Sealant, Waterproofing, & Restoration Institute www.swrio e.org TCA Tile Council of erica, Inc. www.tileusa.com SECTION 01 42 00 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 (216) 241-7333 (816) 472-7974 (864) 646-8453 ON TAYLOR NORT ST EXTERIOR MASONRY REP S REFERENCES 01 42 00-15 May 18, 2017 CORNELL UN RSITY SECTION 01 42 00 Ithaca, New York REFERENCES Telecommunications Industry Association/Electronic Industries Alliance www.tiaonline.org The Masonry Society www.masonrysociety.org TPI Truss Plate Institute, Inc. www.tpinst.org FPI Turf ss Producers International www.turfgrasssod.org Tile Roofing Institute www.tileroofmg.org UFPO Underground Facilities Protective Organization www.ufpo.org UL Underwriters Laboratories Inc. www.ul.com 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 Window & Door Manufacturers Association www.wdma.com WI Woodwork Institute www.wicnet.org I ' A Wood Moulding & Millwork Producers Association www.wmmpa.com WSRCA Western States Roofing Contractors Association www.wsrca.com Western Wood Products Association www. .a.org (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 (800) 550-7889 (530) 661-9591 (800) 725-0333 (650) 570-5441 (503) 224-3930 M " ON TAYLOR NORT EXTERIOR MASONRY ST PAIRS REFERENCES 01 42 00-16 May 18, 2017 CO ' ELL UN RSITY SECTION 01 42 00 Ithaca, New York REFERENCES B. 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 Mech. 'cal 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 CE (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. y Corps of Engineers www.usace. y.mil CPSC Cons er Product Safety Commission (800) 638-2772 (301) 504-7923 www.cpsc.gov DOC Department of Commerce (202) 482-2000 www.commerce.gov DOD Dep _ _ ent of Defense (215) 697-6257 http://.dodssp.daps.dla.mil DOE Department of Energy (202) 586-9220 www.energy.gov EPA Enviro ental Protection Agency (202) 272-0167 www.epa.gov (866) 835-5322 Federal Aviation A www.faa.gov stration FCC Federal Communications Commission www.fcc.gov (888) 225-5322 M ' ".ON TAYLOR NORT ST EXTERIOR MASONRY REP t 1".S REFERENCES 01 42 00-17 May 18, 2017 CORNELL IVERSITY Ithaca, New York FDA Food and Drug A www.fda.gov GSA General Services A www.gsa.gov stration stration Dep ent of Housing and Urban Development www.hud.gov LBL Lawrence Berkeley National Laboratory www.lbl.gov NC 11 National Cooperative Highway Research Progr (See TRB) NIST National Institute of Standards and Technology www.nist.gov OS Occupational Safety & 1-lealth A 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 Dep. ent www.state.gov Tr. portation Research Board www.nas.edu/trb USDA Department of Agriculture www.usda.gov USPS Postal Service www.usps.com 1.0 PRODUCTS - NOT USED 2.0 EXECUTION - NOT USED stration ****END OF SECTION 01 42 00**** SECTION 01 42 00 REFERENCES (888) 463-6332 (800) 488-3111 (202) 708-1112 (510) 486-4000 (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 MYRON TAYLOR NORT ST REFERENCES 01 42 00-18 EXTERIOR MASONRY REPAIRS May 18, 2017 CORNELL RSITY SECTION 01 45 00 Ithaca, New York SECTION 01 45 00 OUALITY CONTROL 1.0 GENE 1.1 DESCRIPTION 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. Pre -Installation Meeting. For all sections where pre -installations are defined, the Contractor shall ange 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, consideration. viii. Requirements for temporary facilities, site sign, utilities, fences, Section 01500. ix. Requirements for notification for reviews. Allow notice to Architect for review of the Work. and items for Owners offices, storage sheds, a minimum of 48 hour ON TAYLOR NORT EXTERIOR MASONRY REP ST 1' S QUALITY CONTROL 01 45 00-1 May 18, 2017 CO' ELL UN RSITY SECTION 01 45 00 Ithaca, New York 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 iv. Architect's Representative v. 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. Perform this inspection as soon as work commences on a representative portion of a particular feature of workmanship review control testing for compliance with contract requirements. 4. Follow-up Inspections. Perform these inspections on a regular basis to assure continuing compliance with contract requirements until completion of that particular work. ON TAYLOR NORT EXTERIOR MASONRY REP ST I' QUALITY CONTROL 01 45 00-2 May 18, 2017 CO' ELL IVERSITY SECTION 01 45 00 Ithaca, New York QUALITY CONTROL 1.3 CONTROL OF OFF-SITE OPE TIONS A. Perform factory quality control inspections for items fabricated or assembled off-site as opposed to "off-the-shelf' items. 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. 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 ER'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**** M ON TAYLOR NORTH EXTERIOR MASONRY REP ST 1 S QUALITY CONTROL 01 45 00-3 May 18, 2017 CORNELL UN RSITY SECTION 01 50 00 Ithaca, New York TEMPO SECTION 01 50 00 TEMPO 1.0 GENE 1.1 DESCRIPTION Y FACILITIES I Y FACILITIES D CONTROLS D CONTROLS 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. B. 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 Q MENTS OF REGULATORY AGENCIES A. Comply with Federal, State and local codes and safety regulations. 2.0 PRODUCTS 2.1 MATE S. GENE A. Choice of materials, as suitable for the accomplishment of the intended purpose, is the Contractor's option. B. Materials may be new or used, but must not violate requirements of applicable codes, standards and specifications. 2.2 TEMPO Y FIRST II FACILITIES A. Provide first aid equipment and supplies, with qualified personnel continuously available to render first aid at the site. B. Provide a sign, posted at the telephone, listing the telephone numbers for emergency medical services: Physicians, ambulance services and hospitals. ON TAYLOR NORT EXTERIOR MASONRY REP ST I' S TEMPO . . Y FACILITIES D CONTROLS 01 50 00-1 May 18, 2017 CORNELL UNIVERSITY Ithaca, New York TEMPO 2.3 TEMPO I I F PROTECTION • SECTION 01 50 00 Y FACILITIES D CONTROLS 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. 1. Impairments "Fire Code of S Section 901.7". Impairment; "the removal of fire alarm devices or sprinlder 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 watch will be required in most cases. b. Full System Impairment. The complete removal of a fire alarm "system" or sp • er "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. 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. B. Equipment: 1. Provide and maintain fire extinguishing equipment ready for instant use at all areas of the Project and at specific areas of critical fire hazard. 2. Hand extinguishers of the types and sizes recommended by the National Board of Fire Underwriters to control fires from particular hazards. 3. Construction period use of permanent fire protection system. 4. Water hoses connected to an adequate water pressure and supply system to reach each area or level of construction upon building enclosure or heating of the building. • ON TAYLOR NORTH ST EXTERIOR MASONRY REP • S TEMPO Y FACILITIES D CONTROLS 01 50 00-2 May 18, 2017 CO ' ELL IVERSITY Ithaca, New York TEMPO SECTION 01 50 00 Y FACILITIES D CONTROLS 5. Maintain existing standpipes and hoses for fire protection. Provide additional temporary hoses where required to comply with requirements. Hang hoses with a warning sign stating that hoses are for fire -protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. Provide hoses of sufficient length to protect construction areas. 6. Maintain unobstructed access to fire extinguishers, fire hydrants, siamese connections, standpipes, temporary fire -protection facilities, stairways, and other access routes for firefighting. 7. Where existing or temporary fire protection services are being replaced with new fire protection services, do not remove or impair existing or temporary services until new services are placed into operation and use. 8. At earliest feasible date in each area of Project, complete installation of permanent fire - protection facility and systems, including connected services, and place into operation and use. Instruct key personnel on use of facilities. Protect and maintain permanent fire protection system. Repair or replace any components damaged during construction. C. 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. 4. There is NO SMO I G allowed on construction sites located in any occupied building. Smoking is prohibited in all Cornell University buildings. 5. Closely supervise welding and torch -cutting operations in the vicinity of combustible materials and volatile conditions. 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. E. 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. ON TAYLOR NORTH ST EXTERIOR MASONRY REP S TEMPO . . Y FACILITIES D CONTROLS 01 50 00-3 May 18, 2017 CO ' ELL RSITY SECTION 01 50 00 Ithaca, New York TEMPO 2.4 CONSTRUCTION AIDS 111 , Y FACILITIES D CONTROLS 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 and other such equipment. B. When permanent stair framing is in place, provide temporary treads, platforms and railings, for use by construction personnel. C. Maintain all equipment in a safe condition. 2.5 SUPPORTS A. The Contractor shall include cost of all materials and labor necessary to provide all supports, beams, angles, hangers, rods, bases, braces, etc. to properly support the Contract Work. All supports, etc. shall meet the approval of the Architect. B. Any and all supports that are of "custom" fabrication or installation shall be designed by the Contractor's S licensed PE with stamped & signed shop drawings and calculations provided for same. 2.6 TEMPO . . Y ENCLOS 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. Provide temporary exterior doors with self-closing hardware and padlocks or locksets. 2. Other enclosures shall be removable as necessary for work and for handling of materials. 3. Where heating or cooling is needed and permanent enclosure is incomplete, insulate temporary enclosures. 4. Coordinate enclosure with ventilation requirements, material drying or curing requirements, and specified environmental limitations to avoid dangerous or detrimental conditions and effects. B. 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. 1. Temporary partition and ceiling enclosures: Framing and sheet materials which comply with structural and fire rating requirements of applicable codes and standards. ON TAYLOR NORT ST EXTERIOR MASONRY REP • 1* TEMPO 6 , 6 Y FACILITIES D CONTROLS 01 50 0%4 May 18, 2017 CORNELL UN RSITY Ithaca, New York TEMPO SECTION 01 50 00 Y FACILITIES D CONTROLS a. Close joints between sheet materials, and seal edges and intersections with existing surfaces, to prevent penetration of dust or moisture. b. In locations where fire protection is required, paint both sides of partitions and ceilings with fire -retardant paint as required by local fire regulations. 2. 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 ediately after completing removal, install new exterior enclosure systems and complete installation as soon as possible. 3. Do not remove existing AC systems connected to louvers at existing exterior enclosure systems until new AC systems and louvers at exterior enclosure systems are ready for installation. Complete removal of existing AC systems and louvers as soon as possible. Immediately after completing removal, install new AC systems and new louvers and complete installation as soon as possible. 2.7 TEMPO Y WATER CONTROL 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 2.8 TREE, PLANT D 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 qualified tree surgeon to remove, and to treat cuts. C. 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: 1.8.3 - Tree Fence Detail D. Protect root zones of trees, plants and lawn areas: 1. Do not allow vehicular traffic or parking. 2. Do not store materials or products. 3. Prevent dumping of refuse or chemically injurious materials or liquids. 4. Prevent puddling or continuous running water. MYRON TAYLOR NORT ST EXTERIOR MASONRY REP TEMPO 9 Y FACILITIES D CONTROLS 01 50 00-5 May 18, 2017 CORNELL UN RSITY SECTION 01 50 00 Ithaca, New York TEMPO ' * �'.Y FACILITIES * D CONTROLS E. Carefully supervise excavating, grading and filling, and subsequent construction operations to prevent damage. F. Replace, or suitably repair, trees, plants and lawn areas designated to remain which are damaged or destroyed due to construction operations. G. 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. 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. I. Trees damaged during construction should be fertilized according to standard tree maintenance practices. J. If roots are cut back as a result of construction, proper pruning standards should be applied to compensate for root loss, while maintaining the natural character of the tree. 2.9 GU.t.*$S DB*" C{tES A. Provide guardrails, barricades, fences, footways, tunnels and other devices necessary to protect personnel and employees at the site, and the public, against hazards on or adjacent to the construction site. 1. Provide signs, 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. 2.10 ACCESS RO t S D P * ' NG * '. :AS A. Provide adequate temporary roads and walks to achieve all-weather access into the site from public thoroughfares, and within and adjacent to the site as necessary to provide uninterrupted access to field offices, work and storage areas. B. Grade and provide drainage facilities to assure runoff of rainwater and to avoid blockage of flow from adjacent areas. C. During dry weather wet down temporary unpaved areas when necessary to prevent blowing dust. 2.11 PROJECT IDENTIFICATION *. ,;D SIGNS A. No Contractor signs to be displayed at the project site, unless authorized by the Owner. B. Owner Construction Project Sign. The Contractor shall install Owner provided project identification signage. MON TAYLOR NORTH ST S EXTERIOR MASONRY REP TEMPO ` * * Y FACILITIES 01 50 00-6 D CONTROLS May 18, 2017 CO ' ELL UN RSITY SECTION 01 50 00 Ithaca, New York TEMPO 2.12 SEC ' TY • Y FACILITIES D CONTROLS A. The Contractor shall provide security services as required to protect the interests of the Owner. 2.13 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. 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. 2. Allow space for use of the site by Owner and by other contractors, as required by Contract Documents. 3.2 GENE A. Comply with applicable requirements specified in sections of Division 02 through 40. B. Make work structurally, mechanically 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. E. 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. Keep the site, at all times during the progress of the Work, 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. ON TAYLOR NORT ST EXTERIOR MASONRY REPAIRS TEMPO Y FACILITIES D CONTROLS 01 50 00-7 May 18, 2017 CORNELL UN Ithaca, New York RSITY SECTION 01 50 00 3.3 REMOVAL TEMPO Y FACILITIES D CONTROLS 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. Remove foundations and underground installations for temporary construction and utilities. 2. 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*** M ' ON TAYLOR NORTH EXTERIOR MASONRY P ST 11 S TEMPO * Y FACILITIES D CONTROLS 01 50 00-8 May 18, 2017 CO ' ELL RSITY SECTION 01 51 00 Ithaca, New York TEMPO SECTION 01 51 00 TEMPO 1.0 GENE 1.1 DESCRIPTION . . Y UTILITIES • Y UTILITIES A. The Contractor shall furnish, install and maintain temporary utilities required by all trades for construction. Remove on completion of Work. B. The Contractor shall provide all labor and materials for temporary connections and distribution. 1.2 REQ MENTS OF REGULATORY AGENCIES A. Comply with National Electric Code, current edition. B. Comply with Federal, State and local codes and safety regulations and with utility company requirements. 2.0 PRODUCTS 2.1 MATE . , S. GENE 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' 1 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. B. 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. M ON TAYLOR NORT ST TEMPO EXTERIOR MASONRY REP • S . . Y UTILITIES 01 51 00-1 May 18, 2017 CORNELL UN RSITY SECTION 01 51 00 Ithaca, New York TEMPO Y UTILITIES D. The minimum temporary lighting to be provided is at the rate of fifty foot candles, is to be maintained in each room and changed as required when interior walls are being erected. The required temporary lighting must be maintained for twenty-four (24) hours a day and seven (7) days a week at all stair levels and in all corridors below ground; in any and all egress; in all other spaces temporary lighting is to be maintained only during working hours. All temporary wiring and equipment shall be in conformity with the National Electric Code. E. The minimum temporary outdoor security lighting to be provided is as follows: 1. Along the perimeter of the site fence, consisting of vandal -resistant light fixtures with HID lamps, located 150 foot center, mounted on the inside of the construction fence. 2. Lighting for temporary pedestrian paths and roadways, to provide a minimum of 0.1 foot-candle on the path of travel. F. Three-phase temporary power circuits shall be installed as required to operate construction equipment of the various trades and to Install and test equipment such as pumps and elevators. The Contractor shall install and maintain temporary or permanent service for the permanently installed building equipment such as sump pumps, boilers, boiler controls, fans, pumps, so that such equipment may be operated when required and so ordered by the Owner's Representative for drainage or for temporary heat. G. Except as otherwise provided in the Contract, the Contractor shall submit to the Owner or the Owner's Representative for approval a proposed schedule of all utility shutdowns and cutovers of all types which may be required in co ection with the Work. Such schedule shall provide a minimum of four (4) weeks advance notice to the Owner prior to the time of the proposed shutdown and cutover. The Contractor shall be responsible for all charges relating to shutdowns. H. 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 TEMPO • Y CONT CTOR TELEPHONE SERVICE A. Site Superintendent or their Representative shall carry a cellular telephone at all times. ON TAYLOR NORT EXTERIOR MASONRY REP ST TEMPO Y UTILITIES 01 51 00-2 May 18, 2017 CORNELL UNIVERSITY Ithaca, New York TEMPO 2.4 TEMPO . , Y S ITARY FACILITIES SECTION 01 51 00 Y UTILITIES A. Provide adequate toilet and washing facilities for the use of personnel and employees; locate convenient to work stations. B. Existing plumbing facilities shall not be used by construction personnel. C. 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. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore existing and permanent facilities used for temporary services to specified, or to original, condition. ***END OF SECTION 01 51 00*** MYRON TAYLOR NORT ST EXTERIOR MASONRY REP"S TEMPO Y UTILITIES 01 51 00-3 May 18, 2017 CO ' ELL RSITY SECTION 01 66 00 Ithaca, New York STO SECTION 01 66 00 STORAGE 1.0 GENE 1.1 DESCRIPTION 1.2 PROTECTION GE AND PROTECTION A. The Contractor shall 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 manner and shall protect them against loss or damage from every source. B. The Contractor shall be responsible for obscuring from public view, in a manner acceptable to the Owner, staging and storage areas. SPORTATION AND DUNG 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. F. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement or damage. 1.3 ON-SITE STO . , GE 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. C. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather -protection requirements for storage. M ' ON TAYLOR NORT EXTERIOR MASONRY REP ST STO 1' GE D PROTECTION 01 66 00-1 May 18, 2017 CO " ELL UI' 1 RSITY Ithaca, New York STO . , SECTION 01 66 00 GE D PROTECTION D. Storage piles and sheds shall be located within the area designated as the Staging Area. The Contractor shall work to insure 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. E. 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. F. Should it become necessary during the course of the Work 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 RO r STO GE 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. B. The Contractor agrees to hold Cornell harmless from any accident or injury occurring at Palm Road storage site associated with the Contractor's storage. C. 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. E. 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. F. 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. ON TAYLOR NORT EXTERIOR MASONRY REP ST STO GE D PROTECTION 01 66 00-2 May 18, 2017 CO ' ELL UN RSITY SECTION 01 66 00 Ithaca, New York STO 1.5 PROTECTION 0, GE AND PROTECTION A. The Contractor shall provide security perso el 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 d aged, 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. Wheelb ows 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 ON TAYLOR NORTH EXTERIOR MASONRY REP , ST STO 0, GE D PROTECTION 01 66 00-3 S May 18, 2017 CO' ELL RSITY SECTION 01 66 00 Ithaca, New York STO 1.6 PROTECTION AFTER INSTALLATION , GE D PROTECTION 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. C. Cover walls and floors of elevator cabins, and jambs of cab doors, when elevators are used by construction personnel. D. Protect finish floors and stairs from dirt, wear, and damage: 1. Secure heavy sheet goods or similar protective materials in place, in areas subject to foot traffic. 2. Lay planking or similar rigid materials in place, in areas subject to movement of heavy objects. 3. Lay planking or similar rigid materials in place, in areas where storage of products will occur. E. Protect waterproofed and roofed surfaces: 1. Restrict use of surfaces for traffic of any kind, and for storage of products. 2. When an activity is mandatory, obtain recommendations for protection of surfaces from manufacturer. Install protection and remove on completion of activity. Restrict use of adjacent unprotected areas. F. Restrict traffic of any kind across planted lawn and landscape areas. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 66 00*** ON TAYLOR NORTH ST EXTERIOR MASONRY REP 'S STO , GE D PROTECTION 01 66 00-4 May 18, 2017 CORNELL UN RSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING D REPA SECTION 01 73 29 CUTTING, PATCHING D • 1.0 GENE 1.1 DESCRIPTION 11 I A. The Contractor shall be responsible for all cutting, fitting and patching, including excavation and backfill, 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. E. Where cutting and patching involves adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with the original structure. F. Openings and Chases 1. Build openings, including but not limited to channels, chases and flues as required to complete the Work as set forth in the Contract. 2. After installation and completion of any work for which openings have been provided, build in, over, and around and finish all such openings as required to complete the Work. M ' ON TAYLOR NORTH ST EXTERIOR SONRY REP 1' S CUTTING, PATCHING D REP I' I 01 73 29-1 May 18, 2017 CO' ELL UN RSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING D REP 3. Furnish and install all sleeves, inserts, hangers and supports required for the execution of the Work. 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. 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, alteration, or excavation. 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 QU ITY ASS CE 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. Foundation construction ON TAYLOR NORT ST EXTERIOR MASONRY REP I' CUTTING, PATCHING D REP G 01 73 29-2 May 18, 2017 CO ELL RSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING b. Bearing and retaining walls c. Structural concrete d. Structural steel and lintels e. Structural decking f. Miscellaneous structural metals g. Exterior wall back-up supports and anchoring systems h. Piping, ductwork, vessels, and equipment supports i. Equipment supports D REPA 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. Primary operational systems and equipment b. Air or smoke barriers c. Water, moisture, or vapor barriers d. Membranes and flashings e. Fire protection systems f. Control systems g. Communication systems h. Electrical wiring systems i. Operating systems of special construction in MEP work 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 ON TAYLOR NORT ST EXTERIOR MASONRY REPAIRS CUTTING, PATCHING D REP 01 73 29-3 May 18, 2017 CO ELL UNIVERSITY SECTION 01 73 29 Ithaca, New York 1.4 CUTTING, PATCHING AND REP 1' I 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. b. 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. TIES 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 MATER A. Comply with the Contract Documents for each product involved. 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. MYRON TAYLOR NORT ST EXTERIOR MASONRY REP S CUTTING, PATC D REP NG 01 73 29-4 May 18, 2017 CO ' ELL UN RSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING D REP 2. Excavation and backfilling. = I' I B. After uncovering work, inspect the conditions affecting the installation of products, or performance of the work. C. 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 structural safety of that portion of the Work. B. Provide devices and methods to protect other portions of the Project from damage. C. Provide for vertical and lateral support required to protect adjacent buildings and properties. D. 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. E. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. F. 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 PERFO ANCE 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. B. 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. Tempor ly 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. ON TAYLOR NORT ST EXTERIOR MASONRY REP 11 CUTTING, PATCHING D REP = G 01 73 29-5 May 18, 2017 CO' ELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REP • 1' I 4. Comply with the requirements of applicable MEP work where cutting and patching of services is required. 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. When patching existing plaster finished walls and partitions, the Contractor shall utilize plaster trim, lath and other metal components to match the integrity of the existing system. All plaster finishes shall match existing finishes so as to provide a uniform visual appearance. 5. Floors and Walls: Where walls or partitions that are demolished extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections of these Specifications. 6. Ceilings: Patch, repair, or re -hang existing ceilings as necessary to provide an even - plane surface of uniform appearance. 7. Concrete Masonry Units: Patch walls by toothing-in units using salvaged or new CMU units matching in-place units for type and size. Match coursing patterns, mortar joint profiles, and other features of in-place CMU walls. Use accessory materials compatible with in-place materials. ON TAYLOR NORT EXTERIOR MASONRY REP ST • 1' S CUTTING, PATCHING D REP • 'IG 01 73 29-6 May 18, 2017 CORNELL UNIVERSITY Ithaca, New York SECTION 01 73 29 CUTTING, PATCHING D REP , 8. 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. 9. 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. 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. E. Execute excavating and backfilling by methods which will assure safety, will prevent settlement or damage to other work. F. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes. G. Restore work which has been cut or removed; install new products to provide completed work in accordance with requirements of Contract Documents. H. 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 IG 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*** ON TAYLOR NORT EXTERIOR MASONRY REP ST CUTTING, PATCHING AND REP , I G 01 73 29-7 May 18, 2017 CORNELL UN RSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT SECTION 01 77 00 PROJECT CLOSEOUT 1.0 GENE 1.1 INSPECTIONS 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. 2. 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. 3. 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. 4. All work performed under a Fire Protection System Installation/Alteration Operating Permit shall be inspected by the Ithaca Fire Department, or if so delegated by the Ithaca Building Department. a. A member of the Ithaca Fire Department shall witness all acceptance or reacceptance testing of work performed under a Fire Protection System Installation Operating Permit. All testing and inspections shall be in compliance with the applicable NFPA codes as referenced by Section 906.1 of the Fire Code of S. b. Work classified as a 'Repair' under the Existing Building Code does not require the Ithaca Fire Department to witness the testing of the affected systems. Systems that have been repaired must still be tested as required by the Fire Code of S and NFPA. MYRON TAYLOR NORT ST PROJECT CLOSEOUT EXTERIOR MASONRY REP S 01 77 00-1 May 18, 2017 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT c. The Ithaca Fire Department Shall Witness the Acceptance or Reacceptance Testing for the Following Conditions: Testing of any new installation of a fire al , fire suppression, or fire detection system as required by the Fire Code of New York State. - Hydrostatic testing of sprinlder system where the modification affects more than twenty (20) sprinkler heads and the modified area can be isolated from the rest of the system - Installation or replacement of a fire pump or drive elements of the fire pump. - A Fire Alarm System with added or deleted components. A Fire Alarm System where the wiring or control circuits have been modified. - A Fire Alarm System where the control unit (Fire Alarm Panel) has been replaced or the control unit software has been replaced. A smoke control system where the master control unit, individual fan control unit, or fan drive unit has been replaced or modified An alternative fire suppression system that has been replaced or the actuation elements have been modified. Except: fusible link replacement. A modification or extension of the piping fur a fire standpipe system where a hydrostatic test is required by NFPA 14. B. 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. 2. 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. ON TAYLOR NORT EXTERIOR MASONRY REP ST 1' S PROJECT CLOSEOUT 01 77 00-2 May 18, 2017 CORNELL UN RSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT 1.2 SUBMITTALS A. Contractor's List of Incomplete Items: Initial punch list submittal at Substantial Completion. 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor, listing by room or space number. Organize items applying to each space by major element, including categories for individual exterior face elevations, ceilings, individual walls, floors, doors, roof levels, casework, equipment, and building systems. B. Contractor's Certified List of Completed Items: Final signed punch list submittal at Final Completion. C. Certificates of Release: Occupancy permits from authorities having jurisdiction. 1.3 FINAL CLE 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, buildings, rubbish, unused materials, concrete fo s 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 tu els, manholes and pipe trenches and spaces between the new and existing Work shall be left thoroughly cleaned. 3. Finished flooring shall be thoroughly cleaned in accordance with the manufacturer's recommendations. 4. 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 reco ended by the manufacturers of the flooring. 5. All equipment shall be in an undamaged, bright, clean, polished and new appe condition. n ON TAYLOR NORT ST EXTERIOR MASONRY REP 'S PROJECT CLOSEOUT 01 77 00-3 May 18, 2017 CO ' ELL UN RSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT 6. 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. 7. Provide new filters for all fan convectors after final cleaning. 8. 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. 1.4 MAINTEN CE STOCK A. Turn over to Owner's Representative the maintenance stock specified. Contractor shall obtain signed receipt from Owner's Representative for all maintenance stock. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 77 00*** MYRON TAYLOR NORT EXTERIOR MASONRY REP ST • l' PROJECT CLOSEOUT 01 77 00-4 May 18, 2017 CO ' ELL RSITY SECTION 01 78 23 Ithaca, New York SECTION 01 78 23 OPE 1.0 GENE 1.1 DESCRIPTION . , TING AND M OPE •1 . , TING AND M TEN CE DATA TEN 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 substantial completion. B. Instruct Owner's personnel in the maintenance of products and in the operation of equipment and systems. 1.2 FO " OF SUBMITTALS 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 and provide two hard (2) copies of complete manual in final form. 1. Hard Copy Format: a. Size: 8-1/2" x 11" and a CD with electronic files. b. Text: Manufacturer's printed data, scanned .pdf and/or neatly typewritten Word file. c. Drawings: Drawings are required in both hard copy and electronic format. Provide reinforced punched binder tab, bind in with text. Fold larger drawings to the size of the text pages. 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 thumb tab. ON TAYLOR NORTH ST EXTERIOR MASONRY REP S OPE ' TING D • TEN CE DATA 01 78 23-1 May 18, 2017 CO ELL UN RSITY Ithaca, New York OPE SECTION 01 78 23 TING AND MALNTEN • CE DATA e. Cover: Identify each volume with typed or printed title "OPERATIONS List: TEN • CE INSTRUCTIONS". Title of Project Identity of separate structure as applicable. Identity of general subject matter covered in the manual. f. Binders: • Commercial quality three-ring binders with durable and cleanable plastic covers. When multiple binders are used, correlate the data into related consistent groupings. 2. Electronic Copy a. The electronic version of the O&M Manual will contain all of the same content and be organized in a manner similar to the hard copy version. Electronic copies of the product data and record submittals shall be in PDF format. Drawings shall be in AutoC • v14 or higher format. b. Provide a series of files organized in subdirectories with a summary index with hyperlinks to the various documents and or references to separate CDs that contain the information. c. When electronic submissions are made on electronic media such as CDs, six (6) copies of the electronic media shall be provided. 1.3 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. b. Maintenance contractor, as appropriate. c. Identify the area of responsibility of each. d. Local source of supply for parts and replacement. M ON TAYLOR NORT EXTERIOR MASONRY REP ST • II' OPE " • TING D 01 78 23-2 S MAINTEN CE DATA May 18, 2017 CO ' ELL RSITY Ithaca, New York OPE . , TING DM • SECTION 01 78 23 TEN CE DATA 4. Identify each product by product name and other identifying symbols as set forth in Contract Documents. B. Product Data: 1. Include only those sheets which are pertinent to the specific product. 2. • otate 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 of component parts of equipment and systems. b. Control and flow diagrams. 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 w anty, 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. ON TAYLOR NORT ST EXTERIOR MASONRY REP • lb S OPE • • TING AND • TEN CE DATA 01 78 23-3 May 18, 2017 CO' ELL RSITY SECTION 01 78 23 Ithaca, New York OPE 1.4 MANUAL FOR MATE . , D FINISHES . , TING AND TEN CE DATA A. Submit a CD with electronic .pdf files, upload electronic files to ePM system and provide two (2) hard copies of complete manual in final form. 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 2. Instructions for care and maintenance: a. Manufacturer's recommendation for types of cleaning agents and methods. b. Cautions against cleaning agents and methods which are detrimental to the product. c. Recommended schedule for cleaning and maintenance. C. Content, for moisture -protection and weather -exposed products: 1. Manufacturer's data, giving full information 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. 1.5 MANUAL FOR EQ MENT D SYSTEMS A. Submit a CD with electronic .pdf files, upload electronic files to ePM system and provide two (2) hard copies of complete manual in final form. B. Content, for each unit of equipment and system, as appropriate: 1. Description of unit and component parts. a. Function, normal operating characteristics, and limiting conditions. M WONTAYLORNORT ST EXTERIOR MASONRY REP P OPE . , TING AND TENANCE DATA 01 78 23-4 May 18, 2017 CO ' ELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPE TING DM 1 TENANCE DATA b. Performance curves, engineering data and tests. c. Complete nomenclature and commercial number of all replaceable parts. 2. Operating procedures: a. Start-up, break-in, routine and normal operating instructions. b. Regulation, control, stopping, shut -down and emergency instructions. c. Summer and winter operating instructions. d. Special operating instructions. 3. Maintenance Procedures: a. Routine operations. b. Guide to "trouble -shooting". c. Disassembly, repair and reassembly. d. Al* ent, adjusting and checking. 4. Servicing and lubrication required: a. List of lubricants required. 5. Manufacturer's printed operating and maintenance instructions. 6. Description of sequence of operation by control manufacturer. 7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance. a. Predicted life of parts subject to wear. b. Items recommended to be stocked as spare parts. 8. As -installed control diagrams by controls manufacturer. 9. Each contractor's coordination drawings. a. As -installed color coded piping diagrams. 10. Charts of valve tag numbers, with the location and function of each valve. 11. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. 12. Other data as required under pertinent sections of Specifications. ON TAYLOR NORT EXTERIOR MASONRY REP ST OPE •1 TING D TENANCE DATA 01 78 23-5 May 18, 2017 CORNELL UN RSITY SECTION 01 78 23 Ithaca, New York OPE . , TING TEN CE DATA C. Content, for each electric and electronic system, as appropriate: 1. Description of system and component parts: a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data and tests. c. Complete nomenclature and commercial number of replaceable parts. 2. Circuit directories of panel boards: a. Electrical service. b. Controls. c. Communications. 3. As -installed color coded wiring diagrams. 4. Operating procedures: a. Routine and normal operating instructions. b. Sequences required. c. Special operating instructions. 5. Maintenance procedures: a. Routine operations. b. Guide to "trouble -shooting". c. Disassembly, repair and reassembly. d. Adjustment and checking. 6. Manufacturer's printed operating and maintenance instructions. 7. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. 8. Other data as required under pertinent sections of Specifications. D. Additional requirements for operations and maintenance data: See the respective sections of Specifications and General Conditions. ON TAYLOR NORT ST EXTERIOR MASONRY REP • 11 S OPE ' TING D 01 78 23-6 TEN CE DATA May 18, 2017 CO ' ELL IVERSITY SECTION 01 78 23 Ithaca, New York OPE 1.6 SUBMITTAL REQ MENTS TING • D MAINTEN CE DATA A. Submit through ePM system preliminary draft of proposed formats and outlines of contents thirty (30) calendar days after approved submittals. B. 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 fo prior to final acceptance. 1.7 INSTRUCTIONS OF 0 ER'S PERSONNEL A. Prior to final inspections or acceptance, fully instruct Owner's designated operating and maintenance personnel in the operation, adjustment and maintenance of all products, equipment and systems: 1. Instruction time shall be sufficient to fully instruct all shifts of the Owner's operating and maintenance personnel. B. Operations and maintenance shall constitute the basis of instruction: 1. Review contents of manual with perso el in full detail to explain all aspects of operations and maintenance. C. Submit typewritten statement, signed by each of Owner's Representatives who have been instructed, describing: 1. Method of Instruction. 2. Equipment and Systems Operated. 3. Length of Instruction Period. D. Contractor is fully responsible until final acceptance, even though operated by Owner's personnel, unless otherwise agreed in writing. 1.8 OPE TING INSTRUCTIONS A. List under clear plastic (1/8" thick) all operating, maintenance and starting precautions and procedures to be followed by Owner for operating all systems and equipment. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 78 23*** ON TAYLOR NORT EXTERIOR MASONRY REP ST S OPE ' TING D • TEN CE DATA 01 78 23-7 May 18, 2017 CORNELL IVERSITY Ithaca, New York SECTION 01 78 36 W 1.0 GENE 1.1 DESC TION TIES AND BONDS The Contractor shall: A. Compile specified warranties and bonds. B. Compile specified service and maintenance contracts. C. Co -execute submittals when so specified. D. Review submittals to verify compliance with Contract Documents. E. Submit to Architect for transmittal to Owner. 1.2 SUBMITTAL REQ MENTS SECTION 01 78 36 TIES D BONDS A. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers and subcontractors. B. Number of original copies required: 1. Two (2) each hard copy 2. One (1) set in electronic format. C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. 1. Product or work item. 2. Item description. 3. Notation of what the equipment serves (e.g. — Provides perimeter heat) 4. Warranty Provider. Is the warranty provide a manufacturer or installer? 5. Firm, with name of principal and responsible party, address and telephone number. 6. Scope. 7. Duration. a. Date of beginning of warranty, bond or service and maintenance contract b. End date of warranty, bond or service and maintenance contract. M ' ON TAYLOR NORT EXTERIOR MASONRY REP ST S 9 9 TIES D BONDS 01 78 36-1 May 18, 2017 CO ' ELL UN RSITY SECTION 01 78 36 Ithaca, New York 8. Provide information for Owner's personnel: a. 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. 1.3 FO A II A TIES AND BONDS OF SUBMITTALS (II COPY) A. Prepare in duplicate packets. B. Format: 1. Size 8-1/2 in. x 11 in., punch sheets for 3 -ring binder. a. Fold larger sheets to fit binders. C. 2. Cover: Identify each packet with typed or printed title "W List: A VP A TIES 9 BO a. Title of Project b. Name of Contractor D. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers. 1.4 FO OF S MITTALS (ELECTRONIC COPY) S". A. The electronic version of the Warranties and Bonds will contain all of the same content as the hard copy version. Electronic copies shall be in pdf format. B. Provide a series of files organized in subdirectories with a summary index with hyperlinks to the various documents and or references to separate CDs that contain the information. 1.5 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. 1.6 SUBMITTALS REO A. Submit warranties, bonds, and service and maintenance contracts as specified in the respective sections of Specifications. ON TAYLOR NORT EXTERIOR MASONRY REP ST S 6 V TIES D BONDS 01 78 36-2 May 18, 2017 CO ELL UN RSITY SECTION 01 78 36 Ithaca, New York " "_ TIES D BONDS 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 78 36*** MON TAYLOR NORTH ST = • " TIES D BONDS EXTERIOR MASONRY REPAIRS 01 78 36-3 May 18, 2017 CO ' ELL UN RSITY SECTION 01 78 39 Ithaca, New York RECO' 1 DOC ENTS SECTION 01 78 39 RECO 1.0 GENE 1.1 DESCRIPTION 1.2 II I DOC ENTS 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 TEN CE OF DOC ENTS D S PLES 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 review by the Owner's Representative and the Architect. ON TAYLOR NORTH ST EXTERIOR MASONRY REP 1" S RECO DOC ENTS 01 78 39-1 May 18, 2017 CORNELL 1UN RSITY SECTION 01 78 39 Ithaca, New York RECORD DOC ENTS 1.3 RECO LNG 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. C. Survey Mapping 1. Provide an accurate topographic, planimetric, utility map of as -built conditions, and mapped locations and elevations of constructed facilities / elements including as -built and exposed underground utilities. Survey work in progress as required to accurately locate constructed facilities / elements. Survey final condition of project extents at final acceptance. a. Site related elements including: Sidewalks, ramps, curbs, and gutters - indicate type and surface material. Streets, drive ways, parking areas, labeled with material. Fences, walls, steps, handrails, signs, site furniture and light fixtures labeled with material. Live trees which have a trunk diameter of three inches (3") or greater and all isolated or specimen trees. Measure tree trunk 3' above grade. Indicate approximate trunk diameter, "drip line" and common name of tree. Shrubs, show outlines of shrub masses. Streams and bodies of water. b. Utility related elements and supporting infrastructure including: Manholes, catch basins, drain inlets, cleanouts, vent stacks, tanks, underdrains, foundation drains, monitoring wells, detention/retention/filtration facilities. Label type (sanitary or storm), dimensions and material of structure and cover/grate; pipe connections; sizes, materials, direction of flow and invert elevations. Locate and identify size, material, and invert elevations for culverts. Water, gas, central steam, chilled water or other pressure lines, valve boxes, meter boxes, hydrants, tanks, fittings, etc. Label type, size, material, elevations at building walls and all intersections, connections and vertical angle changes. ON TAYLOR NORT EXTERIOR MASONRY REP ST RECO 1' # DOC ENTS 01 78 39-2 May 18, 2017 CORNELL UN RSITY SECTION 01 78 39 Ithaca, New York RECO' 1 DOC ENTS Utility poles, above and below ground lines including but not limited to power, street lighting, traffic control communication and sensors, telephone, television, communication, fire and police call boxes, public communication or display facilities. Label utility as direct buried, in conduit, or concrete encased duct. Identify elevations at building walls and all intersections, connections and vertical angle changes. Label all utilities and associated duct banks or conduits with sizes and materials. Existing and abandoned utilities exposed during construction. Show ends of abandoned utilities left in place and assumed continued direction of utilities. Label with information as listed above. 2. Survey mapping shall be done under the personal supervision of a Surveyor, registered in and licensed by the State of New York, who shall certify under his/her seal the accuracy of the survey. 3. Field Survey Accuracy: Horizontal and Vertical mapping shall be ACSM Second Order Class II, 1 in 20,000. 4. Coordinate base: N 83-86 geodetic system with grid values in the New York Central State Plane coordinate system in feet with elevations in NAVD '88 in feet. • I 5. Each different feature shall be drafted on a separate named CAD level/layer in Microstation or AutoC • 11 format using industry standard symbology of color, line style, line weight, and cells. 6. Provide an ASCII file list of coordinates for all survey points including control, feature, and topographic in the following comma delimited format: Point number, Northing coordinate, Easting coordinate, Elevation coordinate, Point description. 7. Topography and spot elevations: a. Topographic contours shall be accurately plotted at one foot (1') contour intervals. b. Record spot grade elevations as follows: Within natural ground and lawn and planted areas, spot elevations shall be shown to one-tenth of a foot (0.1'). Within all areas of built-up improvements such as pavements, curbs, steps, walls, utility and drainage systems or other site improvements, spot elevations shall be shown to one- hundredth of a foot (0.01'). ii. Existing grade at building corners; and thresholds and finished floor at all entrance, exit, or access points. MYRON TAYLOR NORT EXTERIOR MASONRY REP ST • I' S RECO ) DOC ENTS 01 78 39-3 May 18, 2017 CO' ELL UN RSITY SECTION 01 78 39 Ithaca, New York RECO D. Drawings DOC ENTS iii. Develop road cross sections at 50 -foot intervals maximum, record spot elevations for all drive centerlines and all beginning radius of street intersections. For each cross section obtain elevations for front and back of existing sidewalk, top and bottom of curb, and centerline of the street. Obtain elevations for centerline intersection of all roads. iv. For trees of three inches to eighteen inches (3" - 18") in diameter, record elevation at high and low side at base of trunk. For specimen trees of eighteen inches (18") or greater diameter, indicate four (4) spot elevations on the north, south, east, and west at base of each trunk to one-hundredth (.01) foot elevation. v. Base, top, corners, and at cheek walls for all steps. Indicate elevations at top and bottom of walls and curbs. vi. Rim elevations of all catch basins, drain inlets, manholes, valve boxes, slabs on grade. Inverts at all sewer pipes and culverts. Bottom of structure floor and sump. 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: 1. 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 2. Civil and Structural a. Dimensions for load c ing elements, both horizontal and vertical b. Materials and products where submittals are requested ON TAYLOR NORT EXTERIOR MASONRY REP ST RECO S DOC ENTS 01 78 39-4 May 18, 2017 CO' ELL RSITY SECTION 01 78 39 Ithaca, New York RECO c. Load carrying elements and foundation systems d. Site related elements including: R DOC ENTS Building outlines, entranceways, areaways, roof overhangs, downspouts, significant architectural projections and other pertinent data. e. All significant changes in foundations, columns, beams, openings, concrete reinforcing, lintels, concealed anchorages and "knock -out" panels made during construction. f. Building envelope systems including roofing systems and building shell systems g. Geotechnical subsurface information h. Items that will require future maintenance i. Life safety critical items 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 angement of all mechanical equipment and concealed gas, sp • er, 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. RON TAYLOR NORTH ST RECO EXTERIOR MASONRY REP S ' DOC ENTS 01 78 39-5 May 18, 2017 CO ' ELL RSITY SECTION 01 78 39 Ithaca, New York RECO 0$ DOC ENTS 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. E. Specifications and Addenda 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 SUBMITT 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*** M ON TAYLOR NORT EXTERIOR MASONRY REP ST RECO • a. DOC ENTS 01 78 39-6 May 18, 2017 TEC 1 ICAL SPECIFICATIONS FOR MYRON TAYLOR NORTH ST EXTERIOR SONRY REPAIRS CO LL ERSITY SECTION 04 43 00 Ithaca, New York STONE MASO ' Y SECTION 04 43 00 - STONE MASONRY PART 1 - GENE 1.1 S A. Section includes the following applications of stone masonry: 1. Anchored to steel and masonry backup. 2. Mortared blocks. B. Related Sections: 1. General Conditions Article 2, Section 2.08 — Verifying Dimensions and Site Conditions. 2. Section 076200 — Sheet Metal Flashing and Trim 1.2 QUALITY ASS CE A. Installer Qualifications: Work shall be performed by a firm or individual experienced in installing stone masonry and stone construction processes similar in material, design, and extent to that indicated for this Project, whose work has a record of successful in-service perfo ance of not less than 5 years and employing skilled personnel in the processes and operations indicated. B. Supplier Qualifications: Supplier who custom -cuts or fabricates stone and blocks similar to that required for this Project and whose products have a record of successful in-service performance. C. Fabricator Qualifications: Shop that employs skilled workers who custom -fabricate stone ashlar similar to that required for this Project and whose products have a record of successful in- service performance. D. Qualification of workers: All work shall be performed by skilled workers, especially trained and experienced in this type of stonework. The work shall be directed by a master mason with at least 10 years experience in similar work. E. Source Limitations for Stone: Obtain stone, from quarries with resources to provide materials of consistent quality in appearance and physical properties F. Source Limitations for Other Materials: Obtain each type of stone accessory, sealant, and other material from a single manufacturer for each product. G. Preconstruction Field Testing of Sealants: Before installing joint sealants, field test their adhesion to joint substrates per requirements specified in Division 7 Section "Joint Sealants." MYRON TAYLOR NORTHWEST EXTERIOR MASO ' Y REP • I. S 044300 - 1 MAY 18, 2017 CO LL IVERSITY SECTION 04 43 00 Ithaca, New York STONE MASONRY H. Mockups: Build mockups to verify selections made under sample submittals, to demonstrate aesthetic effects and set quality standards for materials and execution. Mockups are to be scheduled such that they are done, reviewed, and approved prior to ordering materials. 1. Required Mockups: a. 4'x4' minimum of typical wall in ashlar pattern (built in staging area) b. Two pieces of stone coping (per detail 1/S-301), in situ 1) Include sealant & lead cane, and associated flashings c. Wall corner assembly, in situ 1) Show entire assembly with typical components, attachments to structure, and methods of installation for ashlar stone at wall corner. 2) Include flashing, stone anchors, drainage board, water proofing. d. l'xl ' minimum repointing mockup of Llenroc, in situ e. Repointing mockup of Limestone, in situ 2. Approval of mockup does not constitute approval of deviations from Contract Documents contained in Mockup. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. Within ten (10) calendar days after the Contractor has received the Owner's Notice to Proceed submit 1. Electronic copies of manufacturer's specifications and other data needed to provide compliance with the specified requirements. 2. Manufacturer's and other reco ended installation procedures which, when approved by the owner, will become the basis for accepting or rejecting actual installation procedures used on the work. 3. For stone varieties proposed for use on Project, include test data indicating compliance with physical properties required by referenced ASTM standards. a. Bluestone: Certification of location of qu 4. Protection and procedures for Hot Weather and Cold Weather Masonry Construction 5. Aggregate 6. Lime 7. Cement MYRON TAYLOR NOR EST EXTERIOR MASO ' Y REP. 1 S 044300 - 2 MAY 18, 2017 CO " LL UNIVERSITY SECTION 04 43 00 Ithaca, New York STONE MASO Y 8. Drainage board 9. Mortar Trap 10. Stone Anchorage Hardware and Fasteners 11. Weep Hole Vents 12. Limestone pointing mortar 13. Limestone repair mortar 14. Shims 15. Sealants each type specified 16. Joint covers 17. Epoxy adhesive B. Samples: 1. For each stone type indicated. 2. For each color of mortar required. 3. For each type of flashing. 4. For lead joint cover. C. Mortar Mix: prepare and review test samples of mortar mix with Owner to develop suitable color match. 1.4 PROJECT CO ITIONS 111 A. Protection of Stone Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. B. Cold -Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Comply with cold -weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602, latest edition. 1. Cold -Weather Cleaning: Use liquid cleaning methods only when air and surface temperature is 40 deg F and above and will remain so until masonry has dried, (minimum of 48 hours). 2. Do not begin cleaning, patching, repairing, or constructing when there is likelihood of frost or freezing. C. Hot -Weather Requirements: Comply with hot -weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. Do not apply mortar to substrates with surface temperatures exceeding or at 100 degrees F. M ON TAYLOR NORT EST EXTERIOR MASO • Y REPAIRS 044300 - 3 MAY 18, 2017 CO' LL IVERSITY SECTION 04 43 00 Ithaca, New York STONE MASO D. Wet Weather: Do not attempt repairs during rainy or foggy weather. Do not apply primer or epoxy when the relative humidity is above 80 percent. Do not remove exterior elements of structures when rain is forecast or in progress. PART 2 - PRODUCTS 2.1 QU • ' TZ -BASED STONE (referred to on drawings as Bluestone) A. Quartz -Based Stone: Comply with ASTM C 616, Quartzitic Sandstone Classification II "New York and Pennsylvania Portage Stone" and Quartzite classification III "Hamilton Sandstone". See Cornell University Design Standards 04860 Stone Masonry for additional information. (hap Weds. fs.cornell.edu/file/04860 Stone Masonry.pdf) 1. Products: Subject to compliance with requirements, provide the following: a. Color gradation: Color is to best match existing. Stone is to have a mixture of colors ranging from blue, brown, liliac, green, mousy grey, grey, chocolate, salt & pepper, etc.... and dark blue/gray " Gun Metal Grey color". These are general color references used by different quarries. Each quarry has irregularities within their beds or qui blocks, providing varying colors and material properties within the stone. Some stones may be all one color, or may vary. b. Finishes: Is to best match existing. 1) Field Stone is to be split faced with bedding planes laid horizontally. 2) Cornerstones are to be cut faced or honed to match existing. c. Minimum Physical Requirements: (ASTM C-616) for both Quartzite Sandstone (II) and Quartzite (III): 1) ASTM C-97: Absorption and Bulk Specific Gravity (Absorption by Weight, Max %) a) Quartzite Sandstone (II) 3% b) Quarzite (III) 1% 2) ASTM C-97: Absorption and Bulk Specific Gravity ( Densit, Min lb/ft^3) a) Quartzite Sandstone (II) 150 b) Quarzite (III) 160 3) ASTM C-170: Compressive Strength Perpendicular to the Grain (Min, psi) a) Quartzite Sandstone (II) 10,000 b) Quarzite (III) 20,000 4) ASTM C-241: Abrasion Resistance (min, Ha) a) Quartzite Sandstone (II) 8 b) Quarzite (III) 8 2.2 MORT • MATE ' • S A. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold -weather construction. Provide natural color or white cement as required to produce mortar color selected by Engineer. B. Hydrated Lime: ASTM C 207, Type S. MYRON TAYLOR NORT EST EXTERIOR MASO 'Y REP S 044300 - 4 MAY 18, 2017 CO' LL UNIVERSITY SECTION 04 43 00 Ithaca, New York STONE MASO .y C. Portland Cement -Lime Mix: Packaged blend of Portland cement complying with ASTM C 150, Type I or Type III, and hydrated lime complying with ASTM C 207. D. Aggregate for Mortar: Comply with ASTM C 144. E. Aggregate for Grout: ASTM C 404. F. Water: Potable. Clean, free of acids, alkalies, or large amounts of organic material. G. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. Mortar Cement: a. Magnolia Superbond Mortar Cement; Blue Circle Cement. b. Lafarge Mortar Cement; Lafarge Corporation. H. Mortar Pigments: Mortar pigments are prohibited. I. Aggregate: ASTM C 144 and as follows: 1. For pointing mortar, use aggregate graded with 100 percent passing No. 16 sieve. 2. White Aggregates: Natural white sand or ground white stone. 3. Colored Aggregates: Natural -colored sand or ground marble, granite, or other sound stone; of color necessary to produce required mortar color. 4. Aggregate must comply with restrictions and requirements stated in University Masonry Assemblies Standard 048000. (http://cds.fs.cornell.edu/file/04800_Masonry%20Assemblies.pdf) J. Admixtures: 1. Do not use unless proposed and accepted in writing. 2.3 VENEER ANCHORS A. Materials: 1. All veneer anchors and accessories to be stainless steel (AISI 304) 2. Securing Stone at Column Flanges & Web: See drawings. 3. Length of veneer anchors shall be determined by contractor in the field. 2.4 EMBEDDED FLASHING MATE . , S A. Metal Flashing: Provide metal flashing, complying with Division 07 Section "Sheet Metal Flashing and Trim" and as follows: M ' ON TAYLOR NORT EST EXTERIOR MASO ' Y REP • 1• S 044300 - 5 MAY 18, 2017 CO' LL UNIVERSITY SECTION 04 43 00 Ithaca, New York STONE MASONRY 1. Zinc coated Copper: ASTM B 370, Temper H00 or 1101, cold -rolled zinc coated copper sheet, 10-oz./sq. ft. weight or 0.0135 inch thick for fully concealed flashing; 16-oz./sq. ft. weight or 0.0216 inch thick elsewhere. 2.5 LEAD JOINT COVER (FLASHING) TO PROTECT MASONRY JOINTS A. System Description: Stone flashing is a weatherproofing product, manufactured from lead, which is designed to be used with a building sealant for the weatherproofing and protection of maso joints. It consists of a molded cap or fillet surface with a splined tang for anchoring in the sealant filled mortar joint; manufactured in a selection of sizes, and in continuous strips for field cutting and fitting. B. Install lead tee cap Type A (the flat cap) with sealant in coping head joints. C. Sealant: ASTM C-920 Type S, Grade NS, Class 25, Sonneborn NP -1 or Consultant approved equal. Color of sealant for individual application positions shall be approved by Owner, D. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Weathercap, Inc. P. 0. Box 1776 Slidell, LA 70459 2.6 MISCELL EOUS MASO Y ACCESSORIES A. Mortar Trap by Hohmann and Barnard: 1 M. thick x 10 in. high (90% open) at flashing level. PE mortar collection system B. Hydroduct 220 by Grace: Drainage and protection sheet installed within column cavity. Install fabric side facing stone. Use Preprufe detail tape by Grace to secure sheet and fabric. C. QV Quadrovent by Hohmann and Barnard: 3/8 in. wide x 2 '/2 in. high. Length as required to align vent with face of masonry and extend to void space around column. Install at maximuim 24 in. above flashing level and at top of cavity. Color selected by owner. 2.7 MASO Y CLE • RS A. Proprietary Acidic Cleaner: Manufacturer's standard -strength cleaner designed for removing mortar and grout stains, efflorescence, and other new construction stains from stone masonry surfaces without discoloring or damaging masonry surfaces; expressly approved for intended use by cleaner manufacturer and stone producer. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Diedrich Technologies, Inc. b. Dominion Restoration Products. ON TAYLOR NORT EST EXTERIOR MASONRY REP S 044300 - 6 MAY 18, 2017 CO' LL IVERSITY SECTION 04 43 00 Ithaca, New York c. d. EaCo Chem, Inc. Hydrochemical Techniques, Inc. e. Prosoco, Inc. 2.8 MORT ' MIXES STONE MASO A. Design mixes to match color and structural compatibility with granite and bluestone. 1,y 1. Previous sample results: light brownish gray (Munsell 5YR 6/1) color attained with Schofield #125 sand, washed, and dark gray pigments. Sample test results available to contractor upon request. Color sand is composed predominantly of clear quartz with traces of red and white quartzite and granite grains that range in clarity from transparent to translucent and in angularity from sub -rounded to angular. This is moderately fine sand, with approximately 70% of all grains retained on and below the #50 sieve screen, with a large percentage (approximately 40%) on the #50 sieve screen. 2. Mortar mixes shall be field mixed on-site from sand, lime, cement, and water in proportions as determined by the approved mock-ups. Pre-packaged mortar mixes are prohibited. 3. Utilize white sand as required to match limestone mortar. B. General: Do not use admixtures unless otherwise indicated. 1. Do not use calcium chloride. 2. Limit cementitious materials in mortar to portland cement and lime. 3. Mixing Pointing Mortar: Thoroughly mix cementitious and aggregate materials together before adding water. Then mix again, adding only enough water to produce a damp, unworkable mix that will retain its form when pressed into a ball. Maintain mortar in this dampened condition for one to two hours. Add remaining water in small portions until mortar reaches desired consistency. Use mortar within 30 minutes of final mixing; do not retemper or use partially hardened material. C. Mortar for Stone Masonry & Pointing: Comply with ASTM C 270, Proportion Specification. 1. Mortar for Pointing and Setting Bluestone: Type S. 2. Mortar for Pointing and Setting Limestone: Type N 2.9 FABRICATION A. Cut stone to produce pieces of thickness, size, and shape to conform to existing conditions and drawing details. Dress joints (bed and vertical) straight and at right angle to face unless a splayed vertical joint is needed to match the pattern of existing stone ashlar. B. Shape stone for type of masonry (pattern) to match existing. M " ON TAYLOR NORT EST EXTERIOR MASO Y P S 044300 - 7 MAY 18, 2017 CO LL UNIVERSITY SECTION 04 43 00 Ithaca, New York STONE MASO Y C. Finish exposed faces and edges of stone to comply with requirements indicated for finish and to match approved samples and mockups. 1. Finish for Bluestone walls: Seam face T 3 - EXECUTION 3.1 SETTING OF STONE MASO M Y, GENE A. Perform final field cutting and trimming as stone is set. 1. Use power saws to cut stone that is fabricated with saw -cut surfaces. B. Sort stone before it is placed in wall to remove stone that does not comply with requirements relating to aesthetic effects, physical properties, or fabrication or that is otherwise unsuitable for intended use. C. • ange stones to match heights, lengths and patterns of existing. D. • ange stones with color and size variations uniformly dispersed for an evenly blended appearance. E. Maintain uniform joint widths except for variations due to different stone sizes and where minor variations are required to maintain bond alignment if any. Lay walls with joints to match existing head and bed joint thickness. F. Provide sealant joints of widths and at locations indicated. 1. Keep sealant joints free of mortar and other rigid materials except at coping head joints. 2. Sealing joints as specified in Section 076200 Sheet Metal Flashing and Trim. G. Install embedded flashing and weep holes where indicated. 1. At masonry backing, extend flashing through stone masonry, turned up a minimum of 12 inches, and insert in reglet. Reglets are specified Division 07 Section "Sheet Metal Flashing and Trim." 2. At ends of flashing turn up not less than 2 inches to form end dams where indicated on the drawings. 3. Extend sheet metal flashing 3/4 inch beyond face of masonry at exterior and turn flashing down to form a drip. H. Place weep holes and vents in joints where indicated 1. Place cavity drainage material in cavities to comply with configuration requirements for cavity drainage material in "Miscellaneous Masonry Accessories" Article. I. Install vents in vertical head joints at the top of each continuous cavity at spacing indicated. Use round plastic tubing to form vents. ON TAYLOR NORTHWEST EXTERIOR MASO " Y REP 1' S 044300 - 8 MAY 18, 2017 CO LL IVERSITY SECTION 04 43 00 Ithaca, New York STONE MASO 3.2 CONSTRUCTION TOLE CES ' Y A. Variation from Plumb: For vertical lines and surfaces, do not exceed 1/4 inch in 10 feet or more. For external corners, expansion joints, control joints, and other conspicuous lines, do not exceed 1/4 inch in 20 feet or more. B. V. ation from Level: For bed joints and lines of exposed lintels, sills, parapets, horizontal grooves, and other conspicuous lines, do not exceed 1/4 inch in 20 feet or more. C. Variation of Linear Building Line: For position shown in plan, do not exceed 1/2 inch in 20 feet or more. 3.3 INSTALLATION OF CHORED STONE MASO A. Anchor stone masonry to steel and masonry with stainless steel veneer anchors unless otherwise indicated. B. Embed veneer anchors in mortar joints of stone masonry at least halfway, but not less than 1-1/2 inches, through stone masonry and with at least 1 -inch cover on outside face. C. Space anchors to provide not less than 1 anchor per 2 sq. ft. of wall area. Install additional anchors within 12 inches of openings, sealant joints, and perimeter at intervals not exceeding 12 inches. D. Space anchors not more than 16 inches o.c. vertically and 24 inches o.c. horizontally. Install additional anchors within 12 inches of openings, sealant joints, and perimeter at intervals not exceeding 12 inches. E. Set stone in full bed of mortar with full head joints unless otherwise indicated. Build anchors into mortar joints as stone is set. F. Rake out joints for pointing with mortar to depth of not less than 1/2 inch. Rake joints to uniform depths with square bottoms and clean sides. 3.4 POINTING A. Prepare stone -joint surfaces for pointing with mortar by removing dust and mortar particles. Where setting mortar was removed to depths greater than surrounding areas, apply pointing mortar in layers not more than 3/8 inch deep until a uniform depth is formed. B. Point stone joints by placing and compacting pointing mortar in layers not more than 3/8 inch deep. Compact each layer thoroughly and allow to become thumbprint hard before applying next layer. C. Tool joints, when pointing mortar is thumbprint hard, with a smooth jointing tool to produce the following joint profile: 1. Joint Profile: To match existing. M " ON TAYLOR NORT EST EXTERIOR MASO 'Y P S 044300 - 9 MAY 18, 2017 CO' LL UNIVERSITY SECTION 04 43 00 Ithaca, New York STONE MASO 3.5 JUSTING • • C E A ING A. In -Progress Cleaning: Clean stone masonry as work progresses. Remove mortar fins and smears before tooling joints. B. Final Cleaning: After mortar is thoroughly set and cured, clean stone masonry as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Test cleaning methods on mockup; leave one-half of panel uncleaned for comparison purposes. 3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film, or waterproof masking tape. 4. Wet wall surfaces with water before applying cleaner; remove cleaner promptly by rinsing thoroughly with clear water. 5. Clean stone maso by bucket and brush hand -cleaning method described in BIA Technical Note No. 20 Revised H, using job -mixed detergent solution. 6. Clean stone masonry with proprietary acidic cleaner applied according to manufacturer's written instructions. 7. Clean limestone masonry to comply with recommendations in ILI's "Indiana Limestone Handbook." 3.6 EXCESS MATE M . , • * WASTE A. All waste materials shall be removed from the jobsite and disposed in conformance with Cornell's Environmental Requirements. 1: Dispose of clean masonry waste, including mortar and excess or soil -contaminated sand, by crushing and mixing with fill material as fill is placed. ON TAYLOR NORTHWEST EXTERIOR MASO ' Y REP S OF SECTION 044300 - 10 MAY 18, 2017 CO' LL UNIVERSITY Ithaca, New York PREP SECTION 07 01 50 - PREP PART 1 — GENE 1.1 SECTION INCL ES k SECTION 07 01 50 TION FOR RE -ROOFING TION FOR RE -ROOFING A. Removal of existing roofing system in preparation for a new roof membrane system. 1.2 SYSTEM DESC 1.3 P TION A. Roof Areas as Indicated: Remove existing perimeter flashings, base flashings, counter flashings, roofing membrane, and insulation, as indicated on drawings. MINIST TIVE REQU MENTS A. Pre -installation Meeting: Convene one week before starting work of this section. B. Schedule work to coincide with commencement of installation of new roofing system. 1.4 QUALITY ASS . , CE A. Materials Removal Firm Qualifications: Company specializing in performing the work of this section with minimum 5 years of documented experience. 1.5 PROJECT CO ITIONS A. Schedule work to coincide with commencement of installation of new roofing system. B. Remove only existing roofing materials that can be replaced with new materials the same day. C. Coordinate the work with other affected mechanical work associated with roof penetrations. 1.6 FIELDCO ITIONS A. Do not remove existing roofing membrane when weather conditions threaten the integrity of the building contents or intended continued occupancy. B. Maintain continuous temporary protection prior to and during installation of new roofing system. PART 2 - PRODUCTS 2.1 MATE . , S A. Temporary Protection: Sheet fiber reinforced plastic; provide weights to retain sheeting in position. MYRON TAYLOR NORTHWEST EXTERIOR MASO. " Y REP 4. 1' S 070150 - 1 MAY 18, 2017 CO • LL UNIVERSITY Ithaca, New York PREP PART 3 - EXECUTION 3.1 EX A 'NATION • SECTION 07 01 50 TION FOR RE -ROOFING A. Verify that existing roof surface is clear and ready for work of this section. 3.2 PREP • • TION A. Sweep roof surface clean of loose matter. B. Remove loose refuse and dispose off-site. 3.3 MATE REMOVAL A. Remove only existing roofing materials that can be replaced with new materials the same day. B. Remove existing metal counter flashings. C. Remove existing copings and metal counter flashings at areas indicated on drawing. D. Remove roofing membrane, perimeter base flashings, flashings around roof protrusions, and wood deteriorated blocking. E. Remove insulation, fasteners cant strips and blocking. F. Remove multiple ply bituminuous vapor retarder/roof membrane. G. Examine existing concrete deck surface and patch as required to provide smooth working surface for new roof system. 3.4 FIELD QUALITY CONTROL A. The drawings identify the exact limits to material removal. B. Testing will identify the condition of existing materials and their reuse, repair or removal. 3.5 PROTECTION A, Provide temporary protective sheeting over uncovered deck surfaces. B. Turn sheeting up and over parapets and curbing. Retain sheeting in position with weights. C. Provide for surface drainage from sheeting to existing drainage facilities. D. Do not permit traffic over unprotected or repaired deck surface. 3.6 SCHEDULES A. All Roof Areas: Remove existing perimeter flashings, base flashings, counter flashings, vent stack flashings, roofing membrane, and insulation. ON TAYLOR NORT EST EXTERIOR MASO • Y REP S E OF SECTION 070150 - 2 MAY 18, 2017 CO LL IVERSITY SECTION 07 22 90 Ithaca, New York SECTION 07 22 90 - ROOF INSULATION PART 1 — GE 1.1 SECTION INCLUDES A. Roof insulation board adhesive 1.2 REFERENCES A ROOF INSULATION A HESIVE HESIVE A. ASTM E 907 - Standard Test Method for Field Testing Uplift Resistance of Adhered Membrane Roofing Systems. B. FM 4470 - Approval Standard - Class I Roof Covering. C. S 580 - Tests for Wind Uplift Resistance of Roof Assemblies. D S 1897 - Uplift Tests for Roof Covering Systems (built-up, polymer -modified bitumen, fully adhered and mechanically attached single -ply, metal panel and other membrane roof systems). 1.3 PERFO CE REQUIREMENTS A. Roofing and insulation adhesive materials and installation shall conform to the requirements of the applicable building code. B. Two Component Polyurethane Foam Insulation Board Adhesive materials and installation that has been approved for FM Class 1 Insulated Steel and Concrete Roof Decks systems for structural concrete decks, insulation to insulation and insulation to existing asphaltic roof. FM 4470 (FM Approval 3012321). Covers Class 1-90 installations. C. Two Component Polyurethane Foam Insulation Board Adhesive materials and installation that has been tested in accordance with A S 1897 or UL 580, Uplift Tests for Roof Covering Systems. 1.4 SUBMITTALS A. Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3 Installation instructions and methods. B. Manufacturer's Certificates: Certify products meet or exceed specified requirements. M ON TAYLOR NOR EST EXTERIOR MASO ' Y REP • 072290 - 1 MAY 18, 2017 CO " LL IVERSITY SECTION 07 22 90 Ithaca, New York ROOF INSULATION • HESIVE 1.5 QUALITY ASS CE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum three years documented experience. B. Applicator Qualifications: Installer Company specializing in performing Work of this section with minimum three years documented experience and with applicators approved and certified by the adhesive manufacturer. C. Mock -Up: Not required. 1.6 DELIVERY, STORAGE, LING A. Store products in manufacturer's unopened packaging until ready for installation. B. Store products under cover at temperatures between 55 to 85 degrees F. C. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in accordance with requirements of local authorities having jurisdiction. D. Maintain dry storage area for products of this section until installation of products. E. The minimum product temperature before application should be 72 degrees F. The minimum ambient and surface temperatures should be 40 degrees F and rising. 1.7 PROJECT CO ITIONS A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. B. Apply adhesive when adhesive temperature is between 70 to 80 degrees F (21 to 27 degrees C). Do not apply adhesive if the surface and ambient temperature is less than 45 degrees F (7.2 degrees C) and falling. C. Do not apply adhesive over frost, wet surfaces or on decks with standing water. Do not apply when inclement weather is imminent. 1.8 COORDINATION A. Coordinate Work with installation of roof covering and associated roof penetrations and counterflashings installed by other sections as Work of this section proceeds. 1.9 W 0 0 TY A. Adhesion Warranty: Warrant that products of this section, as installed, to be in accord with the Contract Documents and free from loss of adhesion for a period of 20 years after completion. ON TAYLOR NOR EXTERIOR MASO ' Y REP EST * I S 072290 - 2 MAY 18, 2017 CO' LL 'UNIVERSITY SECTION 07 22 90 Ithaca, New York ROOF INSULATION OHESIVE PART 2 - PRODUCTS 2.1 M ACT RS A. Olybond 500 Green manufactured by OMG, Inc, 153 Bowles Road, Agawam, MA 01001, phone: 800-633-3800; www.olyfast.com B. Substitution: See Section 01600 - Product Requirements. 2.2 COMPONENTS A. Roof Membranes: Provide as specified in Sections 07 53 00. B. Metal Flashing: Provide as specified in Section 07 62 00 - Sheet Metal and Trim Work. C. Roof Insulation Adhesive: Commercial Roofing Insulation Adhesive, one or two -component polyurethane foam adhesive designed to attach a variety of insulation board stock to various substrates as well as to additional boards where multiple layers are required. PART 3 - EXECUTION 3.1 EX INATION A. Do not begin installation until deck surfaces have been properly prepared. B. Examine roof deck for suitability to receive insulation. Verify that substrate is dry, clean, and free of foreign material that will damage insulation installation. C. Verify that roof drains, scuppers, roof curbs, nailers, equipment supports, vents, and other roof accessories are secured properly and installed in conformance with drawings and submittals. D. Verify that deck is structurally sound to support installers, materials, and equipment without damaging or deforming work. E. Verify deck surfaces are dry, unfrozen, and free of ridges, warps, and voids. F. Do not begin installation until substrates have been properly prepared. G. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 S ACE PREP TION A. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. B. Structural concrete. 1. Clean surfaces thoroughly prior to installation. 2. Surfaces must be free of any debris, dirt, dust, laitance, grease, oil and moisture. MYRON TAYLOR NORTHWEST EXTERIOR MASO " Y REP S 072290 - 3 MAY 18, 2017 CO' LL UNIVERSITY SECTION 07 22 90 Ithaca, New York ROOF INSULATION HESIVE D. Roof Accessories. 1. Verify that roof accessories such as drains, scuppers, roof curbs, nailers, flashings equipment supports, vents, and other roof accessories are clean and free of any debris, dirt, dust, laitance, grease, oil and moisture. 2. Remove any residual shop oil coatings with a suitable cleaner. 3.3 INSTALLATION M A. Install in roof insulation accordance with the adhesive manufacturer's instructions and the performance standards specified. B. Insulation Installation: 1. Insulation boards shall be no larger than 4 feet by 4 feet. 2. For multiple layer applications, stagger joints in subsequent layers to eliminate thermal breaks. 3. Do not leave installed insulation exposed to weather. Cover and waterproof immediately after installation. 4. Seal exposed insulation edges at the end of each day. Remove insulation edge seal when work resumes. 5. Remove installed insulation that has become wet or damaged and replace with new solid and dry insulation material. 6. The surface to which the adhesive is to be applied shall be smooth, dry, free of fins, sharp edges, loose and foreign materials, oil and grease and standing water. All sharp projections and loose material shall be removed by sweeping, blowing or vacuum cleaning. 7. Using PaceCart 2 Applicator: a. Install Part 1 and Part 2 components following instruction on Bag -in -Box package. b. Open flow valves on the dispenser completely and turn machine on. This allows adhesive to be pumped at a 1:1 ratio through the disposable mix tip and onto the substrate in a semi-liquid state. c. Apply fluid mixture in 1/4 to 1 inch wide wet beads spaced maximum of 12 inches on center that spreads in excess of 2 inches wide while rising N to 1 inch. d. Lay insulation board into place and walk-in to assure complete adhesion. Curing typically occurs in 4 to 8 minutes depending on temperature and weather conditions. e. Apply OlyBond 500 Green using a PaceCart rig with beads spaced 6" o.c. infield and 4" o.c. at perimeter. Verify with roof system manufacturer for project -specific spacing requirements. ON TAYLOR NORT EXTERIOR MASO ' Y REP EST 072290 - 4 MAY 18, 2017 CO' L IVERSITY SECTION 07 22 90 Ithaca, New York ROOF INSULATION • *HESIVE f. Place 4' x 4' maximum insulation boards into OlyBond 500 Green after allowing it to rise between 3/4 inch to 1 inch and develop string/body (approx. 1.5 - 2 min. at room temperature) but before the adhesive reaches a "tack -free" state. String time will vary based on environmental conditions like temperature and humidity. g. Designate one person to walk and roll boards into place using a 150 lb. weighted roller adding constant weight or slitting boards where necessary until adhesive sets - up. h. At the beginning of the insulation attachment process and periodically throughout the day check the adhesion of boards to insure a tight bond is created and maximum contact is achieved. 8. Using SpotShot Applicator: a. Attach the disposable mix tip to the top of the OlyBond500 Green SpotShot tube. Insert the tube into SpotShot dispensing tool and dispense onto the substrate. b. Apply fluid mixture in rows spaced maximum of 12 inches on center that spread to several inches wide while rising 1/4 to 1 inch. c. Lay insulation board into place and walk-in to assure complete adhesion. Curing typically occurs in 4 to 8 minutes depending on temperature and weather conditions. d. Verify with roof system manufacturer for project -specific spacing requirements. e. Place 4' x 4' maximum insulation boards into OlyBond 500 Green after allowing it to rise between 3/4 to 1 inch and develop string/body (approx. 1.5 - 2 min. at room temperature) but before the adhesive reaches a "tack -free" state. String time will vary based on environmental conditions like temperature and humidity. Designate one person to walk and roll boards into place using a 150 lb. weighted roller adding constant weight or slitting boards where necessary until adhesive sets - up. 3.4 TYPICAL APPLICATION RATES A. Application rates vary depending on surface roughness and absorption rate of the substrate. Typical coverage rates for OlyBond500 Green dispensed through the PaceCart 2 are 10 — 20 squares per 10 gallon Bag -in -Box sets. Typical coverage rates for OlyBond500 Green SpotShot dispensed through applicators is 4 — 6 squares per case (4 sets of 1500 ml cartridges). All coverage rates are based on 12 inch on center maximum spacing. See chart below for typical application rates on specific substrates. Application Rates (Bag -in -Box Dispensed from TYPICAL COVERAGE (Squares/Gallon) PaceCart 2) Insulation to Concrete 1.7 to 2 Insulation to Insulation 1.7 to 2 M " ON TAYLOR NORT EST EXTERIOR MASO ' Y REP • I. 072290 - 5 MAY 18, 2017 CO ' LL IVERSITY SECTION 07 22 90 Ithaca, New York ROOF INSULATION • *HESIVE 3.5 CLEANING A. Remove all debris and excess insulation from roof. B. Sweep surface clean before application of roofing membrane. 3.6 PROTECTION A. Protect installed products until completion of project. B. Protect installed insulation traffic by use of protective covering materials during and after installation. C. Repair or replace damaged products before Substantial Completion. MYRON TAYLOR NORT EST EXTERIOR MASO " Y REP • I' S E OF SECTION 072290 - 6 MAY 18,2017 CO' LL IVERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES SECTION 07 31 26 — SLATE SHINGLES T 1 — GENE 1.1 S M ' Y A. The Work includes the removal, salvage, and reinstallation of slate shingles to expose localized areas of metal flashings to be replaced. The Work will additionally include the placement of metal flashings that are integrated into the slate shingle roof covering system. The slate shingle application is a random width textural graduated within courses application. 1.2 RELATED SECTIONS A. Division 1 B. Section 076200 — Sheet Metal Flashing and Trim 1.3 DESCRIPTION OF WO A. All materials and labor required for the complete execution of the work of this section including, but not limited to, the following: 1. The removal, and reinstallation of existing slate installation of slates shingles, fasteners, sealants, metal flashings, and/or other materials as required to complete the work on all sloped areas as shown on the Contract Drawings as needed to expose and replace the metal flashings. 2. Slate work associated with any item of flashing or roofing work herein specified is part of the work. 3. Complete installation of new metal flashings is part of the work. 4. Install new roof underlayments and new ice dam protection membrane where specified in areas of new slate roofing. 5. Repair (removal and replacement) of slate shingles broken during the course of the work specified herein and elsewhere. 1.4 REFERENCES • II ST ' S A. Publications listed below shall form a part of this Specification to extent referenced. Publications shall be most recent edition, unless otherwise indicated, are referred to in text by designation only. ON TAYLOR NORT EST EXTERIOR MASO • Y REP • S 073126 - 1 MAY 18, 2017 CO' LL IVERSITY Ithaca, New York B. A erican Society for Testing and Materials (AS 1. C406-06 Standard Specification for Roofing Slate SECTION 07 31 26 SLATE SHINGLES 2. D 1970 Specification for Self -Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice D Protection 3. D 4869 Specification for Asphalt -Saturated Organic Felt Underlayment Used in Steep Slope Roofing C. The National Slate Association's publication entitled Slate Roofs: Design and Installation Manual, published in 2010, available from the National Slate Association, www.slateassociation.org. D. Resolution of any conflicts between and ong the above referenced documents shall be made by the Design Professional. 1.5 SUBMITTALS FOR REVIEW A. Comply with all requirements of the contract documents and of the Consultant and Owner. B. Product Data: Within ten (10) calendar days after the Contractor has received the Owner's Notice to Proceed submit: 1. Materials list of items proposed to be provided under this Section. 2. Electronic copies of manufacturer's specifications and other data needed to prove compliance with the specified requirements. 3. Manufacturer's and other recornmended installation procedures which, when approved by the Owner, will become the basis for accepting or rejecting actual installation procedures used on the Work. C. Samples: Submit three (3) slate shingles required by Owner and Consultant. Provide three (3) samples of each proposed fastener that will be incorporated into the work. S. pies shall be of the size and shape specified, shall have nail holes punched or drilled with counter sunk hole to conceal nail heads (punched is preferred as specified), and shall represent the full range of thicknesses to be delivered based on the thickness tolerance specified. D. Submit samples of copper bib and slate hook for use in slate repair work. F. Sub 't product data and installation instructions from manufacturer of membrane underlayment for ice d protection. G. Submit product data from manufacturer of roof underlayment. M ' ON TAYLOR NORT EST EXTERIOR MASO ' Y REP • I. S 073126 - 2 MAY 18, 2017 CO' LL UNIVERSITY SECTION 07 31 26 Ithaca, New York SLATE S GLES 1.6 TEST P • LS A. Contractor shall prepare test panel for each of the following, in-situ, for review by the Design Professional: 1. Repair of broken slate shingles, 2 shingles. 2. Gable Rake Coping Stone Flashing Detail: a. Installation of through wall flashing with receiver clip. b. Installation of lap splice expansion joint. c. Installation of step flashing and counter flashing into receiver cleat. B. Approved test panels shall become a part of the Work and serve as the standard for all similar type work on this Project. Contractor shall remove test panels rejected by the Design Professional or Owner and prepare up to 3 test panels of each type listed above for approval at no additional cost to the Owner. C. If separate crews of roofmg mech. cs will be performing the same work at different locations on the roof, each crew shall prepare the test panels listed above for review by the Design Professional. D. Test panels shall be constructed in-situ, not as separate mockups. E. Coordinate test panels of this Section with those required in other specification sections. 1.7 PRODUCT DELIVERY, STO . , GE LING A. Deliver slate materials on manufacturer's unopened skids, bundles, or rolls with labels intact. B. Store materials under cover, on pallets to avoid water d age, and store rolled goods on end. Comply with manufacturer's recommendations for job -site storage and protection. 1. Do not store materials on roofs or in gutters. C. Handle slate shingles to prevent chipping, breakage, cracking, soiling, or other damage. Contractor shall be responsible for slate shingles damaged by mishandling. 1.8 QUALITY ASS CE A. Work of this Section shall comply with applicable standards indicated or implied. B. Provide products of single manufacturer/qu during course of the Work for consistency of quality, physical properties, and appearance. C. Installer of slate shingles shall have at least 10 years experience in the installation of new slate roofmg and slate roof repair, and shall have successfully completed at least three slate roofmg projects within the past 3 years, 1 of which must have been of similar scale to this project. ON TAYLOR NORT EST EXTERIOR MASONRY REP S 073126 - 3 MAY 18, 2017 CO LL ERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES 1. Installer's personnel shall be experienced mech. 'cs thoroughly trained in the art and craft of slate roofmg. 2. All of the installer's personnel shall have read this specification in its entirety prior to the commencement of work and be f. 'liar with the requirements herein contained. D. Installer of slate shingles shall be a member in good standing of the National Slate Association, Poultney, VT 05764, 866-256-2111, www.slateassociation.org. 1.9 PROJECT/SITE CO ITIONS A. Proceed with work only when prevailing and forecast weather conditions will permit work to be installed in compliance with this specification and substrate is completely dry and in condition to receive slate shingles. B Roof areas exposed to the weather during re-roofmg work shall be protected during inclement weather, and at times when no work is being performed. C. Do not proceed with the work of this Section during inclement weather, or the threat of inclement weather, that would expose the roof to unnecessary moisture penetration. D. Installer of roofmg work shall be responsible for providing protection of the interior of the building from damage by weather. Damages to interior of building caused by infiltration of moisture due to open roof areas shall be repaired by personnel experienced in the respective work to the satisfaction of the Design Professional and Owner and at no additional cost to the Owner. 1. Review existing interior water d. age with Owner's Representative prior to the start of the work. Photograph existing interior damage and provide 1 set to Owner and 1 set to Design Professional. E. Slate shingles broken during the course of the Work shall be replaced by the Contractor at no additional cost to the Owner. F. Use of nail guns to install slate shingles shall not be permitted. Hand nailing is required. Use of ders, saws, or other mech. 'cal means to cut and roofmg slates shall not be permitted. Slate cut by such means will be removed and replaced at no additional cost to the Owner. G. Access to all areas of the work is the responsibility of the Contractor. H. Contractor shall protect roof surfaces from damage during the course of the work. 1. Do not walk on slate shingles. 2. Properly stage the roof for access. Staging, when removed, shall leave little or no trace of its presence on the roof and shall not compromise the weather tightness of the roof in any way. M ' ON TAYLOR NORT EST EXTERIOR MASO ' Y P Ip S 073126 - 4 MAY 18, 2017 CO LL IVERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES 1.10 SEQUENCING/SCHEDULING A. Coordinate work of this Section with interfacing, adjoining, and related work for proper sequencing of each installation. 1. New gutters must be installed prior to proceeding with laying of slate above new gutters. B. Coordinate work of this Section with the placement of the limestone coping stones. 1.11 W A. Contractor shall w anty the work of this Section, covering both material and labor for defects that occur, for a period of five (5) years from the date of substantial completion. Repairs or replacement of materials shall be at no cost to the Owner. B. Approximately 1 year after completion of the Work, Contractor shall, at no cost to the Owner, replace all broken, cracked, displaced, or otherwise deteriorated roofmg slates in all areas of new slate roofmg, except for d. age caused by hail, fallen tree limbs, and other acts of nature for which the Contractor may charge reasonable repair fees. C. Upon substantial completion, submit a notarized letter indicating Contractor's conveyance of w anty terms indicated above. D. Slate shingle quarry/distributor shall provide a warranty covering the slate shingles specified and delivered to the site for defects that occur, for a period of at least 50 years from the date of substantial completion. Quarry/distributor shall replace slate shingles that fail in materials at no cost to the Owner. Upon substantial completion, submit a written warranty or notarized letter indicating the quarry's/distributor's conveyance of the w . anty terms indicated above. PART 2— PRODUCTS 2.1 SLATE SHINGLES A. The slate application is to be a random width graduated assembly and installed to match the slate shingle placement on the adjacent roof areas on the facility. B. Slate thickness at eave line shall match existing. C. Slate exposure and thickness shall match the slate shingle placement on the adjacent roof areas on the facility. D. Slates shall be punched to receive 4 nails when slate length is 20" or longer and/or when slate thickness is 3/4" or more. E. Slate colors shall be. New slate, shall be Vermont/New York Unfading Mottled Green and Purple slate, classified S-1 in accordance with ASTM C406, natural cleft, and the grain running the length of the slate ("on grain"), quarried/distributed by Greenstone Slate ON TAYLOR NORT EST EXTERIOR MASO ' Y REP S 073126 - 5 MAY 18, 2017 CO LL IVERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES Company, Inc., Poultney, VT 05764, 802-287-4333, Evergreen Slate Co., Inc., Granville, New York, 12832, 518-642-2530, www.evergreenslate.com, The New England Slate Company, Poultney, Vermont 05764, 888 -NE -SLATE or 802-287-2295, www.neslate.com, or C. era Slate Products, Inc., Fair Haven, VT 05743, 802-265-3200, www.camaraslate.com. F. The contractor shall furnish new slate shingles. The shingles are to match the color blend of the adjacent roof areas on this facility. G. No broken or cracked slate shall be used. Not more than 2 percent of broken slates, including those having cracks which prevent a clear ringing tone when tapped with a slate hammer, shall be accepted from the quarry/distributor. H. All exposed corners shall be full. No broken corners on covered ends will be allowed that sacrifice nailing strength or laying a watertight roof. Broken corners are acceptable for shingles to be trimmed before installation. L Curvature or twist in slate shingles shall not exceed 1/8 inch in 12 inches. Curved slate shingles shall be trimmed and punched to permit them to be laid with convex side up. Knots, knurls and cramps are acceptable on the exposed slate shingle face only. Knots, knurls and cramps on the back or covered portion of slate shingles, which prevent close contact of slate shingles or the laying of a watertight roof, will not be accepted. J. Slate shingles shall have square butts and be trimmed with 90 -degree square corners. Face dimensions of slate shingles shall not differ from those specified by more than 1/8 inch. K. Nail holes in the new slate, where specified, may be either machine -punched or drilled at the qu or distributor. 1. Machine -punched slates are preferred. 2. Slate shingles shall be punched back to front, and on the thinner end when there is variation in thickness along the length of the shingle. L. See Paragraph 3.1, below, for sorting and blending of new slate shingles. M. Nails for faste g slate shingles shall be 10 gauge, 3 inch long, ring shank, 304 stainless steel nails with 3/8" diameter heads. Manufactured by Stimson Strong Tie 2.2 OTHER MATE S A. Underlayment shall be #30, minimum, unperforated asphalt saturated org. 'c felt, 36 inches wide rolls, complying with AS D 226, Type 11 or AS D 4869, Type IV. 1. Fasteners for securing felt shall be galv . 'zed steel large head roofing nails, 3/4" long minimum. B. Membrane underlayment for ice dam protection shall be 30 mils cold applied, high heat, self -adhering membrane, consisting of a high density, cross 1 inated polyethylene film ON TAYLOR NORT EST EXTERIOR MASO ' Y P S 073126 - 6 MAY 18, 2017 CO LL IVERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES coated on one side with a butyl rubber based adhesive, and with silicone coated release sheet, complying with AS D 1970 such as "Vycor Ultra" by W.R. Grace & Co., Cambridge, MA 02140, or Design Professional approved alternate. C. Nail head covers (bibs) for slate repair work shall be 4 x 8 inches (minimum), 16 ounce (0.0216 inch) copper, per ASTM B 370, Grade HOO (cold rolled). Bend in a slightly concave shape with alternating barbs formed along its long edges. D. Slate hooks shall be 3 inches long, Large Stainless Steel Slate Hook, approximately 60 hooks per pound, available from John Stortz & Son, Inc., Philadelphia, PA 19106, 215- 627-3855, 888-847-3456, www.stortz.com. E. Wire for hanging slate shingles in order to avoid nailing underlying flashings/membrane roofing: 99.99% pure copper wire conforming to AS B3, 0.051" diameter, available from available from McMaster -Carr Supply Company, Robbinsville, NJ, 08691, 609-259-8900, www.mcmaster.com, part no. 8873K53. F. Sealant for sealing exposed nails heads/nail holes in existing slate shingles shall be tripolymer sealant, Geocel 2300 by Geocel Corporation, Elkhart, IN 46515, 800-348- 7615, www.geocelusa.com, color clear. G. Copper clip for securing existing slate shingle in place: See Section 076200 for soldering of copper clip to existing lead coated copper valley. 2.3 SLATER'S TOOLS A. The following traditional slating tools shall be used for the installation of slate shingles: slate hammer for punching and nailing slate shingles, slate ripper for removing slates, slate cutter for g and cutting slate shingles, and a steel punch for forming holes in delicate or small pieces of slate. T 3 - EXECUTION 3.1 GENE A. Details for shingle roofing not indicated on Drawings or specified herein shall be discussed with the Design Professional prior to commencing work. B. The use of nails s will not be permitted for installation of slate shingles. C. Slates trimmed or cut to fit on site to suit field conditions shall have beveled edges to match that produced at quarry. 1. Trim slate shingles with traditional slate cutter. Use o mech. 'cal equipment will not be permitted. MYRON TAYLOR NOR EXTERIOR MASO Y REP EST P S der, saw, or other 073126 - 7 MAY 18,2017 CO' LL IVERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES D. Punch slate received un -punched from the quarry/supplier (see Part 2, above) on site using a slate hammer or awl. Where precise location of nail hole is required, as at starter course and valley slates, use an awl or nail set. Drilling of nail holes will not be permitted in field slates, except where a nail used to secure a cleat, clip, or lock strip must pass through an underlying slate, and where indicated in the Detail Drawings. E. Sorting slates for repair work: New/reclaimed slate shingles for slate repair must be sorted for thickness prior to installation on the roof. 1. Sort the shingles into three groups — thin, thicker, and thickest. Use the slate shingle that is the best thickness for the particular repair. At individual slate repair locations new/reclaimed slate should slide readily into position, without displacing shingles in the course above and without leaving an unsightly gap between the new shingle and those in the course above. 2. Cull and discard odd -ball slate shingles that do not meet the requirements specified in Part 2, above, noting that slightly concave and convex slates might be useful for slate repairs undertaken at any existing troughs or humps in the roofs. 3. While sorting the slate for thickness, mix slate shingles from different pallets to blend any v 'ations in color tones that may exist. F. Culling: No broken or cracked slate shall be used. Sound each slate for defects by tapping with slate h er as the slate is being laid. Discard slate shingles having cracks or other defects which prevent the emission of a clear ringing tone when tapped (i.e., those that emit a dull tone or vibrating sound when tapped). Cull and discard warped shingles, those that are out of square, and those with knots, knurls, and cramps in the unexposed portions of the slates. Cull slates that are unusually thin or thick as well as those with curvature or twist greater than 1/16" across the width of the slate. 1. See also Paragraph 2.1, above. 2. Slates that are slightly concave, if any, may be culled for use at existing humps and troughs in the roof (if any). G. These Specifications are to be used as a guide. Rigid adherence to these Specifications will not provide the desired finish appearance of the roof. The art and craft of slate roofing requires that adjustments be made, especially to the exposure (and headlap), in order to obtain a weathertight roof, to obtain a consistent and neat appearance, and, for example, to permit the exposure of the finishing slate course at the top of a slope to be as shown in the Detail Drawings. Adjustments to exposure and headlap should always be made such that the headlap is increased, not decreased (i.e., never increase the exposure above that specified). H. Contractor shall review the quantity of slate ordered as the Work progresses, t. g into account breakage of new slate shingles during all delivery, storage, handling, and installation operations to verify that the order is sufficient to complete the work and provide for the attic stock specified herein. Should additional quantities of slate be required, Contractor shall order such additional quantities, at no cost to the Owner, in a timely m. er so as not to cause delay to the progress of the Project. MYRON TAYLOR NORT EST EXTERIOR MASO ' Y REP S 073126 - 8 MAY 18, 2017 CO LL IVERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES 3.2 REMOVAL OF EXISTING SLATE S GLES A. At slate shingle repair areas, carefully remove broken slate using a slate ripper. Remove entire slate. If head of broken slate will not come out, remove adjacent slate to clear the head of the broken slate. 11 1. Remove nails used to securing broken slate. Remove debris that might inhibit installation of new slate shingle. B. At slate areas scheduled to be removed to permit installation of new flashings, carefully remove slate shingles, number, and salvage for reinstallation. Remove slate in a pyr. "d fashion such that only the top slate removed will require a nail and bib or slate hook for reinstallation. 1. Remove mastic and sealant from edges of salvaged shingles (if any) prior to their reinstallation. 2. Sound salvaged slate shingles prior to reinstallation to ensure they do not possess hidden cracks or defects. C. Contractor shall assume, based on site conditions and his/her own experience and expertise, appropriate percentage for breakage of slates during work of this Section. Replacement of slates broken by the Contractor shall be at no additional cost to the Owner. D. Verify that roof deck is dry, sound, clean, planar, smooth, without lippage between adjacent planks, and acceptable for installation of new/reclaimed slate shingles. 1. Cover all holes over 1 inch in diameter with sheet copper fastened to the roof deck with copper nails. E. Bring deterioration or deficiencies in the existing roof deck and framing to the attention of the Design Professional as soon as possible. Do not proceed with the installation of new slate until all deficiencies are addressed to the satisfaction of the Design Professional and Owner. 1. Repair and replacement of deteriorated wood roof framing, if any, will be addressed case by case at each location on a time and materials basis or negotiated basis, either as part of this Contract or under separate Contract as determined by the Owner. 3.3 SLATE S 11 GLE REP A. Carefully remove existing broken slate and slates broken during and after completion of the work. See Paragraph 3.2, above. B. If existing felt underlayment is damaged as part of slate removal process, install single layer of specified felt underlayment to repair damage. Felt patch shall be wide enough so as to extend at least 6" past area of damage. Slide top end of new felt below lap in ON TAYLOR NORTHWEST EXTERIOR MASO " Y REP S 073126 - 9 MAY 18, 2017 CO' LL UNIVERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES existing felt. If no lap is present in area of repair, slit existing felt and slide top end of new felt in slit and up slope about 3". Secure patch with specified nails as necessary to properly hold the felt in place and protect the building from water infiltration until covered with shingles. Replace damaged felts immediately. Do not apply shingles over damaged felt. 1. Broom clean roof deck prior to installation of roofing felt. C. Insert new slate of s. e size, color, and shape as the one removed, and of thickness equal to or slightly less than shingle removed. Secure with nail through the vertical joint of the overlying course, '/2 inch below the butt end of the second course above. 1. Neatly trim slates to the correct width and butt shape using a slate cutter. Cut from back side so that resulting bevel is on exposed face. Cut lines shall be true and straight. D. Insert a copper bib over the nail used to secure the new slate, under the succeeding course, and under the second course above. E. At Contractor's option, specified slate hook may be used to secure individual replacement slates. Nail slate hook through joint in course below, in line with butt end of course replacement slate is to be installed in. Slide replacement slate up into position and then pull down to seat in slate hook. 1. Do not use slate hooks where more than 2 adjacent slates are to be replaced. 3.4 SLATE INSTALLATION A. Roof deck must be dry and free of frost and dew. Clean roof deck prior to installation of new underlayments and remove all protruding fasteners or other items that might puncture underlayment. B. Install ice protection membrane at eaves, extending up slope at 3 feet or as indicated in the Detail Drawings. 1. Do not install ice I protection membrane at rakes, ridges, or roof surfaces above eaves without pe 'ssion from the Design Professional, unless otherwise specified herein or shown in the Detail Drawings. a. Under no circumstances shall ice d protection membrane, or other similar self -adhering product, be installed over entire roof surfaces without the prior written approval of the Design Professional. Ice dam protection membrane, or similar self -adhering products, may not be used for temporary protection or temporary waterproofing in areas not scheduled to receive ice u protection membrane. 2. Prior to installation of ice d protection membrane, vacuum roof deck to remove all dust and debris. Install ice cL. protection membrane directly to the roof deck in accordance with membrane manufacturer's instructions. Lap sides 3-1/2", ON TAYLOR NOR EST EXTERIOR MASO ' Y REP S 073126 - 10 MAY 18, 2017 CO LL IVERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES minimum, in direction to shed water. Lap ends 6" minimum. Roll all laps with roller. a. Prime roof deck as reco ended by the ice d. protection membrane manufacturer using manufacturer's water-based primer if good adhesion is not obtained and when temperatures fall below 50 degrees Fahrenheit. b. Installed ice d protection membrane shall be smooth and well adhered to roof deck/substrate at all points, without wrinldes, bubbles, punctures, or other defects. 3. Cover ice and water shield with felt underlayment as outlined below. C. Install double layer of specified felt underlayment. Lay felt in horizontal courses in shingle fashion. Lap ends of felt 6 inches, minimum. Stagger end laps of each layer at least 36 inches. Secure along laps, ends, and in field of felt with specified nails as necessary to properly hold the felt in place and protect the building from water infiltration until covered with shingles. All felt shall be preserved unbroken, tight, whole, and wrinlde-free. Felt shall lap all hips and ridges 12 inches to form double thickness. Replace damaged felts immediately. Do not apply shingles over damaged or wrinkled felt, or felt that has been exposed on the roof surface for more than 30 days. 1. Note: Ice dam protection membrane installed at the eave is to be covered with felt. 2. Broom clean roof deck prior to installation of roofing felt. 3. Do not nail felts through ice dam protection membrane at eaves and valleys. Rather, temporarily secure in place with wood lath nailed outside of these areas. 4. At vertical walls, parapets, chimneys, etc., extend felt underlayment up the vertical surface 4 to 5 inches minimum, unless otherwise shown in the Detail Drawings. 5. Replacement felts shall lap below overlying felts to properly shed water. 6. At roof eaves/bottom of roof slope, felt underlayment laps on top of new ice dam protection membrane. See Detail Drawings. D. Install flashings as specified in Section 076200, Flashings and Sheet Metal, with the installation of the slate shingles. 1. See Detail Drawings for slate and flashing installation at, vertical walls, and gable rakes interface, etc. E. Provide starter course slates and integral cants in new copper flashings as shown on the Detail Drawings. Fabricate cants to provide a total thickness/height that will permit the first course of slate to lie flat atop the starter course and subsequent courses of slate to lie flat atop underlying courses. M ' ON TAYLOR NORT EST EXTERIOR MASO ' Y REP S 073126 - 11 MAY 18, 2017 CO' LL IVERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES 1. Starter course slates shall be laid with their long edge parallel with the eave, be the s. e thickness as first course above, be of appropriate length to permit proper breaking of joints with the first course (3 to 4 inches minimum), and be of appropriate width to permit a 2 -inch headlap, um. 2. Lay starter course face (bevel side) down. Punch nail holes in starter course shingles from the face (bevel side). 3. Punch starter course slates on site so as to avoid nailing through underlying flashings and gutter aprons. 4. Punch holes and nail starter course slates along a line that is parallel to and approximately 1-1/2 inches below the top edge of the starter slate. Place nails in such a way that the nail heads will not be exposed through the joints in the slates that make up the first course of slate. F. Slates shall be installed in succeeding horizontal courses, starting at the eaves. Slates in each course shall break joints with the preceding one at the mid -point of the slates in the course below, and never less than 3" from any underjoint. First course of slate shall break joints with the starter course. Cut slates at valleys, hips, vertical walls, rakes, etc. in neat and straight lines as required; snap chalk lines as required. Slate shall be installed starting at the eaves and proceeding up to the ridge/top of roof slope. Size, headlap, exposure, and shape shall be as specified in Part 2 of this Section and as shown in the Detail Drawings. Lay slates within a given course with a consistent 1/16 or 3/32 inch joint width between them. Gap may be adjusted to allow bond lines to remain in near perfect ali: ent (see also subparagraph 2., below). 1. After establishing the relationship of the eave to the ridge/top of slope and establishing a line perpendicular to the eave, snap vertical chalk lines every 2 to 3 feet, maximum, to verify bond line ali. ent. Snap horizontal chalk lines for every course of slate to match existing slate that is to remain. a. Snap horizontal chalk lines on roof underlayment, not on slate shingles as the slate is being installed. b. Align the heads of the slates with chalk lines snapped on the underlayment. Adjust butts of the slate shingles up and down to accommodate slates that are slightly longer and slightly shorter than specified dimension such that butts of slates are in perfect alient. c. All slate courses shall be laid parallel to each other and parallel to the eave. 2. Adjust (trim) width of slate shingles slightly as required to maintain bond lines in near perfect a it ent. 3. Slates measuring less than 6" in width shall not be used. At the end of a course (e.g., at hips and valleys) use wider slates specified in Part 2 of this Section. Cut patterns into the butts of these wider slates to continue the overall pattern of the roof. In other words, "fake" the pattern, as if the bond lines were in their normal locations. MYRON TAYLOR NORT EST EXTERIOR MASO ' Y P • I' S 073126 - 12 MAY 18, 2017 CO ' LL IVERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES a. Adjust width of slate shingles (pre -plan widths or 'A inch +/- from edges of slate shingles) when approaching the end of a course that ends at a rake, vertical wall, or dormer cheek wall so as to avoid using slates with widths measuring less than 6 inches. Slates measuring less than 6 inches in width shall not be laid at the end of a course. Pre -plan the approach slates as required. 4. Never increase the exposure of the slate shingles from that specified herein. G. Secure all slate shingles with 2 nails each. 1. Do not over -drive or under -drive nails used to secure the slate shingles. Nails shall not introduce strain on the slates. The slate shingles should hang from the nails, with the nail heads set in the countersinks, lightly touching the face of the slate. 2. On the north, east, and west slopes of the Northwest Tower, starting at the second course, secure each slate with a slate hook at its butt end in addition to securing each slate with 2 nails. Install slate hooks as outlined in Paragraph 3.5.E, above. a. Do not puncture flashings with slate hooks. As such, slates adjacent to valleys and dormer cheek wall base flashings shall be an exception and not be secured with slate hooks. H. Slates overlapping sheet metal work shall have the nails so placed as to avoid punc g the sheet metal. Exposed nails shall not be permitted. Slate shingles may be hung from solid copper wires if necessary to avoid punc • g flashings. 1. Use wider slates adjacent to the centerline of valleys, hips, vertical walls, etc. to help with nailing away from flashings. 2. Trim upper corner of slates located adjacent to valleys to help prevent water from migrating back under each course (i.e., clip the corners). 3. Valley slates (i.e., those laid at the valley line) shall not come to a point. Rather, valley slates shall have a 3" butt, minimum. 4. The edges of valley slates shall be cut in a true and straight line. Snap chalk lines as required. I. Slates shall project 1-1/2 inches at eaves and 1" at rakes unless otherwise shown in the Detail Drawings. J. Install slate shingles at hip and valleys as shown in the Detail Drawings and in accordance with approved test panels. K. Neatly fit slates around vertical surfaces. L. Install metal base flashings, valleys, etc. in conjunction with new slate roofing. See Section 076200 and Drawings for details. MYRON TAYLOR NOR EXTERIOR MASO Y EST P S 073126 - 13 MAY 18, 2017 CORNELL IVERSITY SECTION 07 31 26 Ithaca, New York SLATE SHINGLES M. Upon completion, slates shall be sound, whole, weather -tight, free of blemishes, and present a neat appearance. Pattern shall be regular and uniform, with bond lines in near perfect ali ent. All corners of all patterned slates shall be whole. 3.5 CLE M 1. The roof surface shall be smooth, with no raised butts and no sharp transitions between thick and slates. UP A. Remove removed shingles and waste material daily from the site and dispose of in authorized disposal area off site. B. Maintain area of work in a neat manner. Grounds shall be left neat and raked cleaned at the end of each working day. Upon completion of the work, clean all nails, pieces of sheet metal, and slate fragments from grade. C. Clean gutters and roof areas of debris at the end of each work day and upon completion of the work. D. Broom clean the slate shingles after installation is complete as roof jacks and pl are being removed from the roof. ON TAYLOR NOR EST EXTERIOR MASO 'Y REP r S OF SECTION 073126 - 14 MAY 18, 2017 CO LL IVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB " ROOFING SECTION 07 53 00 - EPDM ELASTOMERIC MEMB PART 1 — GENE . , ROOFING 1.1 SECTION INCLUDES A. EPDM Elastomeric roofing membrane adhered conventional application B. Insulation, flat and tapered C. Deck sheathing Flashings E. Roofing stack boots, roofing expansion joints, and walkway pads 1.2 REFERENCES ASTM C 79/C 79M - Standard Specification for Treated Core and Nontreated Core Gypsum Sheathing Board; 2001. B. ASTM C 177 - Standard Test Method for Steady -State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded -Hot -Plate Apparatus; 2004. C. ASTM C 1177/C 1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing; 2006. D. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; 2006. E. ASTM C 1396/C 1396M - Standard Specification for Gypsum Board; 2006a. F. ASTM D 412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension; 2006a. G. ASTM D 624 - Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers; 2000. H. ASTM D 746 - Standard Test Method for Brittleness Temperature of Plastics and Elastomers by Impact; 2004. I. ASTM D 2240 - Standard Test Method for Rubber Property--Durometer Hardness; 2005. J. ASTM D 4637 - Standard Specification for EPDM Sheet Used in Single -Ply Roof Membrane; 2004. K. ASTM E 96/E 96M - Standard Test Methods for Water Vapor Transmission of Materials; 2005. MYRON TAYLOR NOR EST EXTERIOR MASONRY REP r S 075300 - 1 MAY 18, 2017 CO' LL UNIVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB ' ROOFING 1.3 L. FM P7825 - Approval Guide; Factory Mutual Research Corporation; current edition. M. FM DS 1-28 - Wind Design; Factory Mutual Research Corporation; 2007. 'CA ML104 - The ' CA Roofing and Waterproofing Manual; National Roofing Contractors Association; Fifth Edition, with interim updates. O. UL ( edition. SD) - Roofing Materials and Systems Directory; Underwriters Laboratories Inc.; current P. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc.; current edition. MINISTRATIVE REQU MENTS A. Coordinate with installation of associated counterflashings installed under other sections. B. Pre -installation Meeting: Convene a pre -installation meeting one week before starting work of this section; require attendance by all affected installers; review preparation and installation procedures and coordination and scheduling necessary for related work. 1.4 PERFO CE REQUIREMENTS A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure. B. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing membrane manufacturer based on testing and field experience. C. FMG Listing: provide roofmg membrane, base flashings, and component materials that comply with requirements in FMG 4450 and FMG 4470 as part of a membrane roofing system and that are listed in FMG's "Approval Guide" for Class 1 or noncombustible construction, as applicable. Identify materials with FMG markings. 1. Fire/Windsto Classification: Class 1A-90. 2. Compliant with Section 1609.1.1 New York State Building Code. 1.5 SUBMITTALS A. Manufacturer's Installation Instructions: Indicate membrane seaming precautions and perimeter conditions requiring special attention. B. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. C. Warranty: Submit manufacturer warranty and ensure forms have been completed in Cornell University's name and registered with manufacturer. MYRON TAYLOR NOR EST EXTERIOR MASO ' Y REP • r 075300 - 2 MAY 18, 2017 CO LL IVERSITY SECT ON 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB ' • ROOFING D. Product Data: Before materials are delivered to site, submit manufacturer's printed product data and specifications for all materials and components of roofing and flashing system. Include installation instructions and data substantiating that materials comply with requirements. E. Samples of finished roofing sheets, including T-shaped side/end-lap seam, and rigid insulation. F. Shop Drawings: Show roof configuration and sheet layout, location and type of all penetrati layout of tapered insulation, flashing details, splices, termination details, and all other application details, each at an appropriate scale. • G. Documentation: Prior to commencing of work, and as a condition for approval by the Architect to allow work of this section to proceeds, submit to the Architect a letter from the roofing membrane manufacturer stating that the roofer is approved and authorized by said manufacturer to install the specified roofing system for this particular project and that he intends to warrant the work in accordance with the Drawings and Specifications. H. Test data for pullout resistance of fastening systems. 1. Certifications as follows: 1. Elements of warranty, including stipulated wind coverage, and agreed to furnish such warranty to the Owner. J. Qualification Data: For firms and persons specified in the 'Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. K. Maintenance Data: For roofing system to include in the maintenance manuals specified in Division 1 Section "Project Closeout". L. Warranty: Sample copy of roofing system manufacturer's warranty stating obligations, remedies, limitations, and exclusions of warranty as stated in "Warranty" Article. M. Inspection Report: Copy of roofing system manufacturer's inspection report of completed roofing installation, specified in the "Quality Assurance" Article. 1.6 QUALITY ASS " • CE A. Perform work in accordance with instructions. CA Roofing and Waterproofing Manual and manufacturer's B. Manufacturer: Obtain primary single -ply membrane roofing from a single manufacturer. Provide secondary materials as produced by or accepted by manufacturer or primary materials. C. Installer: 1. Elastomeric roofing and flashing and all associated work shall be installed by a firm that has five (5) years experience in the installation of elastomeric membrane roofing and flashing. ON TAYLOR NORT EST EXTERIOR MASO Y REPAIRS 075300 - 3 MAY 18, 2017 CO* LL UNIVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB ROOFING 2. All workmen shall be competent and skilled roofers completely familiar with the products and the manufacturer's currently recommended methods of installation. D. Drawings and Specifications: Where Drawings and Specifications require flashing terminations that are higher that required by elastomeric membrane manufacturer and other conditions that are more restrictive than required by membrane manufacturer for guarantee as specified, the work shall be perfo ed as shown on the Drawings and specified herein. Where there is no detail drawing for an existing condition, provide manufacturer's recommended detail for specific condition. E. Pre -Roofing Inspection and Certification: Prior to start of installation of the work of this section, secure a visit to the job site by a representative of the manufacturer of the roofing membrane used who shall inspect the job conditions and shall certify in writing to the Architect that: 1. Each of the surfaces to which the roofing materials will be applied is in a condition suitable for this application. 2. The materials to be installed comply in all respects with the requirements of this section of these specifications. 3. The materials to be installed are in complete accordance with the manufacturer's current recommendations. F. UL Listing: Provide labeled materials that have been tested and listed by UL in "Building Materials Directory" for application indicated, with "Class A" rated materials/system for roof slopes shown. 1.7 PRE -INSTALLATION MEETING A. Convene one week before starting work of this section. B. Review preparation and installation procedures and coordinating and scheduling required with related work. C. Pre -installation Conference: Before installing roofing system, conduct conference at project site to comply with requirements of Division 1 Section 01200 - Project Meetings". Notify participants at least 5 working days before conference. 1. Meet with Owner; Architect; Roofing Installer; Roofing System Manufacturer's Representative. 2. Review methods and procedures related to roofing installation, including manufacturer's written instructions. 3. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 4. Review loading limitations of deck during and after roofing. MYRON TAYLOR NORTHWEST EXTERIOR MASO 'Y REP 075300 - 4 MAY 18,2017 CO' LL IVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB ' • ROOFING 5. Review flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing. 6. Review governing regulations and requirements for insurance, certificates, and inspection and testing, if applicable. 7. Review temporary protection requirements for roofing system during and after installation. 8. Review roof observation and repair procedures after roofing installation. 9. Document proceedings, including corrective measures or actions required, and furnish copy of record to each participant. 1.8 POST INSTALLATION MEETING A. Post -Roofing Inspection: At the completion of the installation of the roofing membrane and associated work, a representative of the roofing membrane manufacturer Architect, Contractor and Construction Manager shall inspect the work as required to provide the manufacturer's guarantee as specified below. The representative shall either approve the work or shall order changes in the work required in which case he shall reinspect the work after the changes have been made. 1. Notify Architect or Owner 48 hours in advance of the date and time of inspection. 1.9 DELIVERY, STO M GE, PROTECTION A, Deliver roofing materials to project site in original containers with seals, unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. B. Store materials, except membrane, between 60 degrees Fahrenheit and 80 degrees Fahrenheit. If exposed to lower temperature, restore to 60 degrees Fahrenheit minimum temperature before using. C. Discard and remove from job site any materials damaged in handling or storage and any materials whose maximum shelf life has expired. D. Handle roofing materials and place equipment in a manner to avoid permanent deflection of deck and overloading of structure. Do not store materials on roof. E. Protect insulation materials from physical damage and from deterioration by moisture, soiling, and other sources. Comply with manufacturer's recommendations for handling, storage, and protection during installation. 1. Store insulation on an elevated platform above the ground. 2. Remove shrink wrap and examine insulation for shipping damage. 3. Cover insulation with a breathable tarp with full coverage on all sides and a sloped top surface to drain water. ON TAYLOR NORT EST EXTERIOR MASONRY REP 4 S 075300 - 5 MAY 18, 2017 CO' LL UNIVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB ' • ROOFING F. Protect insulation as follows: 1. Do not expose to sunlight, except to extent necessary for period of installation and concealment. 2. Protect against ignition at all times. Do not deliver insulating materials to project site ahead of installation time. 3.Complete installation and concealment of materials as rapidly as possible in each area of construction. 1.10 PROJECT CO • TIONS A. Coordinate the work with installation of associated counterflashings installed by other sections as he work of this section proceeds. B. Coordination: Elastomeric membrane roofing and flashing installation shall be coordinated with removals of existing roofing, and with other roofing work, as required to provide complete watertight roof. C. Weather: Proceed with roofing work when existing and forecasted weather conditions pew it work to be performed in accordance with manufacturers' recommendations and warranty requirements. D. Protection of Building: Carry out all operations in a manner that will ensure that the building and its contents are protected from damage by rain, wind, and other weather-related conditions at all times. E. Material Precautions: 1. Do not use oil base or plastic roof cement. 2. Do not allow waste products (petroleum, grease, oil, solvents, vegetable or mineral oil, animal fat) or direct steam venting to come in contact with flashing. 3. Splicing and bonding surfaces shall be dry and clean. 4. Roof surface shall be free of ponded water, ice, or snow to eliminate future condensation problems. F. Safety Precautions: 1. Cements and bonding adhesives contain petroleum distillates and are extremely flammable. Do not breathe vapors or use near fire. Consult container labels and material safety data sheets for specific information. Follow all recommended safety precautions. 2. Splicing cleaners used in the splicing procedure are extremely flammable; do not use near fire or flame or in a confined or unventilated area. Dispense only from a UL listed or approved safety can. MYRON TAYLOR NOR EST EXTERIOR MASO Y REP •1' S 075300 - 6 MAY 18, 2017 CO' LL IVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB • ROOFING 1.11 SPEC 3. Take all precautions necessary to protect workmen from hazards of the work of this section. PROJECT W , . TY A. The warranty specified in the Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to and run concurrent with other warranties made by the Contractor under requirements of the Contract Documents. B. Correct defective Work within a two-year period after Date of Substantial Completion. C. Upon completion of this portion of the work, and as a condition of its acceptance, deliver to the Owner the following written guarantees: 1. Roofing Membrane Manufacturer's Membrane System Warranty: Written manufacturer's warranty, without monetary limitation, signed by an authorized representative of the roofing membrane manufacturer guaranteeing that the entire roofing system will be free of leaks and covering prompt repairs of failures necessary to keep the roofing system in watertight condition for the first twenty (20) years following acceptance of the roofing installation. Warranty shall include all labor and materials, have no dollar limit, and shall not be pro -rated. The maximum wind speed coverage shall be peak gusts of 90 mph measured at 10 meters above ground level. 1.12 E IRO ENTAL REQU r MENTS A. Do not apply roofing membrane during unsuitable weather. B. Do not apply roofing membrane when ambient temperature is below 40 degrees F. C. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring. D. Do not expose materials vulnerable to water or sun d age in quantities greater than can be weatherproofed the same day. PART 2 -PRODUCTS 2.1 M • ACT RS A. EPDM Membrane Materials: 1. Carlisle SynTec Incorporated: www.carlisle-syntec.com. 2. Firestone Building Products Co: www.firestonebpco.com. 3. GenFlex Roofing Systems: www.genflex.com. 4. Substitution: See Article II- Section 2.20 Equivalents- Approved Equals. ON TAYLOR NORT EXTERIOR MASO ' Y REP EST • I" S 075300 - 7 MAY 18, 2017 CO LL UNIVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB • ROOFING B. Compatibility: Provide products that are recommended by manufacturers to be fully compatible with indicated substrates or provide separation materials as required to eliminate contact between incompatible materials. C. Single Source: Primary roofing and flashing membrane and all associated components shall be products of one manufacturer or products accepted by manufacturer of primary roofing membranes. 2.2 ROOFING - ALLASTED APPLICATIONS A. Elastomeric Membrane Roofing: One ply membrane, fully adhered, over insulation. B. Roofing Assembly Requirements: 1. Factory Mutual Classification: Class I and windstorm resistance of 1-90, in accordance with FM DS 1-28. 2. Insulation Thermal Value (R), minimum: 24; provide insulation of thickness required. C. Acceptable Insulation Types - Constant Thickness Application: Any of the types specified. 1. Minimum 2 layers of polyisocyanurate board. 2.3 ROOFING MEMB . , ASSOCIATED MATE S A. EPDM Sheet: Uniform, flexible sheet formed from a terpolymer of ethylene -propylene -diene. Provide membrane complying with ASTM D 4637, Type 1, Grade 1, Class U, and the following Property Test Method Specification Color ---- Grey/Black Specific Gravity ASTM D 297 1.18 +/-.03 Tensile Strength ASTM D 412 1305 psi (9 MPa) Elongation ASTM D 412 300% min. Tear Resistance, Die C ASTM D 624 150 lbf/in. (26 kN/m) Shore A Hardness ASTM D 2240 60 +/- 10 (5 second reading) Water Vapor Permeab. ASTM E 96 2.0 perm -mils maximum B. Membrane thickness: 60 mils (.060") thick for adhered system. Provide cured membrane for all roofing, furnished in the largest sheets possible to minimize seams. MYRON TAYLOR NORT EST EXTERIOR MASO 'Y REP 1• 075300 - 8 MAY 18, 2017 CO' LL IVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB ' ROOFING C. Flashing Membrane: 60 mils (.060") thick cured, except provide uncured where required. Use uncured membrane only for three-way angle changes and in other locations where cured membrane ca ot be easily installed. 2.4 DECK SHEATHING A. Deck Sheathing (at metal and wood roof deck areas): Glass mat faced 1177/C 1177M, fire resistant type, 1/4 inch thick at wood deck. 2.5 INSULATION A. Manufacturers: 1. G E" G"Y 2 sum panels, ASTM C 2. Hunter 3. Atlas AC Foam II B. Insulation: UL and membrane manufacturer approved closed cell polyisocyanurate; conforming to the following: PROPERTY TEST METHOD SPECIFICATIONS Thermal Performance* ASTM C 518 As Required Water Absorption & Volume ASTM C 209 <1% volume Dimensional Stability ASTM D 2126 2% max. 7 days Compressive Strength ASTM D 1621 20 psi Density ASTM D 1622 2.0 pcf Moisture Vapor Transmission ASTM E 96 <1 perm. Flame Spread ASTM E 84 -1000F to 250 25 max. * "Thermal values for the installed tapered insulation system shall be "AGED" values and determined in accordance with RIC/TIMA Technical Bulletin 281-1. Insulation: UL and membrane manufacturer approved closed cell polyisocyanurate; conforming to the following: 1. Insulation shall be UL and/or FM approved. Insulation shall be approved in writing by the insulation manufacturer for the intended use and for use with the specified roof assembly. MYRON TAYLOR NORT EST EXTERIOR MASONRY REP S 075300 - 9 MAY 18, 2017 CO' LL IVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB ' • ROOFING 2. Polyisocyanurate Flat Roof Insulation: Flat (standard fill) panels shall be composed of a closed cell, rigid polyisocyanurate foam core material integrally bonded between a glass fiber facer on both sides. Compressive strength of the each board shall average to 20 pounds per square inch. All insulation shall be installed in multiple layers. a. Standard Board Size To Be: 4' x 4' for all adhesive set insulation and cover with 1/4" high Dens -Deck gypsum sheathing board set in adhesive per manufacturer's specifications prior to receiving the roofing membrane. b. Minimum average R - value of 24.0. Minimum thickness: 2" at drains. c. Crickets shall be installed where shown on drawings to prevent water accumulation. Crickets shall be constructed from factory formed units of 4' x 4' polyisocyanurate board with 1/8" per foot tapered and cover with 1/4" Dens Deck board set in adhesive per manufacturer's specifications prior to receiving the roofing membrane. d. Where indicated on the roof plan drawing furnish and install tapered isocyanurate insulation. e. Install 1/4" DensDeck loose on the wood deck prior to attaching first layer of 2" insulation with screws and plates. C. Tapered Edge Strips: Provide wood fiber or perlite tapered edge strips, as recommended by membrane manufacturer, with thickness as indicated or as required to meet insulation, and as follows: 1.Wood fiber insulating board with asphalt coated facer, composed of cellulosic fibers, binders, and waterproofing agents, minimum 32 psi compressive strength, minimum 15.5 pcf density, complying with ASTM C 208. D. Insulation Adhesives Options: 1. Refer to specification Section 07 22 90 Roof Insulation Adhesive. 2.6 ACCESSO' S A. General: Furnish auxiliary materials recommended by roofing system manufacturer for intended use and compatible with EPDM membrane roofing. 1. Furnish liquid -type auxiliary materials that meet VOC limits of authorities having jurisdiction. B. Adhesives and Sealants: Adhesives, bonding adhesives, splicing cements, splicing cleaners, sealants, and cut-off mastic shall be compatible with membrane and other materials involved, of type recommended for intended use, and furnished by the membrane manufacturer. 1. Provide adhesives that comply with local requirements limiting amounts of volatile organic compounds. ON TAYLOR NOR EST EXTERIOR MASO ' Y REP • 1. S 075300 - 10 MAY 18, 2017 CO LL IVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB ' ROOFING C. Splice Adhesive and Cleaner: Single -component butyl splicing adhesive and solvent -based splice cleaner. D. Splice Primer and Tape: (Inseam Tape) Manufacturer' standard synthetic rubber polymer primer and 6 -inch (150 -mm) wide minimum, splice tape with release film. E. Vapor Retarder: Approved "modified bitumen peel and stick" membrane - JM DynaGrip Base SD/SA or equal. Provide manufacturer's primer as required. F. Slip Sheet: Type recommended by membrane manufacturer for protecting membrane from incompatible substrates. G. Fasteners: Fasteners shall be of the types and sizes best suited for the purpose, Factory Mutual Approved, and furnished by membrane manufacturer or specifically approved by membrane manufacturer for intended use. Provide metal plates with all insulation fasteners. H. Plywood and Wood Nailers: Refer to Division 6 Section "Rough Carpentry". 1. Termination Bars and Fastening Strips: Provide units made or approved by membrane manufacturer. J. Prefabricated Accessories and Pipe Seals: Compatible with materials with which they are used, furnished by membrane manufacturer. K. Mechanical Anchors: Corrosion -resistant type as recommended by insulation manufacturer for deck type and complying with fire and insurance wind -uplift rating requirements. 1. Provide system tested and approved for 1-90 wind -uplift rating. L. Membrane Adhesive: As recommended by membrane manufacturer for particular substrate and project conditions, formulated to withstand minimum 60-psf uplift force. 1. Provide cold adhesive adhesive as required by manufacturer to obtain warranty. M. Lap Sealant: manufacturer's standard single -component sealant. N. Water Cutoff Mastic: Manufacturer's standard butyl mastic sealant. 0. Metal Termination Bars: Manufacturer's standard aluminum bars, approximately 1 inch (25 mm) wide, roll formed and prepunched. P. Metal Battens: Manufacturer's standard aluminum bars, approximately 1 inch (25 mm) wide, roll formed and pre -punched. Q. Fasteners: Factory -coated steel fasteners and metal or plastic plates meeting corrosion - resistance provisions of FM 4470, designed for fastening sheet to substrate, and acceptable to roofing system manufacturer. R. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T -joint covers, in -seam sealants, ON TAYLOR NORT EXTERIOR MASO • Y REP EST • 1• S 075300 - 11 MAY 18, 2017 CO " LL IVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB ' ROOFING termination reglets, and other accessories recommended by roofing system manufacturer for intended use. S. Walkway Pads: Factory -formed, nonporous, heavy-duty, solid -rubber, slip -resisting, surface - textured walkway pads, approximately 3/16 inch (5 mm) thick, and acceptable to roofing system manufacturer. T. Cover Board: 1/4" inch Dens -Deck Sheathing all areas. As a base layer laid loose on the wood and as final layer over insulation set in adhesive. 2.7 OTHER MATE A. All other materials not specifically described but required for the completion of the Work, as selected by the Contractor and approved by roofing membrane manufacturer and by Architect. PART 3 — EXECUTION 3.1 EX INATION A. Verify deck is supported and secure. B. Verify that roof openings, curbs, and penetrations through roof are solidly set, and nailing strips and reglets are in place. C. Verify deck is clean and smooth, flat, free of depressions, waves, or projections, properly sloped and suitable for installation of roof system. D. Verify that surfaces and site conditions are ready to receive work. Verify that roofing may be installed in strict accordance with the manufacturer's current recommendations, and all pertinent codes and regulations. E. Verify deck surfaces are dry and free of snow or ice. F. Verify that wood nailers are in place and secured and match thicknesses of insulation required. G. Do not proceed with installation until unsatisfactory conditions have been corrected. In the event of discrepancy, immediately notify the Architect. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. 3.2 DECK S ACE PREP A 9 A TION A. Verify adjacent concrete roof members do not vary more than 1/4 inch in height. B. Fill surface honeycomb and variations with repair mortar. C. Confirm dry deck by moisture meter with 12 percent moisture maximum. D. Clean substrate of dust, debris, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections. MYRON TAYLOR NOR EST EXTERIOR MASO REP r S 075300 - 12 MAY 18, 2017 CO' ELL UNIVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB ' ROOFING E. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof -drain plugs when no work is taking place or when rain is forecasted. F. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of the roofing system at the end of the workday or when ram is forecast. Remove and discard temporary seals before beginning work on adjoining roofing. G. Examine existing surfaces. Remove rough edges and other raised obstructions. Surface must be in condition acceptable for installation of membrane. H. Install accessory items as shown and as recommended by manufacturer. 3.3 INSULATION INSTALLATION A. Coordinate installing roofing system components so insulation is not exposed to precipitation or left exposed at the end of the workday. B. Comply with roofing system manufacturer's written instructions for installing roof insulation and Section 07 22 90 Roof Insulation Adhesive. C. Tapered insulation system is to provided at the Elementary School. D. Install one or more layers of insulation under area of roofing to achieve required thickness. Where overall insulation thickness is 2 inches or greater, install required thickness in 2 or more layers with joints of each succeeding layer staggered from joints of previous layer a minimum of 12 inches in each direction. E. Provide tapered edge strips to form 4' x 4' sump at roof drains so completed surface is flush and does not restrict flow of water. F. Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with insulation. G. Insulation Attachment: Install the first layer of insulation with screen and plate. Use low-rise adhesive as specified in Section 07 22 90 Roof Insulation Adhesive for remaining layers of insulation. 3.4 MEMB . , APPLICATION A. General: Install adhered roofing and flashing membranes where shown on Drawings. Installation shall be as specified and in accordance with the manufacturer's approved instructions for adhered membrane roofing system for a UL "Class A" rating, and with shop drawings. B. Surfaces on or against which membrane is applied shall be smooth, free of standing water, swept clean, and free from oil, grease, sharp edges, and construction debris. All wood edges shall be eased. Fill all joints over 1/4" wide. ' ON TAYLOR NOR EST EXTERIOR MASO • Y P S 075300 - 13 MAY 18, 2017 CO LL UNIVERSITY Ithaca, New York SECTION 07 53 00 EPDM ELASTOMERIC MEMB • ROOFING C. Install EPDM sheet over area to receive roofing according to roofing system manufacturer's written instructions. Unroll sheet and allow to relax for a minimum of 30 minutes. D. Accurately align sheets and maintain unifo side and end laps of minimum dimensions required by manufacturer. Stagger end laps. Shingle joints on sloped substrate in direction of drainage. E. Additional Membrane Securement: Provide additional membrane securement at roof perimeter, curbs, expansion joints, and other locations as required by membrane manufacturer, in accordance with their specifications. F. Flashing and Securing Membrane at Penetrations: Flash and secure membrane at all penetrations in accordance with drawings and manufacturer's instructions. Remove any substances on penetration that might interfere with flashing directly to penetration. 3.5 ADHERED SHEET INSTALLATION A. Use the longest pieces of material practicable. B. Membrane shall overlap at all joints by a minimum of 6". C. Apply bonding adhesive evenly without globs or puddles to substrate and underside of sheet at rate required by manufacturer and allow to partially dry. Do not apply bonding adhesive to splice area of sheet. After bonding adhesive has dried to point it does not string or stick to a dry finger, roll the membrane onto the cemented surface. D. Mechanically or adhesively fasten sheet securely at terminations and perimeter of roofing. E. Apply roofing sheet with side laps shingled with slope of roof deck where possible. F. Spread sealant or mastic bed over deck draM flange at deck drains and securely seal roofing sheet in place with clamping ring. G. Take care to prevent splashing adhesives onto adjacent surfaces and immediately remove all traces of such splashed and/or spilled material from all affected surfaces. 3.6 SE INSTALLATION A. Membrane Splicing: Provide taped seam splices on adhered roofing systems. 1. Tape Splice: Clean splice areas with manufacturers recommended cleaner. Apply splice tape to bottom membrane sheet with the edge of the release paper along a line marked 1/2 inch out from the top sheet. Press tape onto sheet using hand pressure, overlapping tape. Remove release paper and press top sheet onto tape using hand pressure and roll splice with a steel roller. Provide lap sealant as specified below. B. Apply a bead of lap sealant at required locations per manufacturer. C. Take care to prevent splashing adhesives onto adjacent surfaces and immediately remove all traces of such splashed and/or spilled material from all affected surfaces. MYRON TAYLOR NORT EST EXTERIOR MASO 'Y REP • 11 075300 - 14 MAY 18, 2017 CO" LL IVERSITY SECTION 07 53 00 Ithaca, New York EPDM ELASTOMERIC MEMB' A ROOFING D. Repair tears, voids, and lapped seams in roofing that does not meet requirements. 3.7 FLASHING INSTALLATION A. Install sheet flashings and preformed flashing accessories and adhere to substrates according to roofing system manufacturer's written instructions. B. Apply bonding adhesive to substrate and underside of flashing sheet at required rate and allow to partially dry. Do not apply bonding adhesive to seam area of flashing. C. Flash penetrations and field-fo ed inside and outside corners with cured or uncured sheet flashing as recommended by manufacturer. D. Clean splice areas, apply splicing cement, and firmly roll side and end laps of overlapping sheets according to manufacturer's written instructions to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of sheet flashing terminations. E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars. 3.8 CLE ING A. Remove bituminous markings from finished surfaces. B. In areas where finished surfaces are soiled by work of this section, consult manufacturer of surfaces for cleaning advice and conform to their documented instructions. C. Repair or replace defaced or damaged finishes caused by work of this section. 3.9 PROTECTION OF FINISHED WO A. Protect installed roofing and flashings from construction operations. B. Where traffic must continue over finished roof membrane, protect surfaces using durable materials. ON TAYLOR NORT EXTERIOR MASO 'Y REP EST r S OF SECTION 075300 - 15 MAY 18, 2017 CO LL NERSITY SECTION 07 62 00 Ithaca, New York PART 1 — GENE 1.1 S M SHEET METAL FLASHING SECTION 07 62 00 — SHEET METAL FLASHING A • T *1 A. Provide tin -zinc coated copper (Freedom Gray) flashing, copper roof panels and sheet metal not specifically described in other Sections of these Specifications but required to prevent penetration of water through the exterior shell of the building related to the slate roof including copper guttering and downspout applications. B. Supplemental instructions are provided within this Section specifically for ZCC roofing and metal flashing requirements. Freedom Gray flashings are used extensively in the slate roof assembly and as shown on the Drawings. C. The application of Freedom Gray shall be utilized extensively on this project wherever the use of metal roofing or flashings are exposed throughout the entire roof area. D. Installation of miscellaneous wood blocking as required to properly support the work of this Section and other Sections. E. Related Work: 1. Documents affecting Work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of the project Contract Specifications. 1.2 RELATED SECTIONS A. Division 1 B. Section 07 31 26 — Slate Shingles 1.3 SUBMITTALS A. Comply with all requirements of the contract documents and of the Consultant and Owner. B. Product Data: Within ten (10) calendar days after the Contractor has received the Owner's Notice to Proceed submit: 1. Materials list of items proposed to be provided under this Section. 2. Electronic copies of manufacturer's specifications and other data needed to prove compliance with the specified requirements. During construction and at a minimum of 14 days prior to execution of the work at specific locations contractor shall submit the following to the Owner for review and approval prior to execution of the work. ON TAYLOR NORT EST EXTERIOR MASO 'Y REP A I S 076200 - 1 MAY 18, 2017 CO' LL IVERSITY SECTION 07 62 00 Ithaca, New York SHEET METAL FLASHING T Shop Drawings in sufficient detail and scale to show fabrication, installation, anchorage, and interface of the Work of this section with the Work of adjacent trades for all details associated with the roof assembly and as indicated in this Section 2.4 Shop Drawings. 4. Manufacturer's and other recommended installation procedures which, when approved by the Owner, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1 5. Submit fabricated sample units of all detail profiles including but not limited to, step, through wall details, gutter, downspout and all other project flashings. These samples shall include all seams, soldering, joints, expansion joints, actual profiles and any other techniques to be included in the assembly. 6. Submit layout of panels indicating panel size and placement plan for all flat lock work areas and gutter areas for owner's representative review and approval prior to execution of the work. 1.4 QUALITY ASS . , CE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work of this Section. B. In addition to complying with details, pertinent codes and regulations, comply with pertinent recommendations contained in the current edition of "Copper and Common Sense" published by Revere Copper Company and the Copper Development Association Manual. C. Standard commercial items may be used for flashing, trim, reglets, and similar purposes provided such items meet or exceed the quality standards specified and approved by Consultant. D. Contractor shall acquire and maintain copies of copper manufacturer's printed instructions for handling, storage, fabricating, cleaning, soldering, bending, and all other data and all workmanship shall comply with the printed instructions. E. Workmen performing soldering shall be required to conduct on site mock-up of sheet metal joinery with solder to the satisfaction of owner's on-site representative. This mock up "may not" be a part of the work. F. Lumber and Plywood shall be identified by official grade marks. 1.5 DELIVERY, STORAGE • I LING A. Comply with all provisions of the contract documents, the Owner and the Consultant. The materials shall be kept undercover and as required to prevent marring, denting, twisting, distortion or deformation of profile, stainage or other unacceptable damage. MYRON TAYLOR NORT EST EXTERIOR MASO ' Y REP S 076200 - 2 MAY 18, 2017 CO L IVERSITY SECTION 07 62 00 Ithaca, New York 1.6 REFERENCES P A. SHEET METAL FLASHING erican Society for Testing and Materials (AS 1. ASTM B-32 — Specification for Solder Metal 2. ASTM B-152-09, ASTM B370-11 for Building Construction B. Federal Specification (FS) , 15 T 1. FS 0-F-506 — Flux, Soldering, Paste and Liquid 2. FS TT -C-494 — Coating Compound, Bituminous, Solvent Type, Acid Resistant C. Sheet Metal and Air Conditioning Contractors National Association (SMACNA). 1. Architectural Sheet Metal Manual, Seventh Edition, 2012 D. Copper and Common Sense, Eighth Edition, published by Revere Copper Company. E. Copper in Architecture Manual published by Copper Development Association, Incorporated. T 2— PRODUCTS 2.1 MATE S r GAGES A. Where sheet metal is required, and no material or gage in indicated on the Drawings, provide the highest quality and gage commensurate with the referenced standards. These materials shall be of a quality that shall not compromise the integrity and anticipated 75 -year service life of the complete roof assembly and be approved by the Owner's representative and Consultant. 2.2 SHEET COPPER A. ASTM B-101 — Cold Rolled Temper, weighing not less than 20 oz. per sq. ft. unless otherwise specified and as manufactured by Revere Copper Products, Inc. or Consultant approved equal. 2.3 N A I S, FASTENERS, ACCESSO A. Nails and fasteners including rivets, screws and bolts shall be of hard copper, brass, or bronze. 1. Nails for wood and nailing concrete shall be flathead, barbed copper wire slating nails, not less than No. 12 gauge, 1" long. 2. Expansion shields shall be lead sleeves. 3. Nylon Nail -It Anchor, by Concrete Fastening Systems, for nailing into stone shall be flathead, 3/16"x 1 1/2" , Carbon steel plated with zinc. M ' ON TAYLOR NOR EST EXTERIOR MASO ' Y REP S 076200 - 3 MAY 18, 2017 CO ' LL IVERSITY SECTION 07 62 00 Ithaca, New York SHEET METAL FLASHING T B. Solder: ASTM specification B-32, composition 50% tin and 50% lead, 60/40 lead coated copper. C. Flux: Rosin, muriatic acid neutralized with zinc or approved equal. D. Roofing Felt: Asphalt or saturated felt weighing not less than 30 pounds per 100 square feet. ' 1 E. Building Paper/Bond Breaker: Rosin sized, unsaturated paper weighing approximately 6 pounds per 100 square feet. F. Membrane underlayment for ice dam protection; See section 073216 Slate shingles for additional information. G. Alsan Flashing and Ploy -fleece Reinforcement: By Soprema USA; Basecoat, intermediate coat for embedment of poly -fleece reinforcement and top layer. H. Sealant: ASTM C-920 Type S, Grade NS, Class 25, Sonneborn NP -1 or Consultant approved equal. Color of sealant for individual application positions shall be approved by Owner. I. Mastic Sealant: Tremco Butyl Sealant, General Purpose Butyl Sealant, Conforms with ASTM C1311 J. Dimensional Lumber: Concealed boards, such as new wood roof decking shall be air or kiln (KD 19 or MC19), S4S, Southern Pine " No. 2 Boards" per SPD3, sizes are to be furnished as required for construction of gutter profile. K. Sheathing: Low slope gutter sheathing may be APA rated sheathing, with span rating 24/16 or 32/16, an exposure durability rating of Exterior, Grade C -C or better, Group 1, 3/4" Plywood. 2.4 SHOP D WINGS A. Submit the following Shop Drawings for sheet metal work in accordance with the Contract requirements for the Owner's approval, indicate thickness and dimensions of all parts, fastenings and anchoring methods, expansion joints and other pertinent information. 1. Submit Shop Drawings for all locations where copper sheeting is required — showing lengths of copper sheet, widths of copper sheet, forming dimensions of copper sheet: include fastener patterns and show types of fasteners to be utilized at individual locations including all soldering joints. 2.5 GENE . , REQU MENTS A. Cleats: 2" wide by 3" long copper spaced not over 12" on center unless otherwise specified. Secure one end with two nails and fold back over nail heads. Lock free end of cleat into seam or into folded edge of copper sheet. MYRON TAYLOR NORT EST EXTERIOR MASO ' Y REP r S 076200 - 4 MAY 18, 2017 CO • LL IVERSITY SECTION 07 62 00 Ithaca, New York SHEET METAL FLASHING • T B. Tinning: Tin edges of plain copper sheets to be soldered for a width of 1-1/2" both sides with solder. Tinning of zinc -coated copper is not required prior to soldering, however, wire brush in contact with solder to produce a bright surface. 6 I C. Soldering: Perform slowly with well heated coppers, so as to heat thoroughly the seam and sweat the solder through its full width. When soldering lead -coated copper, brush a liberal amount of flux into the se Seam shall show 1" of neat uniform solder. D. Seams. 1. Flat Lock Seams: Finish not less than 'A" wide. 2. Lap seams where soldered: Finish not less than 1" wide. 3. Lap seams: Not soldered: Overlap 3" unless otherwise noted. 4. Seams: Make in direction of flow. E. Dissimilar Metals: Place sheet lead between copper and iron, or steel, or paint the mating surfaces of copper and aluminum, iron or steel with asphaltum paint, or apply a layer of self -stick EPDM. 2.6 PREP TION OF S ACES A. Surfaces to which sheet metal is to be applied shall be smooth, sound, clean, dry and free from defects that might affect the application. Apply a layer of roofing felt followed by a layer of building paper to surfaces receiving copper roofing, valleys and gutter flanges. Lap each ply 2" with the slope and nail with large flathead copper nails. 2.7 FLASHINGS A. General: Flash intersections of roof with vertical surfaces, openings in roof (and wall) surfaces and projections otherwise shown or specified. The method of flashing shall be base and cap flashing. Lap cap flashing over base flashing at least 3". 1. Continuous flashing: Use where the design or construction is such that base and cap flashing is not feasible. Make continuous flashing in two pieces. Continuous flashing shall be used on when approved by Consultant on a condition to condition basis. B. Base Flashing: 1. Make base flashings using 8'-0" long sheets, formed into units not more than 24'- 0", join with 1/4" flat -locked filled with sealant. 2. Straight runs of less than 24'-0" shall have a similar loose -locked seam at the center. A similar loose -necked seam shall occur not more than 8'-O" from any corner. C. Counter Flashing: 1. Use counter or cap flashing on vertical surfaces in conjunction with base flashing and lap base flashings a minimum of 3". Turn bottom edge 1/2" back under itself. M ON TAYLOR NORTHWEST EXTERIOR MASONRY REP 11. S 076200 - 5 MAY 18, 2017 CORNELL IVERSITY SECTION 07 62 00 Ithaca, New York SHEET METAL FLASHING T ' I Crease center of exposed surface longitudinally to produce a spring action that will hold bottom edge against base flashing. 2. Make cap flashing in uniform equal lengths. Lap adjoining sheets 3" and rivet with copper rivets or join by hook seam. 3. Cap flashings shall extend into receiver cleat of through wall flashings, masonry reglets, and/or other finishes and made watertight. 4. Rivet together with copper rivets all vertical lap joints. I/ Stepped Flashing: 1. Cap flashing at intersection of pitched roofs with vertical surfaces shall be formed of separate pieces. Lap steps 3" and turn down 3" over base flashing. Caps shall be set with uniform/equal width and vertical exposure dimensions. Reglet locations to be coordinated with Facilities Engineer. 2. Base flashing shall consist of separate pieces of Freedom Gray copper woven in with each course. Extend out on roof 4" and up under cap flashing. Extend each piece from top edge of shingle to within 1/2" of butt of overlying shingle. E. Other Materials 1. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Owner and Consultant. PART 3— EXECUTION 3.1 S ACE CO ITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.2 WO A. GENE SHIP 1. Form sheet metal accurately and to dimensions and shapes required. Finishing molded and broken surfaces with true, sharp, and straight lines and angles and, where intercepting other members, coping to an accurate fit and soldering securely. 2. Unless otherwise specifically permitted by the Consultant, hem all exposed edges 3/8" minimum. B. Form, fabricate, and install sheet metal so as to adequately provide for expansion and contraction in the finished work. M " ON TAYLOR NORT EST EXTERIOR MASONRY REP S 076200 - 6 MAY 18, 2017 CO " LL UNIVERSITY SECTION 07 62 00 Ithaca, New York SHEET METAL FLASHING T '1 C. Weatherproofing: 1. Finish watertight and weathertight where so required. 2. Make lock seam work flat and true to line, sweating full of solder. 3. Make lock seams and lap seams, when soldered, at least 1/2" wide. 4. Where lap seams are not soldered, lap according to pitch, but not less than 3". 5. Make flat and lap seams in the direction of flow. D. Joints 1. Join parts with rivets where necessary for strength and stiffness. 2. Provide suitable watertight expansion joints for runs of more than 40'-0", except where closer spacing is indicated on the drawings or required for proper installation. E. Nailing 1. Whenever possible, secure metal by means of clips or cleat, without nailing through the exterior metal. 2. In general, space nails, and rivets not more than 8" apart, and where exposed to the weather, use lead washers. 3 For nailing into wood, use copper barbed roofing nails 1-1/4" long by 11 gage. 4. For nailing into noncombustible roof deck, use stainless steel ringed nails 1 1/2" 4d. 3.3 SOLDE A. GENE 1. Thoroughly clean and tin the joint materials prior to soldering. 2. Perform soldering slowly, with a well heated copper in order to heat the seams thoroughly and to completely fill them with solder. 3. Perform soldering with a heavy soldering copper of proper design for application, properly tinned for use. 4. Make exposed soldering on finished surfaces neat, full, flowing and smooth. B. After soldering, thoroughly wash acid flux with a soda solution. M • ON TAYLOR NORT EST EXTERIOR MASONRY REP 16 076200 - 7 MAY 18, 2017 CO " IVERSITY SECTION 07 62 00 Ithaca, New York SHEET METAL FLASHING } _ 1► T C. After soldering of all material, immediately wash off flux and thoroughly flush with clean water. 3.4 TESTS A. Upon request of the Owner's representative, demonstrate by hose or standing water that the flashing and sheet metal are completely watertight. 3.5 COMPL CE A. Where copper work is installed in non-compliance with these specifications, approved submittals, approved procedures and approved finish appearance, the work shall be removed and replaced in whole parts at no additional cost to the Owner. B. Where any constructed in-place materials become dented or marred, the contractor shall remove and replace in whole parts at no additional cost to the Owner. OF SECTION M ON TAYLOR NORT EST EXTERIOR MASO ';Y REP . 1" S 076200 - 8 MAY 18, 2017 CO LL 1VERSITY SECTION 07 90 05 Ithaca, New York JOINT SEALERS SECTION 07 90 05 - JOINT SEALERS PART 1 — GENE 1.1 SECTION INCLUDES A. Sealants and joint backing B. Pre -compressed foam sealers C. Hollow gaskets 1.2 REFERENCE ST 1.3 S A. ASTM C834 - Standard Specification for Latex Sealants; 2010 B. ASTM C919 - Standard Practice for Use of Sealants in Acoustical Applications; 2012 C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2011 D. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2013 E. ASTM D1667 - Standard Specification for Flexible Cellular Materials--Poly(Vinyl Chloride) Foam (Closed -Cell); 2005 (Reapproved 2011) MINISTRATIVE REQU MENTS A. Coordinate the work with other sections referencing this section. 1.4 S MITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data indicating sealant chemical characteristics. C. Samples: Submit two samples, 4 x1/4 inch in size illustrating sealant colors for selection. D. Manufacturer's Installation Instructions: Indicate special procedures. 1.5 QUALITY ASS Ps CE A. Maintain one copy of each referenced document covering installation requirements on site. B. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. C. Applicator Qualifications: Company specializing in performing the work of this section with minimum 5 years' experience. MYRON TAYLOR NORT EST EXTERIOR MASO P A b 079005 - 1 MAY 18, 2017 CO LL IVERS11Y SECTION 07 90 05 Ithaca, New York JOINT SEALERS 1.6 FIELD CO ITIONS A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. 1.7 W TY A. See Section 01 78 00 - Closeout Submittals, for additional w anty requirements. B. Correct defective work within a five-year period after Date of Substantial Completion. C. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight seal, exhibit loss of adhesion or cohesion, or do not cure. PART 2 - PRODUCTS 2.1 M • I. ACT RS A. Gunnable and Pourable Sealants: 1. BASF Construction Chemicals -Building Systems: www.buildingsystems.basf.com. 2. Bostik Inc: www.bostik-us.com. 3. Dow Corning Corporation: www.dowcorning.com. 4. Pecora Corporation: www.pecora.com. 2.2 SEAL TS A. Type A - General Purpose Exterior Sealant: Polyurethane; ASTM C920, Grade NS, Class 25, Uses M, G, and A; single component. • 1. Color: To be selected by Architect from manufacturer's standard range. 2. Applications: Use for: a. Control, expansion, and soft joints in masonry. b. Joints between concrete and other materials. c. Joints between metal frames and other materials. d. Other exterior joints for which no other sealant is indicated. B. Type B - Exterior Metal Lap Joint Sealant: Butyl or polyisobutylene, nondrying, nonskinning, noncuring. 1. Applications: Use for: a. Concealed sealant bead in sheet metal work. ON TAYLOR NORT EXTERIOR MASO ' Y REP EST • r S 079005 - 2 MAY 18, 2017 CORNELL UNIVERSITY SECTION 07 90 05 Ithaca, New York JOINT SEALERS 2. Products: a. BC -158 manufactured by Pecora.. 2.3 ACCESSO P 6 • 6 1 S A. Primer: Non -staining type, reco ended by sealant manufacturer to suit application. B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC; oversized 30 to 50 percent larger than joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. T 3 - EXECUTION 3.1 EX • [NATION A. Verify that substrate surfaces are ready to receive work. B. Verify that joint backing and release tapes are compatible with sealant. 3.2 PREP • 6 TION A. Remove loose materials and foreign matter that could impair adhesion of sealant. B. Clean and prime joints in accordance with manufacturer's instructions. C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193. D. Protect elements surrounding the work of this section from damage or disfigurement. 3.3 INSTALLATION A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. B. Perform installation in accordance with ASTM C1193. C. Measure joint dimensions and size joint backers to achieve width -to -depth ratio, neck dimension, and surface bond area as reco ended by manufacturer, except where specific dimensions are indicated. D. Install bond breaker where joint backing is not used. E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. F. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. ON TAYLOR NORT EST EXTERIOR MASONRY REP 1. S 079005 - 3 MAY 18, 2017 CO ' LL IVERSITY SECTION 07 90 05 Ithaca, New York G. Tool joints concave. 3.4 CLEANING A. Clean adjacent soiled surfaces. 3.5 PROTECTION A. Protect sealants until cured. 3.6 SCHEDULE A. Exterior Joints for Which No Other Sealant Type is Indicated: Type A colors as selected. B. Exterior Wall Expansion Joints: Type A. JOINT SEALERS C. Control, Expansion, and Soft Joints in Masonry, and Between Masonry and Adjacent Work: Type A. D. Lap Joints in Exterior Sheet Metal Work: Type B. E. Under Exterior Door Thresholds: Type B. M ' ON TAYLOR NORT EST EXTERIOR MASO ' Y P S OF SECTION 079005 - 4 MAY 18, 2017 CO ' ELL IVERSITY SECTION 09 90 00 Ithaca, New York PAINTING T 1 - GENERAL 1.1 WO TO BE DONE SECTION 09 90 00 - PAINTING A. Furnish all labor, materials, scaffolding, tools, and equipment necessary to complete the painting and finishing requirements of the project as indicated on the drawings and stated in these specifications. B. Included in the painting work are the following: 1. Structural and Miscellaneous Steel C. The work shall include cleaning and surface preparation, supply and application of primer, if required, supply and application of top coating and the supply of all consumable materials required for performing and completing the work. ON TAYLOR NORTHWEST EXTERIOR MASO " Y REPAIRS 09 90 00 - 1 May 18, 2017 CORNELL ERSITY SECTION 09 90 00 Ithaca, New York P • T 2 - PRODUCTS 2.1 MATE LS A. All coatings shall be as manufactured by Tnemec, or approved alternate. PAINTING B. Each product used must be one of high quality and made by a manufacturer having an established reputation. All coatings used must be satisfactory to the Owner. Products containing lead shall not be used. C. The type of coating to be used for specific applications shall be as listed in Table 2.1 of this specification. TABLE 2.1 Surface Type of Coating Structural and Miscellaneous Steel 1. System Type: High Build Epoxy 2. Surface Preparation: Prepare all exposed Structural Steel in accordance SSPC-SP 6 Commercial Blast Cleaning at exposed steel and SSPC-SP 11 Power Tool Cleaning to Bare Metal at difficult to access portions of the steel member. All surfaces clean and dry. Primer Coat 3. Prime Coat: Apply prime coat within 8 hours of surface preparation or and Finish before surface re -rusts. Coat a. Tnemec Series 1 Omnithane @ 2.5-3.5 mils DFT (Warm and Cool Weather) OR b. Tnemec Series 135-1243 Aluminum Chembuild @ 4.0 — 6.0 mils DFT (Warm Weather) 4. Second Prime Coat: a. Tnemec Series 1 Omnithane @ 2.5-3.5 mils DFT (Warm and Cool Weather) OR b. Tnemec Series 135-1243 Aluminum Chembuild @ 4.0 — 6.0 mils DFT (Warm Weather) 5. Touch -Up Coat: (if needed) (After anchors are screwed into structural steel or where damaged) a. Tnemec Series 1 Omnithane @ 2.5-3.5 mils DFT. (Warm and Cool Weather) b. Tnemec Series 135-1243 Aluminum Chembuild @ 4.0 — 6.0 mils DFT (Warm Weather) 6. Total DFT: 5.0 to 7.0 mils Omnithane Series 1, 8 to 12 mils Series 135- 1243 Aluminum Chembuild. 7. Finish Color: a. As selected by Engineer RON TAYLOR NORTHWEST EXTERIOR MASO • Y REPAIRS 09 90 00 - 2 May 18, 2017 CO " ELL ERSITY SECTION 09 90 00 Ithaca, New York PAINTING D. Only materials previously approved in writing by the Owner shall be brought to the site. E. All materials shall be delivered to the building in unopened containers as packed by the Manufacturer. Each container shall bear the Manufacturer's standard label for the catalog item as approved showing trade name and number, formula, and directions for use. Containers shall not be opened until contents are to be used. F. No coating shall be thinned more than specifically recommended in the Manufacturer's printed directions and thinner used shall be the highest type of those recommended. No coating ready prepared for use shall be thinned without the approval of the Owner. No driers shall be added at the job unless approved by the Owner. G. All auxiliary materials shall be pure, of highest quality, and approved by the Owner. Such materials shall bear identifying labels on the containers. PART 3 - EXECUTION 3.1 GENERAL A. All coatings shall be applied as per the Manufacturer's printed instructions by brush or roller unless spray application is specifically named as acceptable in the description of required treatment, when air or airless spray shall be acceptable. B. Coatings shall be thoroughly stirred and kept at a uniform consistency during application. C. No work shall be done on damp surfaces unless printed instructions on label so recommend for the particular coating being used. D. Exterior painting shall not be done during or immediately following rainy or frosty weather or when the temperature is below 508F or likely to drop to freezing. The application of treatments while surfaces are exposed to hot sun or when temperature is above 908F or likely to be during the drying period shall be avoided. E. All work shall be done by skilled mechanics in a workmanlike manner; all coats flowed on or brushed out to a uniform film. Completed work shall be free of runs, sags, blocked angles, raised grain, and all other evidence of poor or careless workmanship. F. Allow sufficient time before recoating to insure proper drying of the preceding coat. 3.2 S ACE PREP TION A. Follow manufacturer's specifications. 3.3 STEELWORK A. Note that all steelwork is to be sandblasted before applying epoxy primer. 3.4 PROTECTION A ON TAYLOR NORTHWEST EXTERIOR MASO ' Y REP 11. S ACES NOT TO BE PAINTED 09 90 00 - 3 May 18, 2017 CORNELL UNIVERSITY SECTION 09 90 00 Ithaca, New York PAINTING B. The Contractor shall use tarpaulins, drops, and coverings as much as possible to protect other building and site elements from over -spray, spatter, droppings, etc. 3.5 CLEAN UP A RE -PAINTING A. The Contractor shall remove all paint where it has been spilled, splashed, or spattered on surfaces. B. The Contractor shall touch up or repaint, as required by the Owner all painted surfaces that are marred, marked, chipped, spalled, defaced, or deficient in any way before it is turned over to the Owner. OF SECTION MYRON TAYLOR NORTHWEST EXTERIOR i; SO " Y REPAIRS 099000-4 May 18, 2017