Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Phillips Hall
CORNELL UNIVERSITY PHILLIPS HALL MAKER LAB FACILITIES CONTRACTS 121 HUMPHREYS SERVICE BUILDING ITHACA, NEW YORK 14853-3701 ADDENDUM NO. 1 June 9, 2015 This Addendum contains changes to the requirements of the Contract Documents and Specifications. Such changes are to be incorporated into the Construction Documents and shall apply to the work with the same meaning and force as if they had been included in the original document. Wherever this Addendum modifies a portion of a paragraph of the specifications or a portion of any Drawing, the remainder of the Paragraph or Drawing shall remain in force. NOTE: Provisions of all Contract Documents apply. Item 1. Drawing A-000, Detail 5, Casework Schedule DELETE Note 3 in its entirety. Item 2. Drawing AD-102, Keyed Demolition Notes DELETE Note 6 in its entirety. REPLACE with: “Remove Room Sign that reads “217A”. Item 3. Drawing A-102, Keyed Construction Notes DELETE Note 2 in its entirety. REPLACE with “Provide new room signage. Match style of room sign that was removed per Note 6 on Drawing AD-102. Mount at height to match existing. See elevation 4/A-402.” Item 4. Drawing A-402, Keyed Demolition Notes DELETE Note 1 in its entirety. REPLACE with “Remove Room Signage”. Item 5. Drawing A-402, Keyed Demolition Notes DELETE Note 2 in its entirety. REPLACE with “Install new signage. See Keyed Construction Note 2 on Drawing A-102.” Item 6. Drawing A-402, Keyed Demolition Notes DELETE Note 10 in its entirety. REPLACE with “Provide new 12-inch deep shelving. Provide white plastic laminate finish to match color of the Corian Countertop. Install shelving on adjustable bracket system. Wall-mounted tracks shall extend 2’-0” upwards from top of casework.” Item 7. Drawing A-402, Detail 4, New Corridor Elevation DELETE Detail in its entirety. REPLACE with detail A-402_SK01, attached. Item 8. Drawing E-102 ADD Keyed Construction Note 19 as follows, “Temporarily disconnect and all ceiling mounted light fixtures and smoke detectors installed in corridor as needed to perform fire protection work. Remove retain all devices for reinstallation. All branch and fire alarm circuitry shall be reused. Reinstall devices once fire protection work is complete. Coordinate work with fire protection Contractor. Item 9. Drawing E-102, Detail 1 ADD Keyed Construction Note tag to the corridor adjacent to Lab 217 and label as Keyed Construction Note 19. Item 10. RFI Questions and Clarifications See attached RFI Log (Items 1-2) Attachments: Detail A-402_SK01 RFI Log (Items 1-2) ****END OF ADDENDUM**** IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH: CIVIL: ELEC: MECH: REVISIONS: 1234567 A B C D 7 6 5 4 3 2 1 D C B A DATE: FACILITY: DESIGN: DRAWN: WARNING:ARCHIVE BAR CODEP0520CORNELLUNIVER S I TYFOU N DE D 5681 AD June 05, 2015 Ithaca, New YorkPhillips HallPhillips Hall Maker Lab2039H 0 1 2 4 SCALE: 1/2"=1'-0"10"6'-2"3'-8 5/8 "3'-8 5/8 "3'-0"2"GLASS GLASS EXISTING COLUMN 217-1 1 2 3 4 5 P5 4 SCALE: NOTE: ALL KEYED NOTES REMAIN UNCHANGED - SEE SHEET A-402 FOR CONTENT A-402_SK01 cfh FIELD MOD No. 1 PLAN FINISH FLOOR ELEVATION AND C.HOOVER NEW CORRIDOR ELEVATION 1/2" = 1'-0" DATE: 6/9/15 - ADDENDUM # 1 Phillips Hall Maker Lab Date: June 9, 2015 RFI Form RFI/Page/ Response Dwg./Spec./Rep.Section/Design Team Index Number Paragraph/Topic RFI Response 1 A-402 Detail 2 No width of these shelves are given. What are these shelves to be made of? Also, are there are no support brackets specified. Please provide clarification. See Addendum No. 1, Item 6. 2 A-000 Door Frame SF-1 is called out for the Steel Storefront on A- 000. It shows two sidelites. On A-402 Detail 4, the frame shows three blue transom panels. These transom panels are not shown on the Frame schedule. Please clarify. See Addendum No. 1, Item 7. PHILLIPS HALL MAKER LAB Project Manual & Specifications May 15, 2015 Owner Cornell University Ithaca, NY 14853 Architect Cornell University Facilities Engineering Humphreys Service Building Ithaca, NY 14853 PHILLIPS HALL MAKER LAB TABLE OF' CONTENTS Page 1 Instnictions to Bidders Bid Form General Conditions and Exhibits Exhibit A Change Order Exhibit A-1 Change Order Documentation Instructions Construction Contract Change Order Request Construction Contract Change Order Summary Exhibit B Schedule of Values for Contractor Payments Exhibit C Final Release Exhibit D Application and Certificate for Payment Exhibit E Guarantee Exhibit F — Form I Contractor's Affirmative Action Plan Use of MBE/WBE Vendors Exhibit F — Form II Contractor's Affirmative Action Plan Summary of Bid Activity with MBE and WBE Subcontractors and Vendors Exhibit F — Form III Affirmative Action Workforce Report Exhibit F — Form IV Minority — Women Utilization Report Exhibit G Labor Rate Breakdown Exhibit H Stored Materials Invoicing Documentation Exhibit I Contractor Performance Evaluation DIVISION 1 - GENERAL REQUIREMENTS Section 01 11 00 Summary of the Work Section 01 14 00 Work Restrictions Section 01 25 00 Substitutions and Product Options Section 01 31 19 Project Meetings Section 01 31 50 Electronic Project Management Section 01 32 16 Construction Schedule Section 01 32 33 Photographic Documentation Section 01 33 00 Submittal Procedures Section 01 35 29 General Health & Safety Section 01 35 43 General Environmental Requirements Section 01 35 44 Spill Control Section 01 41 00 Regulatory Requirements Section 01 42 00 References Section 01 45 00 Quality Control Section 01 50 00 Temporary Facilities and Controls Section 01 51 00 Temporary Utilities Section 01 66 00 Storage and Protection Section 01 73 29 Cutting, Patching and Repairing Section 01 77 00 Project Close Out Section 01 78 23 Operating and Maintenance Data Section 01 78 36 Warranties and Bonds Section 01 78 39 Record Documents PHILLIPS HALL MAKER LAB TABLE OF CONTENTS Page 2 DRAWING LIST T-001 Title Sheet G-001 Code Review Summary Architectural A-000 Scope of Work, Patterns, Symbols, Details and Schedules AD -102 Partial Second Floor Demolition —Floor and Reflected Ceiling Plans A-102 Partial Second Floor Construction — Floor and Reflected Ceiling Plans A-402 Elevations and Finish Floor Plan Mechanical M-000 Mech & CTRL Scope of Work, Symbology, Abbreviations and Submittal Schedule M-102 2"`' Floor Mech Demolition and Construction Plans, General Notes and Details M-300 Mechanical Zone Control, Sequence and Equipment Schedules Fire Protection FP -000 Fire Protection Scope of Work, Symbology, Abbreviations and Submittal Schedule FP -102 2' Floor Sprinkler Installation Plan, Details, Schedule and Notes Electrical E-000 Scope of Work, General Notes, Symbology, Schedules and Abbreviations ED -102 Second Floor Room 217 Electrical Demolition E-102 Second Floor Room 217 Electrical and Lighting Installation E-400 Schedules, Diagrams, One -Lines, and Elevation END OF DOCUMENT INSTRUCTIONS TO BIDDERS Project: Phillips Hall Maker Lab Owner: Cornell University Ithaca, New York 14853 Architect: Cornell University Facilities Engineering Humphreys Service Building Ithaca, New York 14853 PROPOSAL FORMS 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: Phillips Hall Maker Lab Submitted by: (Bidder) b. Proposals shall be delivered to the Owner at the address listed above not later than 3:00 PM on June 16, 2015. INSTRUCTIONS TO BIDDERS INS -1 4. BID OPENING a. Proposals will be opened publicly by the Owner in Room 133, 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 DOCUMENTS a. The Bidding Documents will consist of the following: (1) Instructions to Bidders. (2) Bid Form. (3) General Conditions of the Contract and Division 1 - "General Requirements". (4) Drawings and Specifications. (5) Addenda and/or bulletins issued prior to date of opening of Proposals. 6. DRAWINGS AND SPECIFICATIONS FURNISHED a. Contract Documents may be obtained from the Facilities Contracts website (http://finance.fs.cornell.edu/contracts/pob/projects.cftn ). For assistance call 607-255-5343. b. Additional sets will be available at $25.00 per set without refund. All subcontractors and suppliers requiring may order these at $25.00 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. START OF WORK a. . Work at the site shall be started within ten (10) calendar days from the date of issuance of written authorization to proceed and shall be completed no later than September 18, 2015. 8. BONDS a. Performance and Payment Bonds. The successful Bidder shall furnish the Owner with "Performance" and "Labor and Material Payment Bonds", each in the amount of 100% of the Contract Price. The cost of such bonds shall be included in the Bidders Proposal. Each of these Bonds are to be in a form with such sureties as the Owner may approve. b. Bid Bond. Each Bidder will be required to furnish a Bid Bond in the amount of 10% of the Bid Amount. Such Bid Bond shall guarantee that the Bidder will execute the Contract if it is awarded to him in conformity with his Proposal. Such Proposal Guarantee Bond shall include a statement that the Insurer shall, at the option of the Bidder, be willing to provide to the Bidder the Contract Bonds as described in 8a above. INSTRUCTIONS TO BIDDERS INS -2 AWARD 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 bid opening date. 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. 10. EXAMINATION OF SITE AND CONTRACT DOCUMENTS a. Each Bidder shall visit the Site of the proposed work, fully acquaint and familiarize himself with the conditions as they exist and the character of the operations to be carried on under the proposed Contract, and make such investigation as he may see fit so that he shall fully understand the facilities, physical conditions and restrictions attending the work under the Contract. b. Each Bidder shall also thoroughly examine and become familiar with the Drawings, Specifications and associated Bid Documents. c. By submitting a Proposal, the Bidder convenants and affi,ms 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. DISCREPANCIES a. Should a Bidder find discrepancies in or omissions from the Drawings, Specifications and associated Bid Documents, or should he be in doubt as to their meaning, he shall at once notify the Architect, who will send written instructions to all bidders. Neither the Owner nor the Architect will be responsible for oral instructions. Every request for such interpretation should be in writing, addressed to the Architect. Inquiries received seven (7) or more days prior to date fixed for opening of Bids will be given consideration. INSTRUCTIONS TO BIDDERS INS -3 I .2. PRE-BID CONFERENCE a. A pre-bid conference has been scheduled for 10:00 AM, June 1, 2015, in Room 133 of the Humphreys Service Building. The purpose of the conference will be to clarify the intent of the Contract Documents if necessary. Results will be published in an Addendum. 13. TRADE SUBCONTRACTORS, MATERIAL SUPPLIERS a. Each portion of the work shall be performed by an organization equipped and experienced to do work in that particular field, and no portion of the work shall be reserved by the Bidder to himself unless he is so equipped and experienced. Subcontracts shall be awarded only to parties satisfactory to the Owner and the Architect. Each subcontractor and materials supplier shall be approved individually. b. In the spaces provided in the Bid Form, the Bidder shall list all portions of the work he proposes to perform directly with his own forces. c. A list of names from which the Bidder proposes to select subcontractors, materials suppliers, and/or manufacturers for the principal trades or subdivisions of the work is required as part of the Proposal. d. In the Bid Form, there has been listed the principal trades or subdivisions of the work for which such a listing is required, together with the provisions which govern the listing, selection and approval of principal subcontractors. 14. ALTERNATE PROPOSALS a. Certain Alternate Proposals may be requested. They will be listed in the Bid Form and all Bidders are required to bid on all Alternates without exception, in the spaces provided. b. Alternate Proposals shall include all overhead, profit and other expenses in connection therewith. 15. UNIT PRICES a. Certain Unit Prices may be requested. They will be listed in the Bid Form and all Bidders are required to bid on all Unit Prices without exception, in the spaces provided. b. Unit Prices shall include all overhead, profit and other expenses in connection therewith. 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. INSTRUCTIONS TO BIDDERS INS -4 17. ADDENDA AND BULLETINS a. Addenda and/or bulletins issued during the bidding period shall be acknowledged in the space provided in the Bid Form. 18. SUBSTITUTIONS a. Proposals shall conform to the requirements of the Bid Documents. b. The Bidder may offer substitutions for any item of material or equipment, element of work, or method of construction set forth in the Bid Documents, with the exception of Form of Contract, General Conditions and General Requirements - Division 1, by listing the proposed substitutions and the amounts to be deducted from the Base Bid corresponding to each such proposed substitution in the spaces provided in the Bid Form. However, the Bidder is cautioned to make his base proposal on the materials and items specified by name or other particular reference. 19. SUB -SURFACE CONDITIONS a. Boring 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 110 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 m any way affect the work under this Contract. The Bidder may, at his option, conduct tests at his expense, including borings, by prior notification to the Owner. Each Bidder shall make his own deductions of sub -surface conditions which may affect methods or cost of construction of the work hereunder and he agrees that, if awarded the construction contract, he will make no claim for damages or other compensation, except such as are provided for in the Contract Documents, should he encounter conditions during the progress of the work different from those as calculated and/or anticipated by him. 20. SALES AND USE TAX EXEMPTION a. The Owner, Cornell University, a non-profit educational institution, is exempt from payment of certain Sales and Use Taxes. 21. FEDERAL EXCISE TAX a. The Owner, Cornell University, a non-profit educational institution, is exempt from payment of certain Federal Excise Taxes. 22. TAX EXEMPT STATUS a. Bidders shall inform all prospective subcontractors and suppliers from whom they expect to obtain proposals or quotations of the tax exempt status of the Owner as set forth above and request that they reflect anticipated tax credits in their proposals or quotations. 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. REQUIRED SUBMISSIONS a. Provide with Bid Proposal: Acknowledgement of Addenda and/or Bulletins issued prior to bid opening Certificate as to Corporate Bidder List of Proposed Subcontractors Schedule of Values Alternate Proposals and Unit Prices b. Within fourteen days after bid opening: (1) Use of Minority and Female Vendor Forms (2) Summary 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 INSTRUCTIONS TO BIDDERS INS -6 PHILLIPS HALL MAKER LAB Cornell University, Ithaca, New York BID FORM Submitted by: Date To: Nancy A. Phelps, Director Facilities Contracts 121 Humphreys Service Building Cornell University Ithaca, New York 14853 Gentlemen: The undersigned, a (Name of Bidder) (Type of Finn, 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 15, 2015 prepared by Cornell University Facilities Engineering, Humphreys Service Building, Ithaca, New York 14853 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 MATERIALS, SUPPLIES, LABOR, and SERVICES AND ALL OTHER COSTS. ($ ) BID FORM 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. Alternate No. Description NONE. BID FORM BF -2 3. START OF WORK AND TIME FOR COMPLETION a. The undersigned agrees, if awarded the Contract, to commence work at the site within ten (10) calendar days after date of issuance of written notice to proceed and to complete the project no later than September 18, 2015. 4. LIST OF PROPOSED PRINCIPAL SUBCONTRACTORS a. The undersigned agrees, if awarded the Contract, to employ subcontractors from the following list for the Sections or Subdivisions of work stated below subject to the following provisions: (1) 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 THREE (3) names. c. If Bidder does not propose to employ a Subcontractor for any Section or Subdivision of the work listed below, he shall enter the name of his firm for each such Section or Subdivision. DEMOLITION FLOORING PAINTING CASEWORK BID FORM BF -3 HVAC ELECTRICAL FIRE PROTECTION MASONRY BID FORM BF -4 5. PRINCIPAL SUBDIVISIONS OR ELEMENTS OF THE WORK TO BE PERFORMED BY GENERAL CONTRACTOR'S FORCES 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 "Time 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. 7. BONDS a. Performance and Payment Bonds. The undersigned agrees, if awarded the Contract to execute and deliver to the Owner "Perfoiniance" and "Labor and Material Payment Bonds" in such form as acceptable to the Owner and in an amount equal to 100% of the Contract Sum. Such bonds will be furnished by (Name of Surety) b. Bond Premium Rate (for Change Orders) c. Bid Bond. A Bid Bond in the amount of $ (10% of Bid Amount) is attached to this Bid. BID FORM BF -5 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 Drawings Masonry Woods, Plastics, Composites Thermal & Moisture Protection Openings Finishes Fire Protection HVAC Electrical Electronic Safety & Security Total Values Included in Base Bid Labor Material Total Combined Bid $ BID FORM BF -6 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 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 BID FORM BF -7 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 following the bid due date. 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. 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. BID FORM BF -8 11. ADDENDUM RECEIPT a. Receipt of the following addenda to the Terns and Conditions, Drawings or Specifications is acknowledged: Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: By: Title: Business Address: (Bidder) BID FORM BF -9 CERTIFICATE OF NON -COLLUSION By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that to the best of his knowledge and belief: a. The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor. b. Unless required by law, the prices 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: By: Title: (Bidder) BID FORM BF -10 CERTIFICATE AS TO CORPORATE BIDDER General Contractors; that behalf of the bidder was then , certify that I am the of the Corporation named as Bidder within this Bid Form for , who signed said Bid Form on of said Corporation; that I know his signature; that his signature thereto is genuine and that said Bid Form and attachments thereto were duly signed, sealed and executed for and in behalf of said Corporation by authority of its governing body. Dated: (Secretary -Clerk) (CORPORATE SEAL) BID FORM BF -11 GENERAL CONDITIONS FOR PHILLIPS HALL MAKER LAB CORNELL UNIVERSITY ITHACA, NEW YORK Rev 07-2014 GENERAL CONDITIONS TABLE OF CONTENTS ARTICLE 1 INTERPRETATION OF CONTRACT DOCUMENTS Section 1.01 Owner Section 1.02 Meaning and Intent of Specifications, Plans and Drawings Section 1.03 Order of Precedence ARTICLE 2 CONTRACTOR Page 1 1 Section 2.01 Contractor's Obligations 2 Section 2.02 Contractor's Title to Materials 2 Section 2.03 "Or Equal" Clause 2 Section 2.04 Quality, Quantity and Labeling 3 Section 2.05 Superintendence by Contractor 3 Section 2.06 Subsurface or Site Conditions 4 Section 2.07 Representations of Contractor 4 Section 2.08 Verifying Dimensions and Site Conditions 4 Section 2.09 Copies of Contract Documents for Contractors 5 Section 2.10 Meetings 5 Section 2.11 Related Work 5 Section 2.12 Surveys and Layout 5 Section 2.13 Errors, Omissions or Discrepancies 5 Section 2.14 Project Labor Rates 6 Section 2.15 Daily Reports 6 ARTICLE 3 INSPECTION AND ACCEPTANCE Section 3.01 Access to the Work 6 Section 3.02 Notice for Testing 6 Section 3.03 Inspection of Work 7 Section 3.04 Inspection and Testing 7 Section 3.05 Defective or Damaged Work 7 Section 3.06 Acceptance 7 ARTICLE 4 CHANGES IN WORK Section 4.01 Changes 8 Section 4.02 Form of Change Orders 10 ARTICLE 5 TIME OF COMPLETION Section 5.01 Time of Completion 10 Rev 07-2014 TABLE OF CONTENTS ARTICLE 6 TERMINATION Section 6.01 Section 6.02 Section 6.03 ARTICLE 7 Section 7.01 ARTICLE 8 Section 8.01 ARTICLE 9 Section 9.01 ARTICLE 10 Section 10.01 Section 10.02 Section 10.03 Section 10.04 Section 10.05 Section 10.06 Section 10.07 Section 10.08 Section 10.09 Section 10.10 ARTICLE 11 Section 11.01 Section 11.02 ARTICLE 12 Termination for Cause Termination for Convenience of Owner Owner's Right to do Work DISPUTES Disputes Procedure SUBCONTRACTS Subcontracting COORDINATION AND COOPERATION Cooperation with Other Contractors PROTECTION OF RIGHTS, PERSONS AND PROPERTY Section 12.01 Section 12.02 Section 12.03 Section 12.04 ARTICLE 13 Accidents and Accident Prevention Adjoining Property Emergencies Bonds Risks Assumed by the Contractor Contractor's Compensation and Liability Insurance Liability Insurance of the Owner Owner's and Contractor's Responsibilities for Fire and Extended Coverage Insurance Hazards Effect of Procurement of Insurance No Third Party Rights Page 12 13 13 15 16 16 16 16 17 18 18 19 19 USE OR OCCUPANCY PRIOR TO ACCEPTANCE BY OWNER Substantial Completion 19 Occupancy Prior to Acceptance 19 PAYMENT Provision of Payment Withholding Payments Documents and Conditions Precedent to Final Payment Final Payment and Release TAX EXEMPTION 20 22 22 23 Section 13.01 Tax Exemption 24 ji Rev 07-2014 ARTICLE 14 Section 14.01 ARTICLE 15 Section 15.01 Section 15.02 Section 15.03 Section 15.04 Section 15.05 Section 15.06 Section 15.07 Section 15.08 ARTICLE 16 ARTICLE 17 ARTICLE 18 ARTICLE 19 Section 19.01 Section 19.02 Section 19.03 ARTICLE 20 TABLE OF CONTENTS GUARANTEE Guarantee STANDARD 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 AND AUDIT CONTRACTOR PERFORMANCE EVALUATION ROYALTIES AND PATENTS CONFIDENTIALITY AND USE OF OWNER'S NAME Release of Information Confidential Information Use of Owner's Name Page 24 25 25 25 25 25 25 26 27 27 27 27 27 28 28 CORNELL UNIVERSITY STANDARDS OF ETHICAL CONDUCT 29 111 Rev 07-2014 EXHIBITS 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 I Contractor Performance Evaluation iv It 07-2014 ARTICLE 1 -- INTERPRETATION OF CONTRACT DOCUMENTS Section 1.01 - Owner A. The Owner is Cornell University as identified in the Agreement and referred to throughout the Contract Documents as the "Owner" or "Cornell University". B. Ownership of Documents: All drawings, specifications, computations, sketches, test data, survey results, photographs, renderings and other material relating to the Work, whether furnished to or prepared by the Contractor, are the property of Cornell University. The Contractor shall use such materials or information therefrom only in connection with the Work of this Contract. When requested, the Contractor shall deliver such materials to Cornell University. C. The Owner shall give all orders and directions contemplated under the Contract relative to the execution of the Work. The Owner shall determine the amount, quality, acceptability, and fitness of the Work and shall decide all questions which may arise in relation to said Work. The Owner's estimates and decisions shall be final except as otherwise expressly provided. D. Any differences or conflicts concerning performance which may arise between the Contractor and other Contractors performing Work for the Owner shall be adjusted and determined by the Owner. E. The table of contents, titles, captions, headings, running headlines, and marginal notes contained herein and in said documents is intended to facilitate reference to various provisions of the Contract Documents and in no way affect the interpretation of the provisions to which they refer. Section 1.02 - Meaning and Intent of Specifications, Plans and Drawings The meaning and intent of all specifications, plans and drawings shall be determined in a manner approved by the Owner. Section 1.03 - Order of Precedence A. Should a conflict occur in or between or among any parts of the Contract Documents that are entitled to equal preference, the more expensive way of doing the Work, the better quality or greater quantity of material shall govern, unless the Owner otherwise so directs in writing. B. Drawings and specifications are reciprocal. Anything shown on the plans and not mentioned in the specifications, or mentioned in the specifications and not shown on the plans, shall have the same effect as if shown or mentioned in both. C. Requirements of reference standards form a part of these specifications to the extent indicated by the reference thereto. When provisions of reference standards conflict with provisions in these specifications, the specifications shall govern. Rev 07-2014 ARTICLE 2 -- CONTRACTOR 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. 2 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. 3 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 information 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 frill 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 07-2014 B. During the progress of Work, the Contractor shall verify all field measurements prior to fabrication of building components and equipment, and proceed with the fabrication to meet field conditions. C. The Contractor shall consult all Contract Documents to determine exact location of all Work and verify spatial relationships of all Work. Any question concerning said location or spatial relationships shall be submitted in a manner approved by the Owner. D. Specific locations for equipment, pipelines, ductwork and other such items of Work, where not dimensioned on plans, shall be determined in consultation with the Owner and other affected Contractors and Subcontractors. E. The Contractor shall be responsible for the proper fitting of the Work in place. F. Should failure of the Contractor to perforin 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. ARTICLE 3 -- INSPECTION AND ACCEPTANCE 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. hi 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 ARTICLE 4 -- CHANGES IN WORK 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 sugared 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 (17-2014 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: 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 performed by a Sub -Subcontractor.. Where work is performed by a Sub -Subcontractor, by adding the sump 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. ARTICLE 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, perforin 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 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 inay 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. ARTICLE 6 -- TERMINATION 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 terrninate 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 inay be located on the Site and which may be necessary or useful in completing the Work. Section 6.02 - Termination for Convenience of Owner The Owner, at any time, may terminate the Contract in whole or in part. Any said termination shall be effected by delivering to the Contractor a notice of termination specifying the extent to which performance of Work under the Contract is terminated and the date upon which said termination becomes effective. Upon receipt of the notice of termination, the Contractor shall act promptly to minimize the expenses resulting from said termination. The Owner shall pay the Contractor for costs actually incurred by the Contractor up to the effective date of said termination, but in no event shall the Contractor be entitled to compensation in excess of the total consideration of the Contract. In the event of said termination the Owner may take over the Work and prosecute same to completion. 11 Rev 07-2014 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. ARTICLE 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. 12 Rcv 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. ARTICLE 8 -- SUBCONTRACTS 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. ARTICLE 9 -- COORDINATION AND COOPS 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. F. 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. H. Should any other contractor having a Contract with the Owner sustain damage through any act or omission of the Contractor or its Subcontractor, the Contractor shall reimburse said other contractor for all said damages and shall indemnify and hold the Owner harmless from all said claims. 14 Rev 07-2014 ARTICLE 10 -- PROTECTION OF RIGHTS, PERSONS AND 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 (OSHA Form 20 or the equivalent) for all chemicals to be used on site. All chemicals requiring any precautionary measures (eg. special storage or disposal requirements, personal protective equipment, or additional ventilation), shall be brought to the attention of Cornell University for review and approval, prior to their use on site. 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 OSHA or other governmental agencies, and manufacturer's recommendations shall be used at all times. 3. 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 indemnity. 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 hisurance 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 INJURY AND PROPERTY DAMAGE LIABILITY (BROAD FORM) $ 5,000,000 Each Occurrence $ 5,000,000 Aggregate 3. Automobile Liability Insurance. A policy covering the use in connection with the work covered by the Contract Documents of all owned, non -owned and hired vehicles bearing, or, under the circumstances under which they are being used, required by the Motor Vehicle Laws of the State of New York to bear license plates. The coverage under such policy shall be not less than a combined single limit for Bodily Injury and Property Damage of: BODILY INJURY AND PROPERTY DAMAGE LIABILITY $ 1,000,000 Each Person $ 1,000,000 Each Accident B. In addition to maintaining all of the above insurances, the Contractor shall indemnify and hold harmless the Owner and its agents and employees from and against liability, including additional premium due because of the Contractor's failure to maintain coverage limits as required under this section. 17 13cv 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 form and in an amount equal to the initial contract sum and modified by any subsequent modifications to the contract sum. The insurance shall name Cornell University and the State of New York, all subcontractors and sub- subcontractors. The insurance policy shall contain a provision that the insurance will not be cancelled or allowed to expire until the Contractor has given at least thirty (30) days prior written notice to Cornell University. The insurance shall cover the entire work at the site, including reasonable compensation for architects services and expenses made necessary by an insured loss. hnsured 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. ARTICLE 11 -- USE OR OCCUPANCY PRIOR TO ACCEPTANCE BY OWNER 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 manner which shall not unreasonably interfere with said use, occupancy and operation by the Owner. ARTICLE 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 snake 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 Amounts for Contract Payments" and "Schedule Contractors Monthly Requisitions" (AIA 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 scanned .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. ARTICLE 13 -- TAX 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. ARTICLE 14 -- GUARANTEE 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". ARTICLE 15 -- STANDARD 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 Affirmative 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 forms 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 I) 2. Summary of bid Activity with MBE and WBE Subcontractors and Vendors (Fonn 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 07-3014 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 (Chris Davenport) shall be recognized by the Contractor. 27 Rev 07-2014 ARTICLE 16 -- ACCOUNTINGS, INSPECTION AND AUDIT The Contractor agrees to keep books and records showing the actual costs incurred for the Work. Such books and records (including, without limitation, any electronic data processing files used by the Contractor in analyzing and recording the Work) shall be open for inspection and audit by the Owner and its authorized representatives at reasonable hours at the Contractor's local office or at the Owner's office, if necessary, and shall be retained by the Contractor for a period of seven years after the Work has been completed, except that if any litigation, claim or audit is started before the expiration date of the seven year period, the records shall be retained until all litigation, claims or audit findings involving the records have been resolved.. Each Sub - Contractor shall be similarly obligated to maintain, for inspection and audit by the Owner, books and records respecting the Work. If requested by the Owner, the Contractor shall furnish copies of any and all subcontracts, purchase orders and/or requisitions of any nature associated with the project. ARTICLE 17 — CONTRACTOR PERFORMANCE 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 1. The Contractor shall be given the opportunity to provide input as to the findings of the evaluation after completion by the Owner. ARTICLE 18 -- ROYALTIES AND PATENTS The Contractor shall pay all royalties and license fees and shall defend all suits or claims for infringement of any patents, and shall save Cornell University harmless from loss on account thereof; except that Cornell University shall be responsible for all such loss when a particular process or product is specified by Cornell University unless the Contractor shall have reason to believe that the particular process or product infringes a patent, in which event it shall be responsible for loss on account thereof unless it promptly provides such information to Cornell University. ARTICLE 19 -- CONFIDENTIALITY AND USE OF OWNER'S NAME 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 Infornation 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. ARTICLE 20 -- CORNELL UNIVERSITY STANDARDS 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/fon-ns/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 htt s://secure.ethics•oint.com/domain/en/re ort custorn.as ?clientid=6357 or contact Cornell University through EthicsPoint by dialing toll-free 1-866-293-3077. 29 Rev 07-2014 Cornell University Facilities Services CHANGE ORDER Cornell University Facilities Contracts 121 Humphreys Service Building Ithaca, New York 14853 EXHIBIT "A" Distribution to: OWNER 0 ARCHITECT 0 CONTRACTOR 0 FIELD 0 OTHER 0 PROJECT: TO (Contractor): You are directed to make the following changes in this Contract: CHANGE ORDER NUMBER: INITIATION DATE: OWNER'S CONTRACT NO: CONTRACT DATE: Item No. Description Reference Amount Not valid until signed by both the Owner and Contractor. Signature of the Contractor indicates the Contractor's agreement herewith, including any adjustments in the Contract Price or Contract Time. The original (Contract Price) was $ Net change by previously authorized Change Orders $ The (Contract Price) prior to this Change Order was $ The (Contract Price) will be (increased) (decreased) (unchanged) by this Change Order $ The new (Contract Price) including this Change Order will be $ The Contract Time will be (increased) (decreased) (unchanged) by ( ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is AUTHORIZED SIGNATURES: CORNELL UNIVERSITY CONTRACTOR OWNER 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, EXHIBIT "A-1" CONSTRUCTION CONTRACT CHANGE ORDER REQUEST DATE: COR g PROJECT TITLE: CONTRACT NO. 7 Name of ContTactoriSubcontactor performing, Work: DESCRIPTION OF WORK: A. DIRECT COST OF WORK: 1 LABOR (Attach Suwareing Documeneation) ASSIGNED PERSONNEL OR WORK CREW 2 MATERIAL (Attach Supporting Documeatenca) MATERIAL REQUIRED FOR CHANGE 3 EQUIPMENT (Ariach Suppoatine Documentation) EQUIPMENT REQUIRED FOR CHANGE 4 5 6 SUBCONTRACTOR (Arucl) Suppemng Docurnemanon) SUB -SUBCONTRACTOR REQD FOR CHANGE 7 5 OVERHEAD AND PROFIT 9 BOND PREMTUII appliu bit) ROtJRLY WAGE WO OR TOTAL UNIT PRICE UNIT OF MEASURE REQUIRED UNITS MATERIAL TOTAL DIRECT COST (SUM 1, 2, 3) OH&P Rate OST OF '0 SUB -SUBCONTRACTOR TOTAL OH&P Rate TOTAL COST PLUS OH&P (SUM 4. 5, 6, 7) Boud Premium Rate TOTAL COR COST TOTAL CON FRACT DAYS ,3,DDEWDELETED FROM PROJECT SC :1 IITLE TOTAL COST 50 50 so 50 sI TOTAL COST 50 50 50 So soi TOTAL COST 50 50 50 SO SO sq TOTAL COST 50 50 50 50 1111111111111.1111c Name of Contractor Cr) N (74 Ela (ID H H Each Allowance must be listed as a Separate Item. w 0 H 0 ra. Z • 0 0 0 FINAL RELEASE EXHIBIT "C" FINAL WAIVER OF CLAIMS AND LIENS AND RELEASE OF RIGHTS Date Contract Date Project Contract Price Address Net Extras and Deductions City Adjusted Contract Price County Amount Previously Paid State Balance Due - Final Payment The undersigned hereby acknowledges that the above Balance Due when paid represents payment in full for all labor, materials, etc., furnished by the below named Contractor or Supplier in connection with its work on the above Project in accordance with the Contract. hi 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 attorneys' fees) should any such claim, lien or right of lien be asserted by the below named Contractor or Supplier or by any of its or their laborers, material persons or subcontractors. In addition, for and in consideration of the amounts and sums received, the below named Contractor or Supplier hereby waives, releases and relinquishes any and all claims, rights or causes of action in equity or law whatsoever arising out of through or under the above mentioned Contract and the performance of work pursuant thereto. The below named Contractor or Supplier further guarantees that all portions of the work furnished and installed are in accordance with the Contract and that the terms of the Contract with respect to this guarantee will remain in effect for the period specified in said Contract. Sworn to before me this Corporation or Business Name Day of 20 By: Title: 70 L77 0 2 a r‘l r-- 2 CC 0 LL 0 a. H >, 0.71 1"-: Q. '0 E a o -c 3 7,2, _ 42 C-4) 0 • 0 a - tr.-1; 0 < o t2 - a A u 5EJDOOD 2, V •Y3 2 V V .0 " ° 7-• o •E• u 0 '• 5 c - >•- `r5 .o 74" „ 2. !"-.) - a 0 • u („) • •-• •-• .q >-• u 0 .0 0 5 u > .c a • E 8 a ° • 0 c..``41 0 E - bo V, 7.3 tj .0 0 u, -o ri o b' `.2 r.L) " • E u 5 APPLICATION NO.: F:13 TO OWNER: PERIOD TO: PROJECT NOS.: CONTRACT DATE: VIA ARCHITECT: FROM CONTRACTOR: t:, 1— u„ Z L1J 2 CONTRACT F cC 0 8 LL .9 -8 Z 0 Tc)) — a C.) .8 R a. a. E.• ci) RC: CC ,1-5 7<t' 0 " 0 E .,f.> Cr c o Z 0 a -= C.) (.'"(.5 CONTRACTOR: cc te4 ISPO 7 I. ORIGINAL CONTRA 2 . Net change by Change Orders 3 . CONTRACT SUM TO DATE .0 u .c 0 o 4:4 -a o •,7; "I: ,t) 0 0 cc 0 0 W.; ui 0 -J 2 ° 0 c E < 1- -5 0 u 0 -o u c o E LL1 + e < I z 1 0 6 2 ,F-.) a E a. • o o >-• z kap • ,n 0 1.2 + ° - o a • g • c 2 5 .5 • E2 .o c.3 0 Tsj .= 47. 2 g 0 -0 .6 75• 00° a .0 ;5 U " 6) C O 0 cs Z 7-1 LL/ -• E • ‘,) >. , 2 E 3 a a a. 7F, 0 cc 0 .- 7., < 0 2 LL. 5 44 ✓ klj.. 0 p, „ ts; .°.2 ▪ C U 4.10• , •• , ▪ E -o •=1 z U.. v O c 0 11 75' '4) c o o u 74- .5, .0 "5 g,`L' 7)--o o, c•4 o LLI a „ - 0 ti L, • c 0,2 ›-.:E to, E Et *.) < "4. Lu cc co 19 co 0 Z CC < -J 41C a., cc c*.) co) tu (..) '3 u CI) 8 .- O a Ili 0 CC en tn a 8 . CURRENT PAYMENT DUE EXHIBIT "D" .„ u ), o 'S. "5.: o e C ▪ z 'T Fr .E 17 - cc z w -S. •-• Z:L Sa Co) Z • •J .t0 ▪ Zs' < z C -C Lu (.5 E LT. g z • u —I c < —1 •=1 t") o E :5 >, rki >-• 0. kr, .0 u r,-; -% y-); E - z E • 0 • E • u < p•-• co 74 0 -a H Ls a); 0 :E c, 0 ?)1' C • 013 >, -cs ,a u c 0 T-7 8 — c) 8 1/43 *,72 4r, t.1 0. DEDUCTIONS ADDITIONS CHANGE ORDER SUMMARY O. 2 C 0 E .c '0 cr) 0 NET CHANGES by Change Order CV C7) r- (4,1 d ° 6:2 `6 g g P z = 6 ,C" Ul .!( 4.1 0 VA 2 H r, 0 10. o • . z - 8 :ATION NO.: TION DATE: o- AIA DOCUMENT G70 CONTINUATION SHEET ment G702, AP EXHIBIT "D" z • ui 5 T. 75 " z 0 • c (.5 Z ;44 Z vrs 0 RETAINAGE (IF VARIABLE) RATE) BALANCE TO FINISH (C - g g 1. L., TOTAL COMPLETED AND STORED TO DATE (D+E+F) 1.1., MATERIALS PRESENTLY STORED (NOT IN D OR E) WORK COMPLETED THIS PERIOD 0 FROM PREVIOUS APPLICATION (D + E) L) SCHEDULED VALUE DESCRIPTION OF WORK ..., z • ui 5 T. 75 " z 0 • c (.5 Z ;44 Z vrs 0 GUARANTEE Date: EXHIBIT "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: (COMPANY) EXHIBIT "F" FORM I C:.COIR '$LII4l,1MI EI°3 II"ll ' CONTRACTOR'S AFFIRMATIVE ACTION PLAN Use of MBE and WBE Vendors Please print or type all information, except where a signature is required. PROJECT: Amount of Contract: $ Name of Prime Contract Bidder: Address (Street, City, State and Zip Code): Telephone Number (Including Area Code): Trade: List previous Cornell University work done by your firm: 2. Do you intend to subcontract any work on this project? Yes No A. What is the total dollar value of work you intend to subcontract? Amount $ AND 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? Amount $ AND 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 Amount of Work to be B. Supplies and/or Vendor Services Subcontracted Trade Amount Item Amount EXHIBIT "F" FORM I 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 Amount $ AND Percentage WBE Amount $ AND Percentage 6. Indicate your goal for minority participation in the labor force by dollar value and percentage of total monthly manpower per trade. MBE Amount $ AND Percentage WBE Amount $ AND Percentage 7. List MBE and WBE vendors utilized by your firm over the past five (5) years: MBE or WBE Vendor CONTRACT (Indicate which) ADDRESS PROJECT TRADE AMOUNT This space provided for any comments your organization may have regarding the utilization of MBE and WBE vendors: OFFICER OF PRIME CONTRACT BIDDER: Name and Title: Date: Signature: 2 CONTRACTOR'S AFFIRMATIVE ACTION PLAN Summary of Bid Activity with MBE and WBE Subcontractors and Vendors Please print or type all information, except where a signature is required. PROJECT: Name of Prime Contract Bidder: EXHIBIT "F" FORM II Address (Street, City, State and Zip Code): Contact Person (Name, Title and Telephone Number): MBE and WBE Subcontractor/Vendor Item/ Bid Submitted: Award Status Date of (Indicate which) Trade Date Amount Date Amount Elimination EXPLANATION OF ELMINATION: Include meetings held for negotiation, etc. (Use additional sheet if necessary) OFFICER OF FIRM: Name and Title: Signature: Date: EXHIBIT "F" r Ed' tA) V 0 0 re; 0 . E--, ' I q •'-' 4 4 P ''", 04 r . :. i, 1 L' 4 A A tx ril , . , Immilimil I IIII I I 11 11 '4 8 Iii lt ,..e.to I il 11111 IIIMENNII', k,.., * m. r„, Please print or type all inf ELL UNIVERSITY PRIME CONTRACTOR MINORITY - WOMEN UTILITZATION REPORT - O c � _o r p o `t-' 0 U 4 0 0 0 0 t0 f-- 0 U 0 0 0 U 0 ci E- 0 0 0 0 J U E c1 E O Cornell University Facilities Services PROJECT TIME: CONTRACTOR: TRADE: EXHIBIT "G" LABOR RATE BREAKDOWN CONTRACT NO. EFFECTIVE DATE: =RATION DATE: Base Hourly Rate:5 Payroll Taxes and Insurance FICA. Federal Unemployment State Unemployment * Worker's Compensation Bodily Injury & Property Damage Disability % per Hour TOTAL Parrll Taxes and Insurance Rates: Base Rate (x) Total = * Rate are net Contractor cost after premium discounts and have been applied against manual rate_ Supplemental Benefit Vacation Health & Welfare Pension Annuity Education Traintrg Industry enenee $ per Hour cations Total Hourly Fringe Benefits 5 Hourly Labor Rate: Base Rate, Taxeslasmance and Fringe BenefitsS Adjustment for a compote rate which includm apprentices: CONTRACTOR'S CERTIFICATION I certify that the labor rates, insurance erromerations, labor fringe enumerations and expenses are conect and in accordance with actual and true cost incurred. Signature of Authorized Reprmentative: Print Name: Print Title: Cornell University Facilities Services PROJECT TITLE: EXHIB STORED MATERIALS INVOICING CONTRACTOR: SUBCONTRACTOR: REASON FOR REQUEST: DOCUMENTATION CONTRACT NO. APPLICATION FOR PAYMENT NO. DATE: NIaterial Identification Description: Quant Provide Specific Location ofMaterials Stored: 2 Material Value Attach an Invoice or Quantified Statement of Value. 3 Certificate of Insurance Attach a 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 TItIe y: The Contractor hereby agrees to transfer complete ownership of all listed materials to Cornell University at the time payment is made to Contractor for the above referenced Application for Payment. The Contractor remains responsible for all contractual requirements for the above listed materials including complete installation and providing of all warranties. Signed: Date: 11 University Services EXHIBIT "I" Exhibit 1 Contractor Performance Evaluation Project Information Prolect Name: Date at Evatualkm: Project Number. EuaMatar(5): Project Team: Campus., Perfect Start Date: Substantial C.ornpletIon Contractor. Prequarcanan Te N/A Original Cent -met Arnocrit Contra CT PTCled Manager Oct -Crania, SperInteadent To Change Orae, Amount LIlareAmrary Evaluation ElFria Era-uaton Type of Contract LIPnrna Contractar WItcorttra/cr LI Com Maragernert Performance Evaluation Please give one rating for each category. Add comments as required to justify your rat1n. 1 Gu ratty of Workmanship Rate Ms corgraaors penromlance Al regards to cp.ratty or k a. Cornpilarce • a. project drawings and spec b. Workmanship quality and accuracy c. Tools — quality and suffident quarirty O. Equipment — sufficient quanbly and operating conrilSon • Q catty of 'Waite craft persorne Unacceptable 1 Poor 1 Average 1 Very Good 1 Excellent 1 2 3 4 Commems: 2 SchedultrigfProductivIty 1 2 3 4 Rate this corgi:eV= performance wiThregaror to prorhaarq and meethng COO tract scheatiks and rrtiVaunez. a. Project sonechie qua/Sy and cornpieteness b. Gamboling of project schedule c. Manpower allocation roc rnakitairilng project sOneduie • Material clialveries to rt project scrieduie e. Ability to meet sub nilW completion dale and project mileVyries 0. Prockictety or wort Tome Comments: 3 Subcontractor Management Rate this contractors eto5UCcE2 1 managing and codrolnatrq statoontraVors ((Trio subc onzracrors, rare rim conrracrorts overall project manag 'MOM pecfbfrnance). Comments: 4 1145EMBE Participation Rate Ow contIBCIWZ MEEMBE soNcNaWn efSsaa parbc.pion ror thls prcyea 000 Project Team, SuoconiraVor Werra/ Vendor. 2 4 1 2 4 55 1 2 3 4 5 Rafe 0012 M regards to 251513 a Timely suOrression Or site specific safety b. Knowledge 01 OSHA s c. implement:atm of safety rules and reguiatons I. Pro anti creation of safety awareness e. Daly and overall houseteepIng 0. Safety record g. Response to safety comers ft., N6,31441E65 of NMI,: safely 2 6 Contact Adminletrabon RatY ccraractors performance en. regards to cohttact antotasan as per crXeria bek3v. a. Tanely submtsean or complete and correct Coarnentaton regttrea lnstrance and bads b. Change order prooessIng c. Timely subrrisslon of RFls, Viop Drawings, and Change. Orders Subcontractor parergs male promptly e. Timely subrresstonc complete and oarrect payment apps Qually ot paperwork 7 Working Rata Rate tAls conaactors wkkatIonsh.ps orheipaltes CcatiV, d ressianal, subcontraMarz,etl Comments: , Stapanyiscry Po -gonna] Rating ,Rare ine oiterai pentaimance bWs cantatas an -ate angertisay peracona aid project management Rani Comments: S Contract Clone -Out Rate tits corktractoes averaY abAry i efaciently cease at the project. a. Taney corn ciabon of all puncrittet Items b. 0, Unacceptable 1 Poor 1 Average 1 Very Good 1 Excellent 1 2 3 4 5 2 3 3 4 4 5 Timely resclutlon at a oubstancing change orders Tanery submtsseon d close-oul docurnerts (G&W, A s-Bullts, Warra , General ContraMon'Subconta Ftnal Releases and QuaEty or close-out ttocumentaboo and Maly completon oil any 0 ding questions neat et Surety} 2 Commerts: 3 4 5 3 Summary Sheet 2 4 7 Project: Contractor: Performance Categories Quality of Workmanship Scheduling Subcontractor Management MBEW BE Participation Safety Contract Administration Working Relationships On -Site Supervisory Personnel Rating Contract Cl,cse-Gut Comments: Rating per Category systittfasso tingittelloti BitIttegtom getstanatat, 1,1111:111 nitagentt ettintellei tomgmen NAMPOI Weight (%) gatitttetlita 15 Ve02442,M1 10 10 ktgantintlit 10 tffiellittalgt 10 10 10 IONARAIIIN 18 WASMNIR 7 etiOURN, Scoring 0.06 0.00 Estionsomen 0.00 ;,:i*KI3)11fifROW4i1K 0.00 AnnifogAmottntit 0.00 iSftttttitg,teent, 0.00 ISIONSMOOltik 000 AtMittAgettYM 0.00 assiteMtontM 0.00 stnegineentatle 0.00 Rating Reference ComeIVContractor Evaluation Review Input (Page 5 to be filled out by the Contractor before the discussion ting) Contractor Project Date Contractor Comments: GENERAL REQUIREMENTS FOR PHILLIPS HALL MAKER LAB CORNELL UNIVERSITY ITHACA, NEW YORK May 15, 2015 TABLE OF CONTENTS SECTION 01 11 00 SUMMARY OF WORK 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 2.0 PRODUCTS - NOT USED 1 3.0 EXECUTION - NOT USED 1 SECTION 01 14 00 WORK RESTRICTIONS 1 1.0 GENERAL 1 1.1 RELATED DOCUMENTS 1 1.2 CONTRACTOR USE OF PREMISES 1 1.3 PARKING 2 1.4 CHANGEOVERS AND CONTINUITY OF SERVICES 2 1.5 OBSTACLES, INTERFERENCE AND COORDINATION 3 1.6 EQUIPMENT ARRANGEMENTS 4 1.7 SUPPORTS 4 1.8 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC 5 1.9 EXAMINATION OF PREMISES, DRAWINGS, ETC 5 1.10 STAND DOWN DATES 5 1.11 WORKING HOURS 5 2.0 PRODUCTS - NOT USED 6 3.0 EXECUTION - NOT USED 6 SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS 1 1.0 GENEL 1 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 COMPARABLE PRODUCTS 7 1.11 CONTRACTOR'S REPRESENTATION 8 1.12 ARCHITECT'S DUTIES 8 2.0 PRODUCTS - NOT USED 8 3.0 EXECUTION - NOT USED 8 May 15, 2015 SECTION 01 31 19 PROJECT MEETINGS 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 PRE -CONSTRUCTION MEETING 1 1.3 PROGRESS MEETINGS 3 2.0 PRODUCTS - NOT USED 4 3.0 EXECUTION - NOT USED 4 SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT 1.0 GENERAL 1 1.1 SUMMARY 1 1.2 RELATED SECTIONS 1 1.3 DEFINITIONS 1 1.4 PROCEDURES 1 1.5 PROCESS OVERVIEW 2 1.6 ADDITIONAL INFORMATION 4 2.0 PRODUCTS - NOT USED 4 3.0 EXECUTION - NOT USED 4 SECTION 01 32 16 CONSTRUCTION SCHEDULE 1 1.0 GENERAL 1 1.1 SUMMARY 1 1.2 RELATED SECTIONS 1 2.0 PRODUCTS 1 2.1 SCHEDULING SOFTWARE 1 3.0 EXECUTION 2 3.1 PROJECT SCHEDULE REQUIREMENTS MEETING 2 3.2 SCHEDULE SUBMISSIONS 2 3.3 SCHEDULE UPDATES 3 3.4 FORM OF SUBMISSION OF PROJECT SCHEDULE AND UPDATES 4 3.5 DISTRIBUTION 6 SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION 1 1.0 GENE L 1 1.1 DESCRIPTION 1 1.2 SUBMITTALS 1 2.0 PRODUCTS - NOT USED 1 May 15, 2015 3.0 EXECUTION 1 3.1 EXISTING CONDITION PHOTOGRAPHS 1 3.2 PROGRESS PHOTOGRAPHS 2 3.3 FINAL COMPLETION PHOTOGRAPHS 2 SECTION 01 33 00 SUBMITTAL PROCEDURES 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 SHOP DRAWINGS 1 1.3 PRODUCT DATA 2 1.4 SAMPLES 3 1.5 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS 4 1.6 CONTRACTOR RESPONSIBILITIES 4 1.7 SUBMITTAL PROCEDURES 5 1.8 RECORD SUBMITTALS 8 1.9 RESUBMISSION REQUIREMENTS 8 1.10 ARCHITECT'S DUTIES 8 1.11 DISTRIBUTION 9 2.0 PRODUCTS - NOT USED 9 3.0 EXECUTION - NOT USED 9 SECTION 01 35 29 GENERAL HEALTH & SAFETY 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 CONTRACTOR'S SAFETY PLAN 1 1.3 ASBESTOS 1 1.4 LEAD 2 1.5 ANIMAL USE FACILITIES -HAZARD COMMUNICATION 2 1.6 SITE VISITS 2 1.7 CONFINED SPACE 2 2.0 PRODUCTS - NOT USED 2 3.0 EXECUTION - NOT USED 2 SECTION 01 35 43 GENET'. L ENVIRONMENTAL REQUIREMENTS 1 1.0 GENE "t is L 1 1.1 DESCRIPTION 1 1.2 RELATED SECTIONS 1 1.3 SUBMITTALS 1 1.4 JOB SITE ADMINISTRATION 1 1.5 NOISE AND VIBRATION 2 1.6 DUST CONTROL 2 1.7 PROTECTION OF THE ENVIRONMENT 2 1.8 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK 3 May 15, 2015 1.9 HAZARDOUS OR TOXIC MATERIALS 3 1.10 DISPOSAL OF WASTE MATERIAL AND TITLE 4 2.0 PRODUCTS - NOT USED 4 3.0 EXECUTION - NOT USED 4 S SECTION 01 35 44 SPILL CONTROL 1 1.0 GENERAL 1 1.1 SPILL PREVENTION 1 1.2 SPILL CONTROL PROCEDURES 1 1.3 SPILL REPORTING AND DOCUMENTATION 4 2.0 PRODUCTS - NOT USE 1 5 3.0 EXECUTION - NOT USED 5 SECTION 01 41 00 REGULATORY REQUIREMENTS 1 1.0 GENERAL 1 1.1 PERMITS AND LICENSES 1 1.2 INSPECTIONS 1 1.3 COMPLIANCE 1 1.4 OWNER'S REQUIREMENTS 2 2.0 PRODUCTS - NOT USED 2 3.0 EXECUTION - NOT USED 2 SECTION 01 42 00 REFERENCES 1 1.0 GENERAL 1 1.1 INTENT OF CONTRACT DOCUMENTS 1 1.2 RELATED DOCUMENTS 1 1.3 DEFINITIONS 1 1.4 INDUSTRY STANDARDS 3 1.5 ABBREVIATIONS AND ACRONYMS 4 2.0 PRODUCTS - NOT USED 17 3.0 EXECUTION - NOT USED 17 SECTION 01 45 00 QUALITY CONTROL 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 CONTROL OF ON-SITE CONSTRUCTION 1 1.3 CONTROL OF OFF-SITE OPERATIONS 2 1.4 TESTING 3 1.5 OWNER'S REPRESENTATIVE 3 2.0 PRODUCTS - NOT USED 3 3.0 EXECUTION - NOT USED 3 May 15, 2015 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1 2.0 PRODUCTS 1 2.1 MATERIALS, GENERAL 1 2.2 TEMPORARY FIRST AID FACILITIES 1 2.3 TEMPORARY FIRE PROTECTION 1 2.4 CONSTRUCTION AIDS 3 2.5 TEMPORARY ENCLOSURES 3 2.6 TEMPORARY WATER CONTROL 4 2.7 TREE, PLANT AND LAWN PROTECTION 4 2.8 GUARDRAILS AND BARRICADES 5 2.9 ACCESS ROADS AND PARKING AREAS 5 2.10 PROJECT IDENTIFICATION AND SIGNS 5 2.11 SECURITY 6 2.12 FIELD OFFICES 6 3.0 EXECUTION 6 3.1 PREPARATION 6 3.2 GENERAL 6 3.3 REMOVAL 7 SECTION 01 51 00 TEMPORARY UTILITIES 1 1.0 GENET L 1 1.1 DESCRIPTION 1 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1 2.0 PRODUCTS 1 2.1 MATERIALS, GENERAL 1 2.2 TEMPORARY ELECTRICITY, LIGHTING AND WATER 1 2.3 TEMPORARY USE OF ELEVATOR 2 2.4 TEMPORARY HEAT AND VENTILATION 3 2.5 TEMPORARY CONTRACTOR TELEPHONE SERVICE 4 2.6 TEMPORARY SANITARY FACILITIES 4 4 3.0 EXECUTION 3.1 REMOVAL 4 May 15, 2015 SECTION 01 66 00 STORAGE AND PROTECTION 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 TRANSPORTATION AND HANDLING 1 1.3 STORAGE 1 1.4 PROTECTION 2 1.5 PROTECTION AFTER INSTALLATION 3 2.0 PRODUCTS - NOT USED 4 3.0 EXECUTION - NOT USED 4 SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 SUBMITTALS 2 1.3 QUALITY ASSURANCE 2 1.4 WARRANTIES 4 2.0 PRODUCTS 4 2.1 MATERIALS 4 3.0 EXECUTION 4 3.1 INSPECTION 4 3.2 PREPARATION 5 3.3 PERFORMANCE 5 3.4 CLEANING 7 SECTION 01 77 00 PROJECT CLOSEOUT 1 1.0 GENERAL 1 1 . 1 INSPECTIONS 1 1.2 SUBMITTALS 2 1.3 FINAL CLEAN UP 3 1.4 MAINTENANCE STOCK 4 1.5 ON-SITE CONSTRUCTION TRAILER REMOVAL 5 2.0 PRODUCTS - NOT USED 5 3.0 EXECUTION - NOT USED 5 1 SECTION 01 78 23 OPE' TING AND MAINTENANCE DATA 1.0 GENE " L 1 1.1 DESCRIPTION 1 1.2 FORM OF SUBMITTALS 1 1.3 CONTENT OF MANUAL 2 1.4 MANUAL FOR MATERIALS AND FINISHES 4 1.5 MANUAL FOR EQUIPMENT AND SYSTEMS 4 May 15, 2015 1.6 SUBMITTAL REQUIREMENTS 7 1.7 INSTRUCTIONS OF OWNER'S PERSONNEL 7 1.8 OPERATING INSTRUCTIONS 7 2.0 PRODUCTS - NOT USED 7 3.0 EXECUTION - NOT USED 7 SECTION 01 78 36 WARRANTIES AND BONDS 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 SUBMITTAL REQUIREMENTS 1 1.3 FORM OF SUBMITTALS (HARD COPY) 2 1.4 FORM OF SUBMITTALS (ELECTRONIC COPY) 2 1.5 TIME OF SUBMITTALS 2 1.6 SUBMITTALS REQUIRED 2 2.0 PRODUCTS - NOT USED 2 3.0 EXECUTION - NOT USED 2 SECTION 01 78 39 RECORD DOCUMENTS 1 1.0 GENEL 1 1.1 DESCRIPTION 1 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES 1 1.3 RECORDING 2 1.4 SUBMITTAL 3 2.0 PRODUCTS - NOT USED 3 3.0 EXECUTION - NOT USED 3 May 15, 2015 CORNELL UNIVERSITY SECTION 01 11 00 Ithaca, New York SUMMARY OF THE WORK SECTION 01 11 00 SUMMARY OF WORK 1.0 GENERAL 1.1 DESCRIPTION A. Work to be Done 1. Complete demolition & renovation of 408 square feet on Phillips Hall 2"d Floor into graduate student space for electrical engineering circuit board building including new glass storefront viewing window, new VCT flooring, painting, lighting upgrades, HVAC upgrades, wall mounted drawer systems, sprinkler system extension. B. The Scope of the Work 1. The scope of the WORK in all SECTIONS of this Specification shall consist of the furnishing of all labor, materials, equipment and appliances and the performance of the Work required by the Contract Documents and/or by the conditions at the site, joining all parts of this Work with itself and the Work of others to form a complete, functioning entity. 2. Items not specifically mentioned in the Specifications or shown on the drawings, but which are inherently necessary to make a complete working installation, shall be included. 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. 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*** PHILLIPS HALL MAKER LAB SUMMARY OF WORK 01 11 00-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS SECTION 01 14 00 WORK RESTRICTIONS 1.0 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 CONTRACTOR USE OF PREMISES A. The Contractor shall carry on the Work in the manner which will cause the least. interruption to pedestrian and vehicular traffic and pennit access of emergency vehicles at all times. B. 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. C. The Contractor shall maintain 20' minimum fire lane access. D. The Contractor shall post flag persons and suitable signs indicating that construction operations are under way and other warning signs as may be required. E. The Contractor shall safeguard the use by the public and Owner of all adjacent highways, roadways and footpaths, and shall conform to all laws and regulations concerning the use thereof, especially limitations on traffic and the movement of heavy equipment. Access to the site for delivery of construction materials and/or equipment shall be made only at the locations shown in the Contract Documents or approved by the Owner's Representative. F. The Contractor shall immediately remove dirt and debris which may collect on permanent roadways due to the Work. G. The Contractor shall limit the extent of its activities to that area of the site defined on the Contract Drawings as being within the Contract Limit Lines. H. 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. PHILLPS HALL MAKER LAB WORK RESTRICTIONS 01 14 00-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS 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 Guaranty of Work. 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. 1.3 PARKING A. If permitted, the Owner will designate an area for Contractor parking. 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. B. 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 (CHRIS DAVENPORT, 607-255-7135) for additional information. C. Contractor shall cooperate with Cornell Police and/or other police 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. 4. Ensure proper transportation of personnel between the designated parking area and the construction site. D. The Contractor shall remove from the parking area and staging area all temporary trailers, rubbish, unused materials, and other materials belonging to the Contractor or used under the Contractor's direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the work to their original condition, and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor shall be liable therefore. 1.4 CHANGEOVERS 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. PHILLPS HALL MAKER LAB WORK RESTRICTIONS 01 14 00-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS 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 connecting new facilities do not shut off any existing Mechanical/Electrical 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 pennission 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 (7) calendar days in advance and requests shall be submitted in writing to the Owner's Representative. H. IN THE EVENT OF AN EMERGENCY WHERE THE OWNER'S REPRESENTATIVE IS NOT AVAILABLE, THE CONTRACTOR SHALL DIAL 911 IMMEDIATELY. 1.5 OBSTACLES, INTERFERENCE AND COORDINATION A. General 1. Plans show general design arrangement. Install work substantially as indicated and verify exact location and elevations; DO NOT SCALE PLANS. 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 at least five (5) copies of drawings, detailing all such deviations or changes. PHILLPS HALL MAKER LAB WORK RESTRICTIONS 01 14 00-3 MAY 15,2015 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS 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 alignments 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 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. 1.6 EQUIPMENT ARRANGEMENTS A. Since all equipment of equal capacity is not necessarily of same arrangement, 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. 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. 1.7 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. PHILLPS HALL MAKER LAB WO RESTRICTIONS 01 14 00-4 MAY 15, 2015 CORNELL UNIVERSITY Ithaca, New York 1.8 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. SECTION 01 14 00 WORK RESTRICTIONS 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. 1.9 EXAMINATION OF PREMISES, DRAWINGS, 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 Drawings. 2. No consideration, additional monies or time extensions will be misunderstanding. 1.10 STAND DOWN DATES A. There are no stand down or restricted work dates. 1.11 WORKING HOURS on accompanying granted for alleged A. Normal work hours are 7AM-dusk Monday -Saturday except during above noted restrictions. This means that Contractor shall not permit any noise generating activities that could disturb residents to take place outside of these hours. Should any conditions necessitate work to extend beyond these hours — Contractor may submit a detailed written 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. PHILLPS HALL MAKER LAB WORK RESTRICTIONS 01 14 00-5 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS B. During Construction periods, no work shall take place prior to 9AM in a Residence Hall, Fraternity, Co -Op, Sorority, or any type of Housing Unit. Residence Halls requires 72 hours notification to the Student & Academic Services representative prior to entering a Residence Hall or Student Room. This does not apply to Fraternity, Co -Op or Sorority House which require 24 hours notification to the Facilities Manager. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 14 00*** PHILLPS HALL MAKER LAB WORK RESTRICTIONS 01 14 00-6 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS 1.0 GENERAL 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. 2. a. Products that are not available from Contractor's preferred suppliers does not constitute unavailability of product. 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 terns "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 performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. PHILLIPS HALL MAKER LAB SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS C. Basis -of -Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis -of -design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers narned 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 Foran, 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 ASSURANCE A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perforin compatibility tests recommended by manufacturers. B. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. PHILLIPS HALL MAKER LAB SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT 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 PROCEDURES A. Coordination: Modify or adjust affected work as necessary to integrate work of accepted substitutions and approved comparable products. 1.7 EQUIVALENTS — APPROVED EQUAL 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 be 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 determined is necessary for the Project. The Contractor may at its option use any product other than that specified in the Contract Documents provided the same is approved by the Architect in accordance with the procedures set forth in Paragraph B of this Section 1.4. In all cases the Architect shall be the sole judge as to whether a proposed product is to be approved and the Contractor shall have the burden of proving, at its own cost and expense, to the satisfaction of the Architect, that the proposed product is similar and equal to the named product. In making such determination the Architect may establish such objective and appearance criteria as it may deem proper that the proposed product must meet in order for it to be approved. 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. 5. Request for approval of proposed equivalents will be received by the Architect only from the Contractor. PHILLIPS HALL MAKER LAB SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS B. Equivalents or Approvals After Bidding 1. Request for approval of proposed equivalents will be considered by the Architect after bidding only in the following cases: (a) the named product cannot be obtained by the Contractor because of strikes, lockouts, bankruptcies or discontinuance of manufacturer and the Contractor makes a written request to the Architect for consideration of the proposed equivalent within ten (10) calendar days of the date it ascertains it cannot obtain the named product; or (b) the proposed equivalent is superior, in the opinion of the Architect, to the named product; or (c) the proposed equivalent, in the opinion of the Architect, is equal to the named product and its use is to the advantage of the Owner, e.g., the Owner receives an equitable credit, acceptable to it, as a result of the estimated cost savings to the Contractor from the use of the proposed equivalent or the Owner determines that the Contractor has not failed to act diligently in placing the necessary purchase orders and a savings in the time required for the completion of the construction of the Project should result from the use of the proposed equivalent; or (d) the proposed equivalent, in the opinion of the Architect, is equal to the named product and less than ninety (90) calendar days have elapsed since the Notice of Award of 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 arrangement of duct work, piping, wiring, conduit or any other part of the work from that specified, detailed or indicated in the Contract Documents, the contractor shall provide the same at its own cost and expense. 1.8 CONTRACTOR'S OPTIONS A. B. For products specified only by reference standard, select any product meeting that standard, by any manufacturer. For products specified by naming products and manufacturers named. 1. Products: several products or manufacturers, select any one of 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. Substitutions may be considered, unless otherwise indicated. PHILLIPS HALL MAKER LAB SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-4 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS b. Non -restricted List (Available Products): Where Specifications include paragraphs or subparagraphs titled "Available Products" or that include the phrase "include, but are not limited to, the following", and include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product. 2. Manufacturers: a. Restricted List (Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Manufacturers" or that include the phrase "provide products by one of the following", and include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products for Contractor's convenience will not be considered. Substitutions may be considered, unless otherwise indicated. 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. b. Non -restricted List (No List of Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Basis -of -Design Product", and do not include a list of other manufacturers' names, provide the specified or indicated product or a comparable product by another manufacturer that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. PHILLIPS HALL MAKER LAB SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-5 MAY 15, 2015 CORNELL Ithaca, New C. D. UNIVERSITY York SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS For products specified by naming one or more products or manufacturers and stating "or equal", the Contractor shall submit a request as for substitutions, for any product or manufacturer not specifically named. Such substitution shall have been listed on Bid Fonn as required in Instructions to Bidders. If not so listed, no substitution will be allowed. For products specified by naming only one product and manufacturer, no option and no substitution will be considered unless listed on the Bid Form as provided in the Instructions to Bidders. 1.9 SUBSTITUTIONS A. B. C. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 21 days prior to time required for preparation and review of related submittals. Substitutions for Convenience: Submit requests for substitution within thirty (30) days of contract award. Submit a separate request for each substitution in triplicate. Support each request with: 1. Completed "Substitution Request Form" in approved format attached at end of this Section. 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. 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. PHILLIPS HALL MAKER LAB SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-6 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS 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 COMPARABLE 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. 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. PHILLIPS HALL MAKER LAB SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-7 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS 1.11 CONTRACTOR'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. 1.12 ARCHITECT'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*** PHILLIPS HALL MAKER LAB SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-8 MAY 15, 2015 SUBSTITUTION REQUEST FORM Project: To: Substitution Request Number: From: Date: Project Number: RE: Contract For: Specification Title: Section # Page: Article/Paragraph: Proposed Substitution: Manufacturer: Address: Phone #: Trade Name: Model #: Installer: Address: Phone #: History: U New product U 2-5 years old U 5-10 years old U More than 10 years old Differences between proposed substitution and specified product: U Point -by -point comparison data as evidence of equivalency attached - REQUIRED BY ARCHITECT Reason(s) for Not Using Specified Item: Similar Installation(s): (Attach separate sheet if required) Project: Architect: Address: Owner: Date Installed: Proposed substitution affects other parts of Work: U No U Yes; explain LIST SAVINGS IN SPACES PROVIDED ON BID FORM Savings to Owner for accepting substitution: ($ Proposed substitution changes Contract Time: U No U Yes; Add/Deduct days. Supporting Data Attached (Include documentation required under Section 012500, Article 'Action Submittals') U Product Data U Drawings U Tests U Reports U Samples U Cost Info U Annotated Spec U Certificates U Qualification Data U Schedule U Reports U CONTRACTOR'S CERTIFICATION Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be provided for proposed substitution as would have been provided for specified product. • Same maintenance service and source of replacement parts, as applicable is available. • Proposed substitution will not affect or delay Construction Progress Schedule. • Cost data as stated above is complete and includes all related costs for the substitution and for other portions of the Work that must be changed as a result of the substitution. Claims for additional costs related to accepted substitution which may subsequently become apparent shall be waived. • Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including architectural or engineering design (unless indicated otherwise), detailing, and construction costs caused by the requested substitution as stated in General Conditions Article 2, Section 2.03. • Coordination, installation, and changes in the Work will be made as necessary for accepted substitution to be complete in all respects. • Proposed substitution complies with requirements in the Contract Documents (except deviations as indicated in substitution request), is compatible with related materials, and is appropriate for applications indicated. Submitted by (Contractor): Dated: Lontractor Signature: Firm (Contractor): Address: Telephone: Comments: Fax: Email: Originated by (Subcontractor, Supplier, or Other): Dated: Subcontractor or Supplier Signature: Firm: Address: Telephone: Fax: Email: Comments: ARCHITECT'S EVALUATION AND RECOMMENDATION Recommend Acceptance of Substitution — Owner consent (below) and execution with the 'Agreement', or execution of a Change order or Construction Change Directive, is required for final acceptance. _. Recommend Acceptance of Substitution as Noted — Owner consent (below) and execution with the 'Agreement', or execution of a Change order or Construction Change Directive, is required for final acceptance. Recommend Rejection of Substitution - Use specified products. Substitution Request Received Too Late - Use specified products. Consideration of Substitution Request Not Allowed - Use specified products. Signed by: Dated: omments: OWNER'S REVIEW AND ACTION (Acceptance of Substitution not valid without Owner's signature, and not valid without Owner's execution with Agreement or execution of a Change order or Construction Change Directive). Substitution Accepted - Make submittals in accordance with Specification Section 013300. Substitution Accepted as Noted - Make submittals in accordance with Specification Section 013300. Substitution Rejected - Use specified products. Signed by: Dated: Comments: CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS SECTION 01 31 19 PROJECT MEETINGS 1.0 GENERAL 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. Commissioning Agent 5. Major Subcontractors 6. Major suppliers PHILLIPS HALL MAKER LAB PROJECT MEETINGS 01 31 19-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS 7. Safety Representatives for the Owner and Contractor 8. Commissioning Agent 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 PHILLIPS HALL MAKER LAB PROJECT MEETINGS 01 31 19-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS 10. Temporary utilities 11. Safety and first-aid procedures a. Site specific safety 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. Commissioning Agent, as appropriate to agenda 6. Subcontractors as appropriate to the agenda 7. Suppliers as appropriate to the agenda 8. 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 PHILLIPS HALL MAKER LAB PROJECT MEETINGS 01 31 19-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS 9. Planned progress and schedule, during succeeding work period 10. Coordination of schedules 11. Review submittal schedules; expedite as required 12. Maintenance of quality standards 13. Building Commissioning 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. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ****END OF SECTION 01 31 19*** PHILLIPS HALL MAKER LAB PROJECT MEETINGS 01 31 19-4 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT 1.0 GENERAL 1.1 SUMMARY 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 organize the training, support and maintenance of the ePM Website System for the entire project team for the period of its use on the Project. B. There are no fees to utilize this system. 1.2 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 team to collaborate in a centralized and secured repository: All project -specific correspondence, workflow processes, and documentation will be stored and routed within the ePM system. 1.4 PROCEDURES A. Users will be provided a username and password. The Contractor shall log into the 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 PHILLIPS HALL MAKER LAB ELECTRONIC PROJECT MANAGEMENT 01 31 50-1 (ePM) SYSTEM MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT 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 team 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 (RFI): 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. 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, PHILLIPS HALL MAKER LAB ELECTRONIC PROJECT MANAGEMENT 01 31 50-2 (ePM) SYSTEM MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT 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. 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 will issue reports on conforming items in the ePM system. The Contractor is required to review and respond with corrective actions in the system. O. 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. Q. Budget and Cost Management — Contractor to provide estimates and work breakdown structure (WBS) to provide Owner with accurate budget/cost analysis. PHILLIPS HALL MAKER LAB ELECTRONIC PROJECT MANAGEMENT 01 31 50-3 (ePM) SYSTEM MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT 1.6 ADD T ONAL INFORMATION 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*** PHILLIPS HALL MAKER LAB ELECTRONIC PROJECT MANAGEMENT (ePM) SYSTEM 01 31 50-4 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE SECTION 01 32 16 CONSTRUCTION SCHEDULE 1.0 GENERAL 1.1 SUMMARY A. This Section establishes the Contractor's obligation to prepare, use and update a Critical Path Method ("CPM") network plan for the entire Work and related activities which are essential to the progress of the Work to be designated as the Project Schedule. This Section describes the requirements for development, approval, utilization, and updating of the Project Schedule. B. Submit monthly Project Schedule updates. C. Submit to Owner and Architect a cash flow projection in accordance with Schedule of Values. D. Submit electronic versions of all schedules, including updates, as well as all back-up to the submitted schedules. 1.2 RELATED SECTIONS A. General Conditions Article 5 — Time of Completion. B. General Conditions Article 9 — Coordination and Cooperation. C. Section 01 33 00 — Submittal Procedures. 2.0 PRODUCTS 2.1 SCHEDULING SOFTWARE A. The Contractor shall use the current version of Primavera Project Planner Version 3.1 or later to develop and update the Project Schedule, and all submissions of Project Schedule data in electronic form required in this Section shall be in Primavera Project Planner format. An alternate program may be proposed as a substitute "or equal" program to the Owner for review. B. In order to be acceptable as a substitute for the use of Primavera Project Planner, the Contractor's software must be capable of exporting all Project Schedule data in a format that may be opened, read, and modified using the current version of Primavera Project Planner without loss of functionality or information. C. Terms used herein with reference to the Project Schedule shall have the same definitions as those used within the Primavera Project Planner software. PHILLIPS HALL MAKER LAB CONSTRUCTION SCHEDULE 01 32 16-1 MAY 15, 2015, CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE 3.0 EXECUTION 3.1 PROJECT SCHEDULE REQUIREMENTS MEETING A. The Contractor shall meet with the Owner within five (5) work days after notice to proceed to conduct a joint review of the Project Schedule requirements in this section. 3.2 SCHEDULE SUBMISSIONS A. General Requirements: 1. Prepare a Critical Path Method (CPM) Project Schedule 2. Activity durations shall be in units of whole work days. Unless a longer duration is approved by the Owner, durations for activities other than submittal and procurement activities shall not exceed fifteen (15) work days. 3. Except for the first and last activities in the Project Schedule, each activity shall have at least one predecessor and one successor relationship to form a logically connected network plan from NTP to the Contract completion date. 4. Provide activities that have a labor value no greater than $5,000. Each activity shall be cost and resource loaded. Labor, material and equipment shall be clearly identified and valued. 5. The Contractor shall provide the native electronic files of the CPM schedule, graphics, cost and resource reports required under this Section and/or as requested by the Owner at no additional cost throughout the entire project performance period until Project completion is achieved. Contractor shall also provide all documents in PDF electronically created from the native files to PDFs (not scans). B. Baseline Project Schedule: 1. Within ten (10) calendar days following NTP, the Contractor shall submit a proposed Project Schedule in the form specified in 3.04. 2. The Owner will review schedules and return review copy within five (5) days after receipt. 3. If required, resubmit within five (5) days after return of review copy. C. Technical Requirements: 1. Show the complete sequence of construction by activity. 2. At a minimum show the dates for the beginning, and completion of, each major element of construction. Specifically list: PHILLIPS HALL MAKER LAB CONSTRUCTION SCHEDULE 01 32 16-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE a. All submittal and review activities, including preparation of shop drawings, calculations, samples, and mockups, testing of mockups, and Owner review of submittals; b. All procurement activities, including awarding of subcontracts and fabrication, testing, and delivery of materials and equipment; c. All field activities, including mobilization, demobilization, construction, site clearing, site utilities, foundation work, structural framing, subcontractor work, equipment installations, finishes, pre -installation meetings, start-up, testing, balancing, commissioning, and punchlist. 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. D. Submittals Schedule for Shop Drawings, Product Data and Samples: Submit Submittals Schedule within ten (10) calendar days after date of commencement of work. 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. 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. 3.3 SCHEDULE UPDATES A. Submit progress update schedules to accompany each application for payment. B. Indicate progress of each activity to date of submission. C. 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 PHILLIPS HALL MAKER LAB CONSTRUCTION SCHEDULE 01 32 16-3 MAY 15, 2015 CORNELL Ithaca, New D. UNIVERSITY York SECTION 01 32 16 CONSTRUCTION SCHEDULE When change orders are proposed, potential delays are anticipated, or delays are experienced, the Contractor shall submit a written Time Impact Analysis (TIA) describing the effect of each potential change order, potential delay, delay, or Contractor request on the Substantial Completion Date: The Time Impact Analysis shall meet the requirements for submittal of a Schedule Revision including a fragnet with sufficient supporting documentation to enable the Owner to make a determination on the Contractor's request for time extension. 2. The TIA shall be performed by inserting a fragnet into a copy of the current schedule at the time the impact was identified or occurred. 3. All TIAs shall be incorporated into the current schedule and not prior schedules. Thus, the current schedule shall be updated, accepted, and TIAs incorporated each month. E. All approved change orders must be incorporated in the following month's schedule update. 3.4 FORM OF SUBMISSION OF PROJECT SCHEDULE AND UPDATES A. All proposed versions of the Project Schedule shall be submitted as follows. 1. The Contractor shall submit an electronic copy of native file and PDF versions of all generated reports. 2. The Preliminary Schedule and proposed Project Schedules shall have the NTP date as the data date, and shall reflect no progress of work activities; 3. Fonnat of column listings: The chronological order of the start of each item of work, activity ID, activity description, early start, late start, early finish, late finish, original duration, remaining duration, percent completion, area code, responsibility code, total float, budgeted cost, budgeted quantity, and calendar ID. 4. Narrative: The Contractor shall submit a narrative including explanation of the following: a. The contract substantial completion date; b. The approach used to plan and sequence the work, including considerations of site logistics, Contract milestones, and where applicable, phasing and coordination with other contractors; c. Steps taken to address exceptions to prior submissions; and d. Identification of all intentional deviations from the specific requirements of this Section, together with a justification for approval of the deviation. e. Description of the activities on the primary and secondary critical paths. PHILLIPS HALL MAKER LAB CONSTRUCTION SCHEDULE 01 32 16-4 MAY 15, 2015 CORNELL Ithaca, New B. UNIVERSITY York Project Schedule Updates shall be submitted as follows: SECTION 01 32 16 CONSTRUCTION SCHEDULE The Contractor shall submit an electronic copy of the Project Schedule Update The Contractor shall submit all proposed revisions after the initial Project Baseline Schedule submission in fragnet form. 3. The Contractor shall submit with all Preliminary Schedule and Project Schedule Updates a narrative addressing the following: a. Current projected substantial completion date and the number of days ahead/behind the contract substantial completion date; b. Variance from prior schedule forecasted (substantial) completion date c. Progress achieved against the planned critical path during the period; d. Description of major work activities performed during the month prior to the Update; e. Description of major work activities anticipated to be performed during the month following the Update; f. The approach used to plan and sequence the work, including considerations of site logistics, Contract milestones, and where applicable, phasing and coordination with other contractors; g Description of the activities on the primary and secondary critical paths during the month prior to the Update. Any changes to the primary Critical Path since the prior month's update with reason as to wiry it is now the critical path; h. Sources of potential Project delay, including activities or groups of activities whose float has diminished over the course of prior Updates and their potential impact on the schedule; i. Pending items (submittal reviews, answers to requests for information, change orders, requests for time -extensions, etc.) affecting critical path activities and activities with limited or diminishing available float; j. All revisions introduced into the Project Schedule since the prior Update, the reason for the revision, the Activity ID of all activities affected by the revision, and the impact, if any, to the float for each such activity, as well as the Project completion date; and k. All exceptions taken by the Owner to the Contractor's prior Update and whether they were resolved or not. 1. Identification of all intentional deviations from the specific requirements of this Section, together with a justification for approval of the deviation Steps taken to address exceptions to prior submissions; PHILLIPS HALL MAKER LAB CONSTRUCTION SCHEDULE 01 32 16-5 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE n. The effect of new changes on schedule. 3.5 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*** PHILLIPS HALL MAKER LAB CONSTRUCTION SCHEDULE 01 32 16-6 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 32 33 Ithaca, New York PHOTOGRAPHIC DOCUMENTATION SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION 1.0 GENERAL 1.1 DESCRIPTION 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 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 tluroughout 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 PHOTOGRAPHS A. Before commencement of selective demolition, take photographs of Project area and surrounding areas, including existing items to remain during construction. PHILLIPS HALL MAKER LAB PHOTOGRAPHIC DOCUMENTATION 01 32 33-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 32 33 Ithaca, New York PHOTOGRAPHIC DOCUMENTATION 3.2 PROGRESS PHOTOGRAPHS 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. C. Provide photographs of any wall assembly containing MEP, A/V or any infrastructure that will thereafter become concealed -prior to closure. Note location on Key Plan. 3.3 FINAL COMPLETION PHOTOGRAPHS 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*** PHILLIPS HALL MAKER LAB PHOTOGRAPHIC DOCUMENTATION 01 32 33-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES SECTION 01 33 00 SUBMITTAL PROCEDURES 1.0 GENERAL 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 SHOP DRAWINGS A. Drawings shall be newly prepared information 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. 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. PHILLIPS HA. MAKER LAB SUBMITTAL PROCEDURE 01 33 00-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 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 print as a "Record Document". 1.3 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. 8. Submittals: 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". PHILLIPS HALL MAKER LAB SUBMITTAL PROCEDURE 01 33 00-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 1.4 SAMPLES 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 Samples cured and finished as specified and physically identical with material or product proposed. 1. Mount or display Samples in manner to facilitate review of qualities indicated. 2. Identify Samples with generic description, product name, and name of manufacturer. 3. Submit Samples for review and verification of size, kind, color, pattern, and texture. 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. 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 from electronically via the electronic project management. PHILLIPS HALL MAKER LAB SUBMITTAL PROCEDURE 01 33 00-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 1.5 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS A. Quality assurance and quality control submittals include design data, test reports, certifications, manufacturer's instructions, and manufacturer's field reports. B. Professional design services or certifications: Where Contract Documents require professional design services or certifications by a design professional, Contractor shall cause such services or certifications to be provided by a qualified design professional, whose registration seal shall appear on drawings, calculations, specifications, certifications, Shop Drawings, and other submittals prepared by such professional. Architect shall be entitled to rely upon adequacy, accuracy, and completeness of services, certifications, or approvals performed by such design professionals. C. Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies as specified in the Contract Documents. D. Manufacturer's instruction: Preprinted instructions concerning proper application or installation of system or product. E. Manufacturer's field reports: Reports documenting testing and verification by manufacturer's field representative to verify compliance with manufacturer's standards or instructions. F. Submittals: 1. For electronic 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 Docume 1.6 CONTRACTOR RESPONSIBILITIES ,, 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. PHILLIPS HALL MAKER LAB SUBMITTAL PROCEDURE 01 33 00-4 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 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. 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 1.7 SUBMITTAL PROCEDURES 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. PHILLIPS HALL MAKER LAB SUBMITTAL PROCEDURE 01 33 00-5 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 3. Prepare and transmit each submittal inaccordance 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 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. 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. PHILLIPS HALL MAKER LAB SUBMITTAL PROCEDURE 01 33 00-6 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 4. Include following information on label for processing and recording action taken. a. Project name and number. b. Date of submission and the dates of any previous submissions. c. Contract identification. d. Name of Architect. e. Name and address of Contractor. f. Name of subcontractor. g. Name of manufacturer. 11. Name of supplier. i. Drawing, detail or specification references, including section number, as appropriate to clearly identify intended use of product. j. Field dimensions, clearly identified as such. k. Relation to adjacent or critical features of the work or materials. 1. Applicable standards, such as ASTM or Federal Specification numbers. m. A blank space for the Architect's stamps. 5. Identification of revisions on re -submittals, other than those noted by the Architect on previous submittals. 6. Shop drawings with the comment "by others" are not acceptable. All such work must specifically identify the related responsible subcontractor. C. Submittal Transmittal 1. Package each submittal appropriately for transmittal and handling. 2. Transmit each submittal using a transmittal form. 3. On transmittal, record relevant information including deviations from Contract Document requirements, including minor variations and limitations. 4. Transmit submittals via the electronic project management system to Architect unless otherwise noted or directed. 5. Where noted or directed, transmit submittals via the electronic project management system to Architect's consultant and forward copy of transmittal form to Architect. PHILLIPS HALL MAKER LAB SUBMITTAL PROCEDURE 01 3300-7 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York 1.8 RECORD SUBMITTALS A. Provide a record copy of the submittal (hard and electronic format) for the O&M Manual. 1.9 RESUBMISSION REQUIREMENTS 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. 1.10 ARCHITECT'S DUTIES SUBMITTAL PROCEDURES A. Review submittals with reasonable promptness as identified in 1.8, paragraph 5 of this Section. B. Notations on the Submittal Review Stamp mean the following: 1. "No Exception" indicates that no deviations from the design concept have been found and Work may proceed. 2. "Make Corrections Noted" indicates that deviations from the design concept which have been found are noted, and the Contractor may proceed accordingly. 3. "Revise and Resubmit" or "Rejected" 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. C. Informational Submittals: 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. 1. Architect will forward informational submittals without action. 2. Architect will reject and return informational submittals not in compliance with Contract Documents. D. Incomplete Submittals: Architect will return incomplete submittals without action. E. Unsolicited Submittals: Architect will return unsolicited submittals to sender without action. F. Return submittals to Contractor for distribution, or for resubmission. PHILLIPS HALL MAKER LAB SUBMITTAL PROCEDURE 01 33 00-8 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 1.11 DISTRIBUTION 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*** PHILLIPS HALL MAKER LAB SUBMITTAL PROCEDURE 01 33 00-9 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY SECTION 01 35 29 GENERAL HEALTH & SAFETY 1.0 GENERAL 1.1 DESCRIPTION A. This Section provides requirements for general health and safety during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub -contractors involved in the project. 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 CONTRACTOR'S SAFETY PLAN A. The Contractor will submit a site Safety Plan for review by Cornell University before commencement of work on the site. The safety plan should address site specific safety concerns related directly to the Work being done. The following safety plan review checklist is provided to assist contractors in tailoring their safety plan to the Work. Safety plans that inadequately address safe operations and equipment will be returned for resubmission. Failure to submit an appropriate site safety plan may result in denial of the payment. B. In addition, Contractor shall provide the names and contact information for all site safety persormel, including the Site Health and Safety Officer. 1.3 ASBESTOS A. All products provided for use in construction at Cornell University are to be free of asbestos. At Substantial Completion, prior to beneficial service, the Contractor shall provide a signed certification form "Exhibit AC" stating that all Contractor supplied & installed products are 100% asbestos free. The Contractor has to attach applicable Safety Data Sheets/ Material Safety Data Sheets for each product documenting a 100% asbestos free status. The University may provide random testing of products for asbestos content. Any Contractor installed product found to contain asbestos shall be classified as defective work. Defective work shall be corrected by the Contractor as specified in the General Conditions. B. Attached for the Contractor's information are lead based paint and asbestos reports which represent samples taken within the building. C. Removal and disposal of material containing asbestos shall be performed by the Owner under separate contract. PHILLIPS HALL MAKER LAB GENERAL HEALTH & SAFETY 01 35 29-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY 1.4 LEAD A. Building niay contain lead based paint. The Contractor shall protect workers in accordance with OSHA regulations. The Contractor selects the means and/or methods to address the presence of lead based paint, and must concurrently protect its workers based on the Contractor's means and/or methods. Lead was a common ingredient in paint until 1978. PHILLIPS HALL was constructed in 1955. The Contractor is required to submit a lead plan that is site specific, indicating that the protective measures the Contractor proposes meet the OSHA standard 1926.62 "Lead in Construction Standards". This site specific plan should address the particular methods the Contractor intends to protect its workers, the building occupants and the building structure based on its selection of addressing the presence of lead based paint. 1.5 ANIMAL USE FACILITIES -HAZARD COMMUNICATION A. Certain facilities at Cornell may be used for research, testing or teaching with animals. Some individuals may be at greater risk for health symptoms and effects from direct or indirect exposure to animals. Individuals with medical conditions such as immunocompromised health status, allergies, pregnancy or anticipated pregnancy may be at greater risk. It is the responsibility of the Contractor to inform their employees of associated potential risks and take appropriate action with respect to their health and safety. Questions regarding the presence of animals in a specific facility may be directed to the Owner's Representative or Facility Manager. 1.6 SITE VISITS A. The undertaking of periodic Site Visits by Architects, Engineers or the Owner shall not be construed as supervision of actual construction, or make them responsible for the safety of all persons; or make them responsible for means, methods, techniques, sequences or procedures of construction selected by the Contractor or its Subcontractors; or make them responsible for safety programs and precautions incident to the Work, or for the safe access, visit, use, Work, travel or occupancy of any person. 1.7 CONFINED SPACE A. The Contractor shall be responsible for the identification of confined space in accordance with OSHA requirements. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED PHILLIPS HALL MAKER LAB GENERAL HEALTH & SAFETY 01 35 29-2 MAY 15, 2015 CORNELL UNIVERSITY Ithaca, New York SECTION 01 35 29 GENERAL HEALTH & SAFETY Job - Specific Safety Manual Checklist Jobsite Name: Job No: General Contractor: Jobsite Location: Subcontractor: Scope of Work: Prime Contractor: Completed by: Shops: Date: Standard Applies to this Contractor? Designated Competent Person YIN name) „„. ,Mo';;;,giumOnta Subpart C - General Provisions 1926.20 - .35 Subpart D - Occupational Health & Environmental. Controls 1926.50 - .66 Gases, Vapors, Fumes, Dusts, Mists 1926.55 Lead 1926.62 Subpart E - Personal Protective Equipment 1926.95 - .107 Subpart F — Fire Protection & Prevention 1926.150 - .159 Subpart G — Signs, Signals and Barricades 1926.200 - .203 Subpart H — Materials Handling, Storage, Use & Disposal 1926.250 - .252 Subpart I — Tools — Hand & Power 1926.300 - .307 Subpart J — Welding & Cutting 1926.350 - .354 Subpart K — Electrical 1926.400 - .449 PHILLIPS HALL MAKER LAB GENERAL HEALTH & SAFETY 01 35 29-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL, HEALTH & SAFETY Standard Applies Designated to this Competent Contractor? Person Y/N (employee name) Subpart L — Scaffolds 1926.450 - .454 Subpart M — Fall Protection 1926.500 - .503 Subpart N — Cranes, Derricks, Hoists, Elevators, & Conveyors 1926.550 - .556 Subpart P — Excavations 1926.650 - .652 Subpart Q — Concrete & Masonry Construction 1926.700 - .706 Subpart R — Steel Erection 1926.750 - .761 Subpart S — Tunnels, Shafts, Caissons, Cofferdams, & Compressed Air 1926.800 - .804 Subpart T — Demolition 1926.850 - .860 Subpart U — Blasting & Use of Explosives 1926.900 - .914 Subpart V — Power Transmission & Distribution 1926.950 - .960 Subpart X — Stairways & Ladders 1926.1050 - .1060 Subpart Y — Commercial Diving Operations 1926.1071 — 1090 Recordkeeping — 1926.1091 - .1092 Subpart Z — Toxic and Hazardous Substances 1926.1100 - .1152 PHILLIPS HALL MAKER LAB GENEHEALTH & SAFETY 01 35 29-4 MAY 15, 2015 LDELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS April 16`I', 2015 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 Website: www.deltaengineers.com Re: Philips Hall (Building 203911) Rooms 217 & 217A Maker Lab Renovation Project Asbestos Bulk Sampling - Bulk Sample Report Cornell Work Order No. 7976803 Delta Project No.: 2015.030.092 Dear Mr. Houseknecht: Enclosed, please find the Asbestos Bulk Sample Report Form, the associated Laboratory Analytical Result Sheets, and the Sample Location Drawing for the bulk sampling performed by Delta Certified Inspector Michael J. Staudt. The sampling was performed on April 9`i', 2015 and addressed suspect materials with the potential to be impacted by the upcoming Phillips Hall Room 217 & 217A Maker Lab Renovation Project. The specific locations and associated materials to be sampled were those as delineated on the Drawings provided by the Cornell Project Manager Chris Davenport. Based on a review of these drawings and the affected areas, a total of twenty-two (22) bulk samples were collected representing eleven (11) suspect homogenous materials. Eighteen (18) samples were "Non -Friable Organically Bound" (NOB) representing nine (9) homogenous materials. The remaining four (4) samples collected were non -NOB representing two (2) homogenous materials. The Brown w/ Red & White Streaks 9" x 9" Floor Tile and its associated Black Mastic (mastic also present under non -asbestos Pink Mottled 12" x 12" replacement tile) were reported as being Asbestos Containing (floor tile 9.8% / mastic 1.5%). These tiles and associated mastic are present under carpeting in both rooms Results for all other samples were reported as being '`No Asbestos Detected". Bulk sample analysis was performed by AmeriSci New York, Inc., an independent laboratory approved/ accredited by the NYS Department of Health (ELAP), the American Industrial Hygiene Association (AIHA), and the National Voluntary Laboratory Accreditation Program (NVLAP). Analysis of all Non - NOB materials was performed by Polarized Light Microscopy (PLM) following the NYS DOH ELAP 198.1 Methodology. Analysis of all Non -Friable Organically Bond (NOB) materials was initially performed by Polarized Light Microscopy (PLM) following the NYS DOH ELAP 198.6 Methodologies. If the PLM results were reported as "non -asbestos", the sample was then analyzed by Transmission Electron Microscopy (TEM) following the NYS DOH ELAP 198.4 Methodology. "Positive Stop" sample analysis protocol was utilized for a given homogenous material set with multiple samples and based on this; twenty-one (21) of the twenty-two (22) samples collected were analyzed. "1W ITC a Sal mL ss CXtension 0our clirnts' organizations DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. e ,je{1. e ,seetee,W 444 \ ,44 4 90(0-120 R se,N; 4„4444444, 444 Page 2 of 10 Please reference the Asbestos Bulk Sample Report Form for sample particulars and details. If you have any questions, or require any other information, please feel free to contact me at your convenience. Respectfully, DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. Stephen Prislupsky Director of Environmental Services Alt: Project Paperwork "We arc a scamles.s extension of our ctints organizations DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. Page 3 of 10 ‘,q'a4,,i,SialatOUVAI:INVIQA*eatr!1&‘&.`1,,, 111 Attachment A Asbestos Bulk Sample Report Form "We are a seamless extension of our clients'organiza ions" .6600 Fax 607.231.6640 860 Hooper Road, Endwell, NY 13760 Tel: 607.23 Delta Proj. No.: 2015.030.092 Asbestos Inspector: Michael J. Staudt Number of Samples Collected: 221 Number of Samples Analyzed: PLM - 21 / TEM - 16 Work Order No.: Date Sampling Performed: 04/09/2015 Laboratory: AmeriSci Client: Cornell University 1Building Code: 2039H 464)0) 0 4) 0 3 0 4) 0 (0 0- 4) a_ 2 .>, < c7J1'. E CV Eo 00 ec NA NA ND ND ND ND ND ND ND ND ND Z wwwwwwatmet ileSPLIVOetaltant ND ND ND ND ND ND ND ND ND ND ND ND ND 0 Z ;;;;;;;;;;;;;;;; ND ND ND ND ND ND ND ND ND ND ND ND ND 0 Z 1, . (.3 <3 Misc. Misc. Misc. <3 Misc. o o Misc. o t <3 V- o 0 cG , = White Drywall - Room 217A White Joint Compound Room 217 White Joint Compound - Room 217A White/Gray 2'xZHeavy Textured Drop- in Ceiling Tile 'Room 217A White/Gray 2'x2'Heavy Textured Drop- in White/Gray 2'x2'Fissured Drop-in Ceiling Tile - Room 217 White/Gray 2'x2'Fissured Drop-in Ceiling Tile Tl|e-Room 217 Tan Mastic from Non -Suspect 4" Black Vinyl Cove Base - Room 217 Tan Mastic from Non-Suspec4" Black Vinyl Cove Base - Room 217 White Cap Geola� from FiberglassPipm�| Insulation - Room 217 White Cap Sealant from Fiberglass P Insulation ' Room 217 Gy�a�nt�omM��Ou�Seams - ��Ronm217 Gray Sealant from Metal Duct Seams - Room 217 .t. .0.t CV CV CV CV NI CV CV CV NI CV CV CV CV CV •c-- 0 c- 0 NI CD RI CD CO CD CO 0 st 0 "Zr 0 t() 0 CO CD CO 0 CO 0 h- CD h- 0 < c- o CO s -CV o < 0 03 NV 0 < CO o CO CO o < st o Ca 'Ps" 0 < LO o CO to o < (.0 0 Ca CO o < 1`.-- o CO r - 0 W , NI CF) 0 6 co o Lci O CV , NJ 0) 0, 6 co o 1.6 O CV 2015.030.092 -1 2015.030.092 - 2015.030.092' , NI 0) 0 6 co 0o is> O NJ , CV 0) C3 6 co Lc> o 0.1 , CV 0) 0 6 co 0 Lri 0 0.1 2015.030.092 - , CV 0) CD 6 co o td r CV , CV 0) o 6 co o vi ..,-- CV 2015.030.092 - 464)0) 0 4) 0 3 0 4) 0 (0 0- 4) a_ 2 .>, < c7J1'. E CV Eo 00 ec ND ND ND ND (i) 0- Z (1) 0. z c..E; 0 v- (1) a. z ND ND ND ND o eo 0"; Cl- Z Trace Trace 0. , ND ND ND ND Chrysotile Chrysotile •,.‘' 6 u) 6 u.) Misc. 6 (0 ...."' 6 co . — cn 2 (I) Tan Mastic from Loose Laid Carpet - :Room 217 Tan Mastic from Loose Laid Carpet - Pink Mottled 12^x12^Floor Tile ' Room Pink Mottled 12'x 12" Floor Brown x/Red & White Streaks 9" x 9" Misc. Floor Tile - Room 217 Brown m/Red & White Streaks B^xS" Floor Tile - Room 217 Black Mastic from Pink Mottled 12" x i2'Floor Tile ' Room 217A Black Mastic from Brown wI Red & White Streaks 9" x 9" Floor Tile - Room LL N N N N C4 N ('4 N CO 0 CO 0 0) CD (5) 0 0 V" 0 v" e..." V" em• v • < CO 0 CO CO 0 < CS) 0 CO 0) 0 4:t 0 ..r" CO 0 N— < 03 v'. v- N a) Q Q co c) 1.6 o . V - - N 2015.030.092 - 2015.030.092 - 2015.030.092 - 1 N cr) cio 07 o cti T.• N 2015.030.092 - 1 cv 0) o o or) o Lo 00 CV 2015.030.092 - NA/PS - Not Analyzed, Positive Stop NA - Not Analyzeby Methodolog ND - No Asbestos Detected HA - Homogenous Area Trace / < 1% - Non -asbestos by definition Misc - Miscellaneous Material TSI - Thermal System Insulation 46 a) 0) ca 0_ 0 a) 0 0 0 > 0 a) CL To -a a5 (0 > .o_ (I) (1) = (3 < (/) (7) N- (71 N. U) < c E Eo o o E (...) DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. Page 4 of 10 $,AmoVF*ItWrY *41,,nOte,vmtPu0g04gikATAV4VAM, Attachment B Laboratory Analytical Result Sheets "We are a scamle.ss cxtotsion of OUY clients' 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 04/10/15 Date Examined 04/11/15 AmeriSci Job # 215042347 P.O. # E # 11480 Page 1 of 5 RE: 2015.030.092; Cornell University; Phillips Hall Room 217 & 217A Renovation Project - Limited Pre -Renovation Asbestos Survey, Client Project No.: 7976803 Client No. 1 HGA Lab No. Asbestos Present Total % Asbestos 2015.030.092-01A 215042347-01 01 Location: Floor 2, Room 217 - White Drywall Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Cellulose 6 %, Fibrous glass Trace, Non-fibrous 94 % No NAD (by NYS ELAP 198.1) by Enisa Lalic on 04/11/15 2015.030.092-01B 215042347-02 01 Location: Floor 2, Room 217A - White Drywall Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Cellulose 4 %, Fibrous glass Trace, Non-fibrous 96 % No NAD (by NYS ELAP 198.1) by Enisa Lalic on 04/11/15 2015.030.092-02A 215042347-03 02 Location: Floor 2, Room 217 - White Joint Compound Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 100 % No NAD (by NYS ELAP 198.1) by Enisa Lalic on 04/11/15 2015.030.092-0213 215042347-04 02 Location: Floor 2, Room 217A - White Joint Compound Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 100 % No NAD (by NYS ELAP 198.1) by Enisa Lalic on 04/11/15 2015.030.092-03A 215042347-05 No 03 Location: Floor 2, Room 217A - White / Gray 2' X 2' Heavy Textured Drop -In Ceiling Tile Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 22.4 % NAD (by NYS ELAP 198.6) by Enisa Lalic on 04/11/15 See Reporting notes on last page AmerjScj Job #: 215042347 Client Name: Delta Einowrs PLM Bulk Asbestos Report 2015.030.092; Cornell University; Phillips Hall Room 217 & 217A Renovation Project - Limited Pre -Renovation Asbestos Survey, Client Project No.: 7976803 Page 2 of 5 Client No. / HGA Lab No. Asbestos Present Total % Asbestos 2015.030092-03B 215042347-06 No 03 Location: Floor 2, Room 217A - White / Gray 2' X 2' Heavy Textured Drop -In Ceiling Tile Analyst Description: GreyHomogeneous, Non -Fibrous, BuIk Material Asbestos Types: Other Material: Non-fibrous 23.6 % NAD (by NYS ELAP 198.6) UyEnisaLm|in on 04/11/15 2015.030.092-04/\ 215042347'07 No 04 Location: Floor 2.Room 217'White / Gray 2'X2'Fissured Drop -In Ceiling Tile Analyst Descrlption: Grey, Homogeneous, Non -Fibrous, BuIk Matenal Asbestos Types: Other Material: Non-brous 35.8 % NAD (by NYS ELAP 198.6) by Enisa La|ic on 04/11/15 2015.030.092-04B 215042347-08 No 04 Location: Floor 2, Room 217 - White / Gray 2' X 2' Fissured Drop -In Ceiling Tile Analyst Description: Grey, Homogeneous, Non -Fibrous, BuIk Material Asbestos Types: Other Material: Non-fibrous 38.8 % NAD (by NYS ELAP 198.6) by Enisa Lalic on 04/11/15 2015.030.092-054 215042347'09 No 05 Location: Floor 2, Room 217 - Tan Mastic From Non -Suspect 4" Black Vinyl Cove Base Analyst Descrlptlon: Tan, Homogeneous,Non-Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 45 % NAD (by NYS ELAP 198.6) by Enisa Lalic on 04/11/15 2015.030.092-05B 215042347-10 No 05 Location: Floor 2, Room 217 - Tan Mastic From Non-Suspec4" Black Vinyl Cove Base Analyst Descrption: Tan, Homogeneous, Non -Fibrous, BuIk Material Asbestos Types: Other Materia!: Non-fibrous 34 % NAD (by NYS ELAP 198.6) by Enisa La|iu on 04/11/15 2015.038.092-06A 215042347-11 No 06 Location: Floor 2, Room 217 - White Cap Sealant From Fiberglass Pipe Insulation Analyst Description: White, Homogeneous, Non-FiUmuu.Bulk Material Asbestos Types: Other Material: Non-fibrous 12.7 % NAD (by NYS ELAP 198.6) hyEnioa Lo|in on 04K11/15 See Reporting notes onlast page AmeriSci Job #: 215042347 Client Name: Delta Engineers PLM Bulk Asbestos Report 2015.030.092; Cornell University; Phillips Hall Room 217 & 217A Renovation Project - Limited Pre -Renovation Asbestos Survey, Client Project No.: 7976803 Page 3 of 5 Client No. / HGA Lab No. Asbestos Present Total % Asbestos 2015.030.092-06B 215042347-12 No NAD 06 Location: Floor 2, Room 217 - White Cap Sealant From Fiberglass Pipe Insulation (by NYS ELAP 198.6) by Enisa Lalic on 04/11/15 Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 12.4 % 2015.030.092-07A 215042347-13 No NAD 07 Location: Floor 2, Room 217 - Gray Sealant From Metal Duct Seams (by NYS ELAP 198.6) by Enisa Lalic on 04/11/15 Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 18.1 % 2015.030.092-07B 215042347-14 No NAD 07 Location: Floor 2, Room 217 - Gray Sealant From Metal Duct Seams (by NYS ELAP 198.6) by Enisa Lalic on 04/11/15 Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 18.7 % 201 5.030.092-08A 215042347-15 No NAD 08 Location: Floor 2, Room 217 - Tan Mastic From Loose Laid Carpet (by NYS ELAP 198.6) by Enisa Lalic on 04/11/15 Analyst Description: Tan, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 34.8 % 2015.030.092-08B 215042347-16 No NAD 08 Location: Floor 2, Room 217A - Tan Mastic From Loose Laid Carpet (by NYS ELAP 198.6) by Enisa Lalic on 04/11/15 Analyst Description: Tan, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 33.1 % 2015.030.092-09A 215042347-17 No NAD 09 Location: Floor 2, Room 217A - Pink Mottled 12" X 12" Floor Tile (by NYS ELAP 198.6) by Enisa Lalic on 04/11/15 Analyst Description: Peach, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 19.1 % See Reporting notes on last page AmeriSci Job #: 215042347 Client Name: Delta Engineers PLM Bulk Asbestos Report 2015.030.092| Cornell University; Phillips Hall Room 217 & 21 7A Renovation Projectject - Limited Pre -Renovation Asbestos Survey, Client Project No.: 7976803 Page 4 of 5 Client No. / HGA Lab No. Asbestos Present Total % Asbestos 2015.030092-09B 215042347-18 No NAD 09 Location: Floor 2.Room 217A'Pink Mottled 12^X12~Floor Tile (by NYS ELAP 198.6) by Enisa Lalic on 04/11/15 Analyst Description: Peach, Homogeneous, Non -Fibrous, Buk Material Asbestos Type : Other Material: Non-fibrous 18.9 % 2015.030.092-10A 215043347-18 Yes 10 Location: Floor 2, Room 217 - Brown W/ Red & White Streaks 9" X 9" Floor Tile AnalAnalyst Descrlptlon: Brown, Homogeneous, Non -Fibrous, BuIk Matenal Asbestos Types: Chrysotile 9.8 % Other Material: Non-fibrous 31.7 % 9.8% (by NYS ELAP 198.6) by Enisa Lalic on 04/11/15 2015.030.092-10B 215042847-20 10 Location: Floor 2, Room 217 - Brown W/ Red & White Streaks 9" X 9" Floor Tile Analyst Description: Bulk Material Asbestos Types: Other Material: NA/PS � 2015.030.092-11A 215042347-21 Yes Trace (<0.25 % pc) 11 Location: Floor 2, Room 217A Black Mastc From Pink Mottled 12" X 12" FloorTile (EPA 400 PC) by Enisa Lalic on 04/11/15 Analyst Description: Black, Hnmngnneouo, Nnn-Flbmuo, Bulk Material Asbestos Types: Chrysotile <0.25 % pc Other Material: Non-fibrous 16.9 % 22015.030.092-11B 215042347-22 Yes Trace /<O.25%ou\1 11 Location: Floor 2.Room 217 - Black Mastic From Brown mKRed & White Streaks 9~X (EPA 400 PC) 9" Floor Tile by Enisa Lalic on 04/11/15 Analyst Description: Black, Momogenoous, Non -Fibrous, Bulk Material Asbestos Types: Chrysotile <0.25 % pc Other Material: Non-fibrous 16 % Soo Reporting notes on Iast page AmeriSci Job #: 215042347 Client Name: Delta Engineers PLM Bulk Asbestos Report 2015.030.092; Cornell University; Phillips Hall Room 217 & 217A Renovation Project - Limited Pre -Renovation Asbestos Survey, Client Project No.: 7976803 Page 5 of 5 Reporting Notes: (1) Sampepreparedforan.a �W 198.6method Analyzed by: Enisa Lalic *NAD/NSD =no asbestos detect , NA =n ed; NA/PS=not analyzed/positive stop; PLM Bulk Asbestos Analysis by EPA 600/M4-82-020 per 40 CFR 763 (NVLAP Lab Code 200546-0), ELAP PLM Method 198.1 for NY friable samples, which Includes the Identification and quantitation of vermiculite or 198.6 for NOB samples or EPA 400 pt ct by EPA 600/M4-82-020 (NY ELAP Lab ID11480); 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 Lab # 102843, RI Cert#AAL-094, CT Cert#PH-0186, Mass CerVAA000054. Reviewed By: END OF REPORT C V a. .0 4- 0 e 0 < < < < 0 0 0 0 0 0 0 0 0 0 0 0 a a '5 w ,_ z z z z < a < a < < a • a c0cc tm co 2 • z z z z z z z z z z z z (rs 1,.. o) $ AmeriSci Job #: 215042 Client Name: Delta Engineers • • z a) E >. a_ .0 •E' zik' u) a) 0 oc3 c) 0 0 c) 0 c) c) ci c) c) 52 < a a a < < < <..9 ec ec er e ct .) .* CD _11 < Z Z Z Z Z Z Z 2 Z Z Z Z Z Z Z a) t z (i) cf) o V) a) .0 (i) < c o ..4.7 . "1- 0 cO CO P' .- 0 11- ZD15 I 1 ri ui cci c! c: 1": 14' gli N (.) V) 14 e° CI esi C \I e° vi: oi z — u) -o >, 112 ea E c 'zi <1 CO 75 a) a .211- Z ci c\ i c5. c� 0 co r- 4 Zi) ,..- N c9 CD 0) Cl »1-. r- o a) 3 : 1 -h: (7;" r.,) — c.) 0,1 (,) GO (-) _ & 12 0 a- In o go 12 C C = tn 0 ..... IC. ••4. CO > 0) 0) 0 0 CO C= CO 03 0) 03 CO a) w e c 03 W > C Q) 6 1.5 eff5 Lg. 1 :- - .,- c co co 1- -cr 3'... to to -a- 'T •cr 10 e' C7I co 6 0. ca c cT) CO 0 0 0 _Nc c..) =2 to co 1 Ei = E E 1 2 2 kr c) 0 2 F-- ,t- 0 t 0 co — CO 0 o c0 - csi I 1 Cl) 6 ci. o 1Y 0. ca. an V) = '0 8 7 7 cf ) co co 0 c 1 1 c ,..9 6. i's) o o 0 2. V- a CN X E E Z Z 0 0 E co E co . I. 000 . . 2 co o 2 > LL U_ CL '80 c..) .0 -a —) .a) 0 RS Ca ._ CD a) 0 co cl ...a . .E I- c ro co CI5 .c < < C1. CE r-- r- a) t.- r... , ,.... , r- Dco &(74 0- , .6 c \I `c.i (71 -- . N C7.1 = 8 vi 8 0 0 0 8 8 E 0 0 0 0 0 o cc Dt E; X M CC W W CL ct (..) 01 (Ni. N (-4 N. CNI. Csi CNI. C‘i oi e4 8 8 8 o o 8 o :ci o o o 0 0 0 co u_ u_ u_ r Li .. u_ E E E 8 0 0 0 0 :o o :o :o ra t.) N. 0 o -1 0 2015.030.092-06A m co 2015.030.092-06B 2 4) Er - o u_ 0 E 0 0 2015.030.092-07A E el CO • 0 0 0 E N 20 03 8 co N - (s.1 a) p- c> C•I (:)C1 E E. Er N c‘i00 ("1 .030.092-08A 0 2015.030.092-08B LL LL 11. LL LL. E E 471 ir) g AmeriSei Job #: 215042347 Client Name: Delta Engineers 0.) co co co r -- z• • a) a) 10 CO 0 tO a) 10 al > E u) wfl V) 11 .C13 V E C L71 < cl) — 0 .02, ez 1g V_ .172 0 a' vi .0 s x o co X 0 N" (7i co co 10 _c a. 10 w .> a) c 0 co 0 en O uJ 'r? ,e- 0 0 as 0 < < < < .4= < 2 Z 2 2 o _to Z 0 ..c 0)o c z — a E E T. co co (0 CD ae 0. E 0 u) 0 o. a) E co Chrysotile 9.8 C7). co •c- C) LO CO 0 z £ to q q 10 10 j= co fel 8 17. Er, x ,.0 . (0 w r-- co h- -a- co r- j.7. o , to (.i Cel 04 04 _ye 7 e- ci 0 0 0 0 to 0 0 0 o a) .0 ei.. co N ..a) r x a) coC4 0 co <:-., ocs ,--. co co -- ,- .- ....- •co -o o co er Et 2 2 -- o o c c co x .x i 0E.' 0202 CO 7 CD r-- r- r•-• 0) (‚4 01'4 iNi c7i o •,- 6 N EE E 8 8 8 0 0 6 8 ix ec cc E, rfc csi 04 Csi hi 0 0 0 0 X 41 2015.030,092-09A 2015.030.092-11A stic From Pink Mottled 12" X 12" Floor Tile m 217A - Blac 2015.030.092-116 Streaks 9" X 9" Floor oor 2, Room 217 - Black Mastic From Brown W/ Red & Wh 5 E z c 30. to Ki ci) a. >- 5 z E .5 (0 1:0 co 11 2 "cf3 o < a) -6 S'• -ra 0 :C) Q TO 5 -0 cocoa; Z Z ). 11 EL c° » '270;tFZ CL 5 (0 •E 01 W 0) a) 0 c 14 -c - co co. Eto co -o a) • • ft) o 42 Tv 2;), -6 .23 0 TT,' 00c. >- (0 (0 (0 0 0 c o 2 z ui2 76 < so z < cr cci.isi 0, a) (7) •••= El- E Ta ° C ID) w 0 co -r > 8' in CC U- g 113- 6'3 o z 0 o — 4 E. 5 E — 9 — 0 CV CL • - < 4 a, 2 w cr 0)(11> .„('' as • - co < m ga. m :a rz J c7) 6 c w8 8 = 0 a) o. 4 w co E n z E T. a) -0 T. c6 0 > 1•5 8 2 7, co "0" f7) c c < (11 o - co 0) O- m co CD CO CO M -C3 ja E c = co ,6 — < -10 CO -J CL) Ca- < = a) ›. g > C't ••er• E .0 a) z c c cn t•-• -KO 117, r-1101 0 CNJ (NI 2015.030.092 elta Project No. Client Project N c c 0 c.) E o oP- _ a. o 0> Ec0 a) < o r- (7 e1 a. ors Description / Sample Location WhiteiDrywall - Room 217 WhitelDrywall - Room 217A WhitelJoint Compound - Room 217 WhiteiJoint Compound - Room 217A WhiteiGray 2' x 2' Heavy Textured Drop-in Ceiling Tile - Room 217A Whit4Gray 2' x 2' Heavy Textured Drop-in Ceiling Tile - Room 217A _ WhitJGray 2' x 2' Fissured Drop-in Ceiling Tile - Room 217 Whit Gray 2' x 2' Fissured Drop-in Ceilin• Tile - Room 217 Material Condition Intact -6 c "... t; IIS *."` Intact Material Type 0 Misc. Misc. Misc. Misc. Misc. Misc. Misc. Sample Number < 0 0 0 04 a < M 0 Ca V) a < 0 00 'sr a 2015.030.092 - 2015,030.092 - a) o d ce3 c> (0 Eo (NI 2015.030.092 - ra a) 0 ci co o 6 rp 0.1 2015.030.092 - I 2015.030.092 - 2015.030.092 - C4. oE O 0 (O (V) 'Cr) N Q) ,C o C X a) c0 @ LL TD O O (U C7) M N O (O a) H (D >- z w W C▪ O 0 0 O O m V 0 0 m z N 0 d o. E la co CO LO O O) atr 0 e�6 0 7 O N 0 Turnaround 2015.030.092 DeltaProject No.: ....................... ___ 0 0 (o r— co Client Project No.: Michael J. Staudt Collected By: ComeII Unive 0 0 ti N E O a) o .O cc D_ c = o u) �0 > O C cc Q d N tLe5 0 (0 0 C Cd a N r-+ E J Description / Sample Location 0 0 Material Type Sample Number is from Non -Suspect 4" Black Vinyl Cove Base - Room 217 co 1— N 0 0 O LO O 2015.030.092 - ti N E O O CC a) co (0 0 U T 0 (0 00 0 a) 0 N O z E 0 0 N c co 1 - N ti N E O O R' O (0 N a N (0 (0 rn a) a LL E 2 (0 a) 0) 0 (0 U N CO CO 1 1— N N 0 (0 m N O 0) a) 0 N N N 0 0 0 0 0 0 (00 ((00 0 0 1-13. C 0 U 0 rC U U 0) 0 O 0 N O 0 0 (f) 0 0 (0 m L0 0 CD O Q O WDO O O 0 m OO 0 0 r r DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. Page 5 of 10 4nVi \ jn' "n4 st \ A ,1 ,Aipn nn, ens ,0‘ s Attachment C Cornell Project/ Sample Location Drawing "We are seamless ex tens on of our clients' orgonizations" CN keIRMISMO. 03 0 0 CN DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. 01, .1,1nwra,0 "VAAV,40 OA" A 'NO V0k*s OM *V" "*.A Attachment D Photos Page 6 of 10 HA 01/02/03 — White Drywall, White Joint Compound, & White/Gray 2' x 2' Heavy Textured Drop-in Ceiling Tile, Non Asbestos "We are a seamless extension of our clients' organizations" DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. .04.M6,0}.1r4,W0:&",11 "04(W;z Page 7 of 10 ,16.4‘ p 14#14 1), 140,444,11,' „v.w.1,1604441,0, HA 04 — White/Gray 2' x 2' Fissured Drop-in Ceiling Tile, Non Asbestos HA 05 — Tan Mastic from Non -Suspect 4" Black Vinyl Cove Base, Non Asbestos "Wc (IN a sem-Rios extension of our clientsorganizations" DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. 41C,O;f<04 n*IN`,040,W, 110112111114 Atatassiomittlaw Page 8 of 10 MrelOAL ',4104100' ,,,SNAVN$4110, "geWtOrt410'4, :4^ hatch( HA 06 — White Cap Sealant from Fiberglass Pipe Insulation, Non Asbestos \*. , HA 07 — Gray Sealant from Metal Duct Seams, Non Asbestos "Wc are a scanacss extcnsion of our clients organizations" DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. 1.1 r•R'''"°q4C4'Sfi' Page 9 of 10 HA's 08/09 — Tan Mastic from Loose Laid Carpet & Pink Mottled 12" x 12" Floor Tile, Non Asbestos HA's 10/11 — Brown w/ Red & White Streaks 9" x 9" Floor Tile & Black Mastic from Brown w/ Red & White Streaks 9" x 9" Floor Tile, Asbestos Containing "We arc a seamless extension of our clients' organizations" DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. '110".";i4V,,NPV0 IPAW31:4044,1*„,ivrt 1*•,,,.* • • , • • ••• ••. • • l'••• hignialigNellialiganidatang Page 10 of 10 Non Suspect Brick and CMU Block Non Suspect Painted Concrete "WC (l)L (I S LSS XCUSiOfl Of our L him ts' organi-,-xitions" CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York Cornal.1 laniversity Facilities Services CONTRACTOR'S CERTIFICATION OF SBESTOS FREE, MATERIALS (ETLIIIAtAC GENERAL HEALTH & SAFETY OWNER C17 [7.1 CONTRACTOR 0 FIELD Li GTE -MR LI PROJECT: TO OW7,.,TERL- paeul & deintssi CORNELL UNrCERSITY Facilities Contracts 121 Htmaphreys Senice Buildins Ithaca, New CONTRACT NUMBER: CONTRACT FOR CONTRACT DATE: DATE OF ISSUANCE: The undersigned hereby certifies that materials and equipment fumiched for or installed in catmedian with all wnlz, labor, and senrices pap -sided with respect to the performance of the Contract referenced above shall be free of asbestos and any asbestos containing material The undersigned shall protide any and all documents support -inn such certification which may reascasably be required the Om:nu, including where applicable Safety Data Sheets or Material Safety Data Sheets. SUPPORTING DOCUMENTS ATTACHED HERETO: Material Safety Data Sheets CONTRACTOR: 2*.n2ed .416tts) State of County of. Subscribed and snorn to before me this Dew of 20 BY: NAME: (Sigma:age of authored representative) (Pruaed name) TITLE: ***END OF SECTION 01 35 29*** PHILLIPS HALL MAKER LAB GENERAL HEALTH & SAFETY 01 35 29-5 MAY 15,2015 CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS 1.0 GENERAL 1.1 DESCRIPTION A. This Section and the listed Related Sections provides minimum requirements for the protection of the environment during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub -contractors involved in the project. 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. 1.2 RELATED 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 ADMINISTRATION 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 during all working hours. 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. PHILLIPS HALL MAKER LAB GENERAL ENVIRONMENTAL REQUIREMENTS 01 35 43-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 1.5 NOISE AND VIBRATION A. Limit and control the nature and extent of activities at all times to minimize the effects of noise and vibrations. Take adequate measures for keeping noise levels, as produced by construction related equipment, to safe and tolerable limits as set forth by the Occupational Safety and Health Administration (OSHA), the New York State Industrial Code Guidelines and Ordinances and all City, Town and Local ordinances. Equip all construction equipment presenting a potential noise nuisance with noise -muffling devices adequate to meet these requirements 1.6 DUST CONTROL A. Take adequate measures for controlling dust. 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. 11; in the opinion of the Owner's Representative, the Contractor is not adequately controlling dust, the Owner will first notify the Contractor. If the Contractor does not take adequate actions necessary, the Owner may, at the Contractor's expense, employ alternative means to control dust. C. Erect, maintain, and remove when appropriate barriers or other devices, including mechanical ventilation systems, as required by the conditions of the work for the protection of users of the project area, the protection of the work being done, or the containment of dust and debris. All such barriers or devices shall be provided in conformance with all applicable codes, laws, and regulations including OSHA. 1.7 PROTECTION OF THE ENVIRONMENT A. Construction procedures observed by the Contractor, its subcontractors and other employees shall include protection of the environment, in accordance with all pertinent Cornell standards, policies, local laws, executive orders, ordinances, and federal and state regulations. Construction procedures that are prohibited in the undertaking of work associated with this Contract include, but are not limited to: I. Dumping of 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. PHILLIPS HALL MAKER LAB GENERAL ENVIRONMENTAL REQUIREMENTS 01 35 43-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 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 NYCRR Part 703.5) and other potential contaminants. If necessary, obtain permission 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. 1.8 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK 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. 1.9 HAZARDOUS OR TOXIC MATERIALS 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. PHILLIPS HALL MAKER LAB GENERAL ENVIRONMENTAL REQUIREMENTS 01 35 43-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 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. 1.10 DISPOSAL OF WASTE MATERIAL 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*** PHILLIPS HALL MAKER LAB GENERAL ENVIRONMENTAL REQUIREMENTS 01 35 43-4 MAY 15, 2015 aterial Disposal Plan Contractor Waste Contact Name/Number/Email: 1. Contractor Name: Contract No.: Project Name/Desc CU Project Manager: Project End Date: Project Start Date: 2. Check all hazardous materials Destination or Disposal Location Transporter osn-au Waste Management 12TAI JoloaquoD CU- Mgt spunwo S 3Iqu'ITAV SCESIN Source J010aTTLIOD IpILIOD palumpsH 0 ...ii% r. 0 VI 0 (Z) Category 1 c4 ..,, r--, CO 0 C/) PCBs Asbestos Lead Mercury Chromium Other Toxic Metals (describe in section 4) Mold Light Bulbs Thermostats Batteries Used Oil Contaminated PPE & Materials Other (describe in section 4) No hazardous waste terial Disposa Contractor Waste Estimated Quanti ,.., , 0 01. ct ... 4-. w •.- = •.- 0 C.) 4 CC 00 Facility Address Disposal Facility Name .-• lo o 0.) -4—• cs C..) c, L) Clean soil Non C&D solid waste Other (describe in section IV) No non -hazardous waste will be generated aterials expected to be generated during the project: 4. Further description of wa 5. Contractor Certification "0 -ch • 4s.f, =.0 0 o • 0 a) >< as a) `,--4 o., g • 00.0 cu E ct .2 a) (c/t) E o V) 0 • Ty C). 7't c -0 at) • — a)•— a) • bl) 0 CD 0 ff._ a) •Td > c/s 0 a) • — 0 „ ct, .,__. ._0 C-) ()0 cn (/'0 0 0 9 0.) . c E/5 CO 0 -6 '8 "0 0 ,L1 0 A... 0 bri co a) 71-• _ 0 000 0 o cf) 0 44C't t) C/D 0.) a.) O • 0 -0 CO a.) c.n f r* 0 a) c• o E 0 0 0 0 CD 0 Contractor Signature Definitions for Use with Contractor Waste Material Disposal Plan: The following is not solid waste: Discarded materials that are being beneficially used pursuant to 6NYCRR 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 environment 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 (NYCRR) 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 NYCRR 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, drywall, 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 I of3 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&D 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 NYCRR 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 NYCRR Part 371.3 or 40 CFR 261.24. Light Bulbs: All spent lamps or light bulbs being disposed that are regulated in 6 NYCRR 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 NYCRR 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 NYCRR 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 NYCRR 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 NYCRR 374-2 or 40 CFR 279" Thermostats: Any mercury -containing thermostat as defined in 6 NYCRR 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 3of3 CORNELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL S SECTION 01 35 44 SPILL CONTROL 1.0 GENERAL 1.1 SPILL PREVENTION A. In order to minimize the potential for discharge to the environment of oil, petroleum, or hazardous substances on site, the following requirements shall apply to all projects: 1. All oil, petroleum, or hazardous materials stored or relocated temporarily on site during the construction process shall be stored in such a manner as to provide protection from vehicular damage and to provide containment of leaks or spills. Horizontal diked oil storage tanks, temporary beans or barriers, or similar methods shall be employed as appropriate at each site. 2. Any on-site filling or dispensing activities shall occur within an area in which a temporary berm, boom, or similar containment barrier has been placed to prevent the inadvertent discharge to the environment of harmful quantities of any products. 3. All oil, petroleum, or hazardous materials stored on site shall be located in such a manner as to minimize the potential of damage from construction operations or vehicles, away from drainage ways and environmentally sensitive areas, and in accordance with all fire and safety codes. 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 PROCEDURES All Contractor personnel working at the project site shall be knowledgeable of the potential health and safety concerns associated with petroleum and other hazardous substances that could potentially be released at the project site. Following are a list of activities that should be conducted by the Contractor in the event of an oil/petroleum spill or the release of any other hazardous substance. In the event of a large quantity spill that would require cleanup procedures that are beyond the means of the Contractor, an emergency spill cleanup contractor shall be hired by the Contractor. In the event the Contractor has the personnel necessary to clean up the spill, the following procedures shall be followed: A. Personnel discovering/responding to a spill shall: 1. Identify and locate the source of the spill. If unsafe conditions exist, leave the area, inform nearby personnel, notify the site supervisor, and initiate spill reporting (Section 1. 3). PHILLIPS HALL MAKER LAB SPILL CONTROL 01 35 44-1 MAY 15, 2015 CORNELL UNIVERSITY 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. 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. PHILLIPS HALL MAKER LAB SPILL CONTROL 01 35 44-2 MAY 15, 2015 CORNELL UNIVERSITY 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. 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. Take appropriate action to monitor for: (1) leaks; (2) pressure build-ups; (3) gas generation; or (4) ruptures in pipes, valves, or other equipment. PHILLIPS HALL MAKER LAB SPILL CONTROL 01 35 44-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL 1.3 SPILL REPORTING AND DOCUMENTATION In the event of a spill CALL CORNELL POLICE AT 255-1111 who will notify the appropriate departments within the university and coordinate with the contractor for external reporting, if required. The contractor shall be responsible for the initiation of spill reporting and documentation procedures. All petroleum spills must be reported to NYSDEC Spill Hotline at 1-800- 457- 7362, less than two hours following discovery. Notification must be made to Cornell Environmental Health and Safety (EH&S), 607.255.8200, within 24 hours of reporting the release. The Contractor will be expected to provide EH&S with the DEC issued spill number. Any petroleum spill must be reported to NYSDEC unless ALL of the following criteria apply: TABLE 1 CRITERIA TO EXEMPT SPILL REPORTING 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 unknown amount of a hazardous substance must also be immediately reported to NYSDEC Spill Hotline. Spills of reportable quantities of chemicals or "harmful quantities"2 of oil to navigable waters must be reported to the federal National Response Center, 1-800-424-8802. Spill 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. PHILLIPS HALL MAKER LAB SPILL CONTROL 01 35 44-4 MAY 15, 2015 CORNELL 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 NYCRR Part 597, then the Contractor shall do the following: 1. Call to the National Response Center shall be made by the person in charge of the site. The applicable phone numbers are 1-800-424-8802 or 1-202-426-2675. 2. Within 14 days of the release, submit a written description of the release. The description should include: (1) a description of the release, (2) the type of material released, (3) estimated amount of the spill; (4) the date of the release, (5) an explanation of why the release occurred; and (6) a description of the measures to be implemented to prevent and control future releases. (1)Reportable Ouautity: 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)Harmrafitl 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*** PHILLIPS HALL MAKER LAB SPILL CONTROL 01 35 44-5 MAY. 15, 2015 CORNELL UNIVERSITY SECTION 01 41 00 Ithaca, New York REGULATORY REQUIREMENTS SECTION 01 41 00 REGULATORY REQUIREMENTS 1.0 GENERAL 1.1 PERMITS AND 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, plumbing, backflow prevention, dig safe and building demolition. 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 permits shall be issued and maintained tluough 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 NYS 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 alarm 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 NYS 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. 1.3 COMPLIANCE A. The Contractor shall give all notices, pay all fees and comply with all laws, rules and regulations applicable to the Work. PHILLIPS HALL MAKER LAB REGULATORY REQUIREMENTS 01 41 00-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 41 00 Ithaca, New York REGULATORY REQUIREMENTS 1.4 OWNER'S REQUIREMENTS 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*** PHILLIPS HALL MAKER LAB REGULATORY REQUIREMENTS 01 41 00-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES SECTION 01 42 00 REFERENCES 1.0 GENERAL 1.1 INTENT OF CONTRACT DOCUMENTS 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. BCNYS Referenced Codes 3. National Electric Code 4. Occupational Safety and Health Administration (OSHA). 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 DOCUMENTS A. Drawings and general provisions of the Contract, including General and other Division 1 Specification Sections, apply to this Section. 1.3 DEFINITIONS A. "General": Basic Contract definitions are included in the Conditions of the Contract. B. "Contract Documents": The Contract Documents consist of the Agreement between Owner and Contractor, General Conditions, General Requirements, Drawings, Specifications, addenda issued before execution of the Agreement, other documents listed in the Agreement, and modifications issued after execution of the Agreement. PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES C. "The Contract": The Contract Documents form the Contract for construction and represent the entire integrated Agreement between the Owner and Contractor. D. "The Work": The work comprises the completed construction required by the Contract Documents and includes all labor necessary to produce such construction and all materials and equipment incorporated in such construction. E. "Owner": Cornell University a New York corporation. F. "Architect/Engineer": The Architect or Engineer is the person lawfully licensed to practice architecture and/or engineering in the state of New York, identified as such in the Owner Contractor Agreement, and is referred to throughout the Contract Documents as if singular in number. The terms Architect and/or Engineer mean the Architect and/or his authorized representative. G. "Contractor": The Contractor, person, firm, or corporation with whom the Construction Agreement contract is made by Owner. H. "Subcontractor": A person, firm, or corporation, supplying labor and/or materials for work at site of the project for and under separate contract or agreement with Contractor. 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 teens 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 similar operations. O. "Reinstall". To place back into a former position. P. "Replace". Provide a substitute for. 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. PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES T. U. "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. "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. W. X. Y. Z. AA. "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. "Samples": Physical examples furnished to illustrate materials, equipment or workrnanship, and to establish standards by which the work will be judged. "General Conditions": The standardized contractual provisions describing the responsibilities, rights and relationships of the Owner and Contractor under the construction contract. "Contract Limit Lines": A limit line or perimeter line established on the drawings or elsewhere in the contract documents defining the boundaries of the site available to the contractor for construction purposes. "to do", "provide", "furnish", "install", etc., in these Specifications or on Drawings are directions given to the Contractor; 1.4 INDUSTRY STANDARDS A. B. C. 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. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-3 MAY 15, 2015 CORNELL Ithaca, New D. ADAAG CFR FS UFAS UNIVERSITY York SECTION 01 42 00 REFERENCES 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. Americans with Disabilities Act (ADA) Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities Available from Access Board www.access-board.gov Code of Federal Regulations Available from Government Printing Office www.gpoaccess.gov/cfi/index.html Federal Specification Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mil Available from Defense Standardization Program www.dps.dla.mil (800) 872-2253 (202) 272-0080 (866) 512-1800 (202) 512-1800 (215) 697-6257 Available from General Services Administration (202) 619-8925 www.gsa.gov Available from National Institute of Building Sciences (202) 289-7800 www.nibs.org Uniform Federal Accessibility Standards Available from Access Board www.access-board.gov 1.5 ABBREVIATIONS AND ACRONYMS A. AA (800) 872-2253 (202) 272-0080 Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. Aluminum Association, Inc. (The) www.aluminum.org AAADM American Association of Automatic Door Manufacturers www.aaadm.com AABC Associated Air Balance Council www.aabchq.com (703) 358-2960 (216) 241-7333 (202) 737-0202 PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-4 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES AAMA American Architectural Manufacturers Association (847) 303-5664 www.aamanet.org AASHTO American Association of State Highway and Transportation Officials www.transportation.org (202) 624-5800 AATCC American Association of Textile Chemists and Colorists (The) (919) 549-8141 www.aatcc.org ABAA Air Barrier Association of America (866) 956-5888 www.airbarrier.org ABMA American Bearing Manufacturers Association (202) 367-1155 www.abma-dc.org ACI ACI International (American Concrete Institute) www.aci-int_org (248) 848-3700 ACPA American Concrete Pipe Association (972) 506-7216 www.concrete-pipe.org AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257-2530 www.aeic.org AF&PA American Forest & Paper Association (800) 878-8878 www.afandpa.org (202) 463-2700 AGA American Gas Association www.aga.org AGC Associated General Contractors of America (The) www.agc.org AHAM Association of Home Appliance Manufacturers www.aham.org Asphalt Institute www.asphaltinstitute.org AIA American Institute of Architects (The) www.aia.org AISC American Institute of Steel Construction www.aisc.org AISI American Iron and Steel Institute www.steel.org (202) 824-7000 (703) 548-3118 (202) 872-5955 (859) 288-4960 (800) 242-3837 (202) 626-7300 (800) 644-2400 (312) 670-2400 (202) 452-7100 PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-5 MAY 15, 2015 CORNELL UNIVERSITY Ithaca, New York SECTION 01 42 00 REFERENCES AITC American Institute of Timber Construction (303) 792-9559 www.aitc-glulam.org ALCA Associated Landscape Contractors of America (Now PLANET - Professional Landcare Network) ALSC American Lumber Standard Committee, Incorporated (301) 972-1700 www.alsc.org AMCA Air Movement and Control Association International, Inc. (847) 394-0150 www.amca.org ANSI American National Standards Institute (202) 293-8020 www.ansi.org AOSA Association of Official Seed Analysts, Inc. (505) 522-1437 www.aosaseed.com APA APA - The Engineered Wood Association (253) 565-6600 www.apawood.org APA Architectural Precast Association (239) 454-6989 www.archprecast.org API American Petroleum Institute (202) 682-8000 www.api.org ARI Air -Conditioning & Refrigeration Institute (703) 524-8800 www.ari.org ARMA Asphalt Roofing Manufacturers Association (202) 207-0917 www.asphaltroofing.org ASCE American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300 ASI -RAE American Society of Heating, Refrigerating and Air -Conditioning Engineers www.ashrae.org (800) 527-4723 (404) 636-8400 ASME ASME International (800) 843-2763 (The American Society of Mechanical Engineers International) (973) 882-1170 www.asme.org ASSE American Society of Sanitary Engineering (440) 835-3040 www.asse-plumbing.org ASTM ASTM International (American Society for Testing and Materials International) www.astm.org (610) 832-9585 PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-6 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES AWI Architectural Woodwork Institute (800) 449-8811 www.awinet.org (703) 733-0600 AWPA American Wood -Preservers' Association (334) 874-9800 www.awpa.com AWS American Welding Society (800) 443-9353 www.aws.org (305) '113-9353 AWWA American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 BAMA Builders Hardware Manufacturers Association (212) 297-2122 www.buildershardware.com BIA Brick Industry Association (The) (703) 620-0010 www.bia.org BICSI BICSI (800) 242-7405 www.bicsi.org (813) 979-1991 BISSC Baking Industry Sanitation Standards Committee (866) 342-4772 www.bissc.org CCC Carpet Cushion Council (203) 637-1312 www.carpetcushion.org CDA Copper Development Association (800) 232-3282 www.copper.org (212) 251-7200 CGA Compressed Gas Association (703) 788-2700 www.cganet.com CIMA Cellulose Insulation Manufacturers Association (888) 881-2462 www.cellulose.org (937) 222-2462 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.chainlinkinfo.org CPA Composite Panel Association (301) 670-0604 www.pbmdf.com PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-7 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES CPPA Corrugated Polyethylene Pipe Association (800) 510-2772 www.cppa-info.org (202) 462-9607 CRI Carpet & Rug Institute (The) (800) 882-8846 www.caipet-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 (281) 583-4087 www.cti.org DHI Door and Hardware Institute (703) 222-2010 www.dhi.org EIA Electronic Industries Alliance (703) 907-7500 www.eia.org EIMA EIFS Industry Members Association (800) 294-3462 www.eima.com (770) 968-7945 EJCDC Engineers Joint Contract Documents Committee (703) 295-5000 www.ejdc.org EJMA Expansion Joint Manufacturers Association, Inc. (914) 332-0040 www.ejma.org ESD ESD Association (315) 339-6937 www.esda.org FMG FM Global (401) 275-3000 www.finglobal.com FSA Fluid Sealing Association (610) 971-4850 www.fluidsealing.com FSC Forest Stewardship Council 49 228 367 66 0 www.fsc.org PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-8 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES GA Gypsum Association www.gypsum.org GANA Glass Association of North America www.glasswebsite.com GS Green Seal www.greenseal.org GSI Geosynthetic Institute www.geosynthetic-institute.org HI Hydraulic Institute www.pumps.org HI Hydronics Institute www.gamanet.org HPVA Hardwood Plywood & Veneer Association www.hpva.org HPW H. P. White Laboratory, Inc. www.hpwhite.com IBR Institute of Boiler & Radiation Manufacturers (202) 289-5440 (785) 271-0208 (202) 872-6400 (610) 522-8440 (888) 786-7744 (973) 267-9700 (908) 464-8200 (703) 435-2900 (410) 838-6550 ICEA Insulated Cable Engineers Association, Inc. (770) 830-0369 www.icea.net ICRI International Concrete Repair Institute, Inc. (847) 827-0830 www.icri.org IEC International Electrotechnical Commission 41 22 919 02 11 www.iec.ch IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419-7900 www.ieee.org IESNA Ilhuni hating Engineering Society of North America (212) 248-5000 www.iesna.org IEST Institute of Environmental Sciences and Technology (847) 255-1561 www.iest.org IGCC Insulating Glass Certification Council (315) 646-2234 www.igcc.org IGMA Insulating Glass Manufacturers Alliance (613) 233-1510 www.igmaonline.org PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-9 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES Indiana Limestone Institute of America, Inc. www.iliai.com ISO International Organization for Standardization www.iso.ch Available from ANSI www.ansi.org (812) 275-4426 41 22 749 01 11 (202) 293-8020 ISSFA International Solid Surface Fabricators Association (877) 464-7732 www.issfa.net (702) 567-8150 ITS Intertek (800) 345-3851 www.intertek.com (713) 407-3500 ITU International Telecommunication Union 41 22 730 51 11 www.itu.int/home KCMA Kitchen Cabinet Manufacturers Association (703) 264-1690 www.kcma.org LMA Laminating Materials Association (Now part of CPA) LPI Lightning Protection Institute (800) 488-6864 www.lightning.org (804) 314-8955 MBMA Metal Building Manufacturers Association (216) 241-7333 www.mbma.com MFMA Maple Flooring Manufacturers Association, Inc. (847) 480-9138 www.maplefloor.org MFMA Metal Framing Manufacturers Association (312) 644-6610 www.metalframingmfg.org MHIA Material Handling Industry of America (800) 345-1815 www.mhia.org (704) 676-1190 MIA Marble Institute of America (440) 250-9222 www.marble-institute.com MPI Master Painters Institute (888) 674-8937 www.paintinfo.com MSS Manufacturers Standardization Society of The Valve and (703) 281-6613 Fittings Industry Inc. www.mss-hq.com PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-10 MAY 15, 2015 CORNELL Ithaca, New NAAMM NACE UNIVERSITY York National Association of Architectural Metal Manufacturers www.naamm.org NACE International (National Association of Corrosion Engineers International) www.nace.org NADCA National Air Duct Cleaners Association www.nadca.com NAIMA NBGQA NCAA NCMA NCPI NCTA NEBB NECA NeLMA NEMA NETA NFHS NFPA North American Insulation Manufacturers Association www.naima.org National Building Granite Quarries Association, Inc. www.nbgqa.com National Collegiate Athletic Association (The) www.ncaa.org National Concrete Masonry Association www.ncma.org National Clay Pipe Institute www.ncpi.org National Cable & Telecommunications Association www.ncta.com National Environmental Balancing Bureau www.nebb.org National Electrical Contractors Association www.necanet.org Northeastern Lumber ManufacturersAssociation www.nelma.org National Electrical Manufacturers Association www.nema.org InterNational Electrical Testing Association www.netaworld.org National Federation of State High School Associations www.nths.org NFPA (National Fire Protection Association) www.nfpa.org SECTION 01 42 00 REFERENCES (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 (301) 657-3110 (207) 829-6901 (703) 841-3200 (888) 300-6382 (303) 697-8441 (317) 972-6900 (800) 344-3555 (617) 770-3000 PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-11 MAY 15, 2015 CORNELL UNIVERSITY Ithaca, New York SECTION 01 42 00 REFERENCES NFRC National Fenestration Rating Council (301) 589-1776 www.nfrc.org NGA National Glass Association (866) 342-5642 www.glass.org (703) 442-4890 NHLA National Hardwood Lunnber Association (800) 933-0318 www.natlhardwood.org (901) 377-1818 NLGA National Lumber Grades Authority (604) 524-2393 www.nlga.org NOFMA NOFMA: The Wood Flooring Manufacturers Association (901) 526-5016 www.nofina.org NRCA National Roofing Contractors Association (800) 323-9545 www.nrca.net (847) 299-9070 NRMCA National Ready Mixed Concrete Association (888) 846-7622 www.nrrnca.org (301) 587-1400 NSF NSF International (800) 673-6275 (National Sanitation Foundation International) (734) 769-8010 www.nsf.org NSSGA National Stone, Sand & Gravel Association (800) 342-1415 www.nssga.org (703) 525-8788 NTMA National Terrazzo & Mosaic Association, Inc. (The) (800) 323-9736 www.ntma.com (540) 751-0930 NYBFU New York Board of Fire Underwriters (212) 227-3700 www.nybfu.org PCI Precast/Prestressed Concrete Institute (312) 786-0300 www.pci.org PDCA Painting & Decorating Contractors of America (800) 332-7322 www.pdca.com (314) 514-7322 PDI Plumbing & Drainage Institute (800) 589-8956 www.pdionline.org (978) 557-0720 PGI PVC Geomembrane Institute (217) 333-3929 http://pgi-tp.ce.uiuc.edu PLANET Professional Landcare Network (800) 395-2522 www.landcarenetwork.org PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-12 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES PTI Post -Tensioning Institute www.post-tensioning.org RCSC Research Council on Structural Connections www.boltcouncil.org RFCI Resilient Floor Covering Institute www.rfci.com RIS www.calredwood.org 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 SGCC Safety Glazing Certification Council www.sgcc.org SIA Security Industry Association www.siaonline.org SJI Steel Joist Institute www.steeljoist.org SMA Screen Manufacturers Association www.smacentral.org SMACNA Sheet Metal and Air Conditioning Contractors' National Association www.smacna.org SMPTE Society of Motion Picture and Television Engineers www.smpte.org SPFA Spray Polyurethane Foam Alliance www.sprayfoam.org (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 (315) 646-2234 (703) 683-2075 (843) 626-1995 (561) 533-0991 (703) 803-2980 (914) 761-1100 (800) 523-6154 PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-13 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES SPIB Southern Pine Inspection Bureau (The) (850) 434-2611 www.spib.org SPRI Single Ply Roofing Industry (781) 647-7026 www.spri.org SS1NA Specialty Steel Industry of North America (800) 982-0355 www.ssina.com (202) 342-8630 SSPC SSPC: The Society for Protective Coatings (877) 281-7772 www.sspc.org (412) 281-2331 STI Steel Tank Institute (847) 438-8265 www.steeltank.com SWI Steel Window Institute (216) 241-7333 www.steelwindows.com SWRI Sealant, Waterproofing, & Restoration Institute (816) 472-7974 www.swrionline.org TCA Tile Council of America, Inc. (864) 646-8453 www.tileusa.com TIA/EIA Telecommunications Industry Association/Electronic (703) 907-7700 Industries Alliance www.tiaonline.org TMS The Masonry Society (303) 939-9700 www.masomysociety.org TPI Truss Plate Institute, Inc. (703) 683-1010 www.tpinst.org TPI Tut -fp -ass Producers International (847) 649-5555 www.turfgrasssod.org TRI Tile Roofing Institute (312) 670-4177 www.tileroofing.org UFPO Underground Facilities Protective Organization (800) 962-7962 www.ufpo.org (800) 962-7811 UL Underwriters Laboratories Inc. (877) 854-3577 www.ul.com (847) 272-8800 UNI Uni-Bell PVC Pipe Association (972) 243-3902 www.uni-bell.org PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-14 MAY 15, 2015. CORNELL UNIVERSITY Ithaca, New York USGBC U.S. Green Building Council www.usgbc.org WASTEC Waste Equipment Technology Association www.wastec.org WCSC Window Covering Safety Council www.windowcoverings.org WDMA Window & Door Manufacturers Association www.wdma.com WI Woodwork Institute www.wicnet.org WMMPA Wood Moulding & Millwork Producers Association www.wrnmpa.com WSRCA Western States Roofing Contractors Association www.wsrca.com WWPA Western Wood Products Association www.wwpa.org SECTION 01 42 00 REFERENCES (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 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. IAPMO International Association of Plumbing and Mechanical Officials (909) 472-4100 www.iapmo.org ICC International Code Council (888) 422-7233 www.iccsafe.org (703) 931-4533 ICC -ES ICC Evaluation Service, Inc. (800) 423-6587 www.icc-es.org (562) 699-0543 NEC National Electric Code PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-15 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CE Army Corps of Engineers www.usace.army.mil CPSC Consumer Product Safety Commission (800) 638-2772 www.cpsc.gov (301) 504-7923 DOC Department of Commerce (202) 482-2000 www.commerce.gov DOD Department of Defense (215) 697-6257 http://.dodssp.daps.dla.mil DOE Department of Energy (202) 586-9220 www.energy.gov EPA Enviromnental Protection Agency (202) 272-0167 www.epa.gov FAA Federal Aviation Administration (866) 835-5322 www.faa.gov FCC Federal Communications Commission (888) 225-5322 www.fcc.gov FDA Food and Drug Administration (888) 463-6332 www.fda.gov GSA General Services Administration (800) 488-3111 www.gsa.gov HUD Department of Housing and Urban Development (202) 708-1112 www.hud.gov LBL Lawrence Berkeley National Laboratory (510) 486-4000 www.lbl.gov NCHRP National Cooperative Highway Research Program (See TRB) NIST National Institute of Standards and Technology (301) 975-6478 www.nist.gov PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-16 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES OSHA Occupational Safety & Health Administration www.osha.gov PBS Public Building Service (See GSA) PHS Office of Public Health and Science www.osophs.dhhs.gov/ophs RUS Rural Utilities Service (See USDA) SD State Department www.state.gov TRB Transportation Research Board www.nas.eduArb USDA Department of Agriculture www.usda.gov USPS Postal Service www.usps.com 2.0 PRODUCTS - NOT USED 3.0 EXECUTION - NOT USED ****END OF SECTION 01 42 00**** (800) 321-6742 (202) 693-1999 (202) 690-7694 (202) 720-9540 (202) 647-4000 (202) 334-2934 (202) 720-2791 (202) 268-2000 PHILLIPS HALL MAKER LAB REFERENCES 01 42 00-17 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 45 00 Ithaca, New York QUALITY CONTROL SECTION 01 45 00 QUALITY CONTROL 1.0 GENERAL 1.1 DESCRIPTION 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. hnclude surveillance and tests specified in the teclmical 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 arrange for a pre -installation meeting. When practical, pre- installation meetings shall be scheduled to take place on the same day as regularly schedule progress meetings. The Contractor shall make available, during this meeting, all approved submittals and products. a. Agenda to include the following: i. Appointment ii. Appointment of official representatives of participants in the Project. iii. Review of existing conditions and affected work, and testing thereof as required. iv. Review of installation procedures and requirements. v. Review of environmental and site condition requirements. vi. Schedule of the applicable portions of the Work. vii. Schedule of submission of samples, color chips, and items for Owners consideration. viii. Requirements for temporary facilities, site sign, offices, storage sheds, utilities, fences, Section 01500. ix. Requirements for notification for reviews. Allow a minimum of 48 hour notice to Architect for review of the Work. PHILLIPS HALL MAKER LAB QUALITY CONTROL 01 45 00-1 MAY 15, 2015 CORNELL UNIVERSITY 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. Perforin 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. Perforin these inspections on a regular basis to assure continuing compliance with contract requirements until completion of that particular work. 1.3 CONTROL OF OFF-SITE OPERATIONS A. Perforin 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. PHILLIPS HALL MAKER LAB QUALITY CONTROL 01 45 00-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 45 00 Ithaca, New York QUALITY CONTROL 1.4 TESTING A. The Owner may engage the services of an independent testing laboratory to confirm that an installed item or element of work conforms to the Specification and workmanship requirements. 1.5 OWNER'S REPRESENTATIVE A. The Owner shall designate a Representative to monitor the progress and execution of the work. The Representative shall have the authority to call for test samples, to approve or to reject work performed and to stop work in progress, if, in its opinion, the work is not in conformance with the Contract Documents. The Representative shall not be authorized to make changes or interpretations of the Contract Documents. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 45 00*** PHILLIPS HALL MAKER LAB QUALITY CONTROL 01 45 00-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall furnish, install and maintain all temporary facilities and services of every kind, as required by the Contractor and by its subcontractors for their performance of the Work and compliance with the Contract Documents, and shall remove such facilities and complete such services upon the completion of all other work, or as Cornell University may direct. 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 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with Federal, State and local codes and safety regulations. 2.0 PRODUCTS 2.1 MATERIALS, GENERAL 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 TEMPORARY FIRST AID 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. 2.3 TEMPORARY FIRE PROTECTION A. Provide a fire protection and prevention program for employees and personnel at the site. 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. histruct personnel in methods and procedures. Post warnings and information PHILLIPS HALL MAKER LAB TEMPORARY FACILITIES AND CONTROLS 01 50 00-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS 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. 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 SMOKING 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. PHILLIPS HALL MAKER LAB TEMPORARY FACILITIES AND CONTROLS 01 50 00-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS Welding or burning operations shall be conducted under a Hot Work Permit issued in accordance with Section 01 41 00. Where such work is permitted, the Contractor shall provide an approved fire extinguisher in good operating condition within easy reach of the operating personnel. In each instance, obtain prior approval of Cornell University Environmental Health & Safety. F. Advise Cornell University Environmental Health & Safety of any items affecting Life Safety, e.g., road blockages, exit closing, etc. 2.4 CONSTRUCTION AIDS A. Provide construction aids and equipment required to assure safety for personnel and to facilitate the execution of the Work; Scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes 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 TEMPORARY ENCLOSURES A. Provide temporary weather -tight enclosure for building exterior, maintain in-place until installation of permanent enclosures. Provide temporary weather -tight enclosure of exterior walls as work progresses for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities, and as necessary to provide acceptable working conditions, provide weather protection for interior materials, provide weather protection for occupied areas, allow for effective temporary heating, and to prevent entry of unauthorized persons. 1. 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. PHILLIPS HALL MAKER LAB TEMPORARY FACILITIES AND CONTROLS 01 50 00-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND 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. Immediately after completing removal, install new exterior enclosure systems and complete installation as soon as possible. 3. Do not remove existing HVAC systems connected to louvers at existing exterior enclosure systems until new HVAC systems and louvers at exterior enclosure systems are ready for installation. Complete removal of existing HVAC systems and louvers as soon as possible. Immediately after completing removal, install new HVAC systems and new louvers and complete installation as soon as possible. 2.6 TEMPORARY 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 2.7 TREE, PLANT AND LAWN 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: Ittp:/%eds.Is.cornclLedu/tile( 1 8_3_I'rowel iveu/020ConstrLied on%20Fencii .'/0201oruo20Tices!4201) 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. PHILLIPS HALL MAKER LAB TEMPORARY FACILITIES AND CONTROLS 01 50 00-4 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND 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. 1. 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. 2.8 GUARDRAILS AND BARRICADES 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. 2.9 ACCESS ROADS AND PARKING AREAS 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. 2.10 PROJECT IDENTIFICATION AND SIGNS A. No signs to be displayed at the project site, unless authorized by the Owner. PHILLIPS HALL MAKER LAB TEMPORARY FACILITIES AND CONTROLS 01 50 00-5 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS 2.11 SECURITY A. The Contractor shall provide security services as required to protect the interests of the Owner. 2.12 FIELD OFFICES A. A field office is not required. 3.0 EXECUTION 3.1 PREPARATION 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. Allow space for use of the site by Owner and by other contractors, as required by Contract Documents. 3.2 GENERAL 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. PHILLIPS HALL MAKER LAB TEMPORARY FACILITIES AND CONTROLS 01 50 00-6 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS 3.3 REMOVAL A. Completely remove temporary structures, materials, equipment and services: 1. When construction needs can be met by use of permanent construction. 2. At completion of the Project. B. Repair damage caused by installation or use of temporary facilities. Clean after removal. C. Restore existing or permanent facilities used for temporary purposes to specified, or to original condition. 1. 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*** PHILLIPS HALL MAKER LAB TEMPORARY FACILITIES AND CONTROLS 01 50 00-7 N1AY 15, 2015 CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES SECTION 01 51 00 TEMPORARY UTILITIES 1.0 GENERAL 1.1 DESCRIPTION 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 REQUIREMENTS 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 MATERIALS, GENERAL A. Materials may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. 2.2 TEMPORARY 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. PHILLIPS HALL MAKER LAB TEMPORARY UTILITIES 01 51 00-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY 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. T. 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 connection 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 TEMPORARY USE OF ELEVATOR A. Use of Existing Elevator 1. If the Contractor elects to use the existing elevator equipment, the Contractor shall: a. Provide adequate protection for such equipment and shall operate such equipment within a capacity not to exceed that allowed by law, rule or regulation. PHILLIPS HALL MAKER LAB TEMPORARY UTILITIES 01 51 00-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES b. Provide for the maintenance and cleaning of the elevator equipment as approved by the Owner's Representative. c. Prior to start of construction, accurately record the condition of the existing elevator. Promptly repair or replace items that are damaged as a result of Contractor's use. Service calls that arise as a result of Contractor misuse will be charged to the Contractor. At Substantial Completion, restore elevators to condition existing before initial use. d. Use only elevators designated by Owner's Representative at dates and times designated by Owner's Representative. Dates and times available for Contractor's use shall be scheduled with, and at the convenience of, the Owner, and may vary during the course of the Project. e. Owner will not provide elevator operators or other monitoring of elevator use. f. Do not load elevators beyond their rated weight capacity. g. Provide code compliant protective coverings, barriers, devices, signs, or other procedures to protect elevator car and entrance doors and frame. If, despite such protection, elevators become damaged, engage elevator maintenance contractor to restore damaged work so no evidence remains of correction work. Return items that cannot be refinished in field to the shop, make required repairs and refinish entire unit, or provide new units as required. h. Procure and coordinate the elevator maintenance contractor to gain access to the elevator shaft as required to complete the work 2.4 TEMPORARY HEAT AND VENTILATION A. The Contractor shall furnish temporary heat as may be necessary for constructing the Work. B. The Contractor will be permitted to use the building's permanent heating system for temporary heat. Permission to use the building's permanent heating system shall in no way constitute the Owner's acceptance of that portion of the Work. C. When using the permanent building systems for space conditioning, provide a written maintenance plan for acceptance by the Owner's Representative, prior to utilizing the equipment. Plan to address temporary filtering of air and water, sealing of open ducts, lubrication, operation outside of normal ranges, and controls/safeties. Return all equipment to its newly installed condition prior to acceptance testing. 1. If the Contractor elects to use the building's permanent heating system for temporary heat, the Contractor shall provide filters with MERV of 8 at each return -air grille in system and remove at end of construction and clean HVAC system as required in Section 01 77 00 - Closeout Procedures. D. Any temporary system shall be removed when no longer required. E. During heating cycles the enclosures separating the interior building areas from outside shall be maintained closed to conserve heat energy. PHILLIPS HALL MAKER LAB TEMPORARY UTILITIES 01 51 00-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES F. The Contractor shall provide for ventilation of all structures until Physical Completion of the Work and shall control such ventilation to avoid excessive moisture levels and rates of drying of construction materials, including but not limited to concrete and to plaster, and to prevent condensation on sensitive surfaces. The Contractor shall be responsible for any moisture intrusion that is detrimental to the Project. 2.5 TEMPORARY CONTRACTOR TELEPHONE SERVICE A. endent or their Representative shall carry a cellular telephone at all times. 2.6 TEMPORARY SANITARY FACILITIES A. The Owner shall designate sanitary facilities to be utilized by the Contractor during construction. The Contractor shall maintain neat, clean and sanitary conditions. The Contractor shall be responsible for costs associated with excessive custodial services associated with such usage. 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*** PHILLIPS HALL MAKER LAB TEMPO RY UTILITIES 01 51 00-4 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION SECTION 01 66 00 STORAGE AND PROTECTION 1.0 GENERAL 1.1 DESCRIPTION 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. 1.2 TRANSPORTATION AND HANDLING 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 STORAGE 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. PHILLIPS HALL MAKER LAB STORAGE AND PROTECTION 01 66 00-1 MAY 15, 2015 CORNELL Ithaca, New D. E. F. UNIVERSITY York SECTION 01 66 00 STORAGE AND PROTECTION 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. Materials stored within the building shall be distributed in such a manner as to avoid overloading of the structural frame, and never shall be concentrated in such a manner as to exceed the equivalent of 50 pounds per square foot uniformly distributed loading. Stored materials shall be moved if they interfere with the progress of the work. Should it become necessary 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 PROTECTION A. The Contractor shall provide security personnel and adopt other security measures as may be necessary to adequately protect materials and equipment stored at the site. The Contractor shall be obligated to replace or pay for all materials and equipment including items furnished by the Owner which have been damaged or stolen prior to completion of the Work. B. Protection of Utilities C. 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. Protective Covering 1. All finished surfaces shall be protected by the Contractor as follows: a. Door and window sills and the jambs and soffits of openings used as passageways or through which material is handled, shall be cased and protected adequately against possible damage resulting from the conduct of the work of all trades. b. All surfaces shall be clean and not marred upon delivery of the building to the Owner. The Contractor shall, without extra compensation, replace all blocks, gypsum board, plaster, paint, tile, and all other surfaces, whether or not protected, which are damaged, and shall refinish (including painting as specified) to satisfaction of Owner. c. Tight wood sheathing shall be laid under any materials that are stored on finished concrete surfaces and planking must be laid before moving any materials over these finished areas. Wheelbarrows used over such areas shall have rubber tires on wheels. PHILLIPS HALL MAKER LAB STORAGE AND PROTECTION 01 66 00-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION 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. 2. HVAC ductwork shall be protected by the Contractor as follows to prevent introduction of contaminants: a. Ductwork with interior lining shall be wrapped at the factory using plastic wrap to exclude moisture and contaminants. The wrapping shall not be removed until immediately prior to installation. b. Ductwork shall not be exposed to moisture or contaminants at any point in the manufacturing, shipping, storage or installation process. c. Ductwork shall not be staged or stored outside or otherwise exposed to the weather. d. Ductwork shall be transported only inside of covered vehicles. e. Once installed, ductwork shall be protected from contamination during the construction process. 1.5 PROTECTION AFTER INSTALLATION A. Protect installed products, including Owner -provided products, and control traffic in immediate area to prevent damage from subsequent operations. B. Provide protective coverings at walls, projections, corners, and jambs, sills, and soffits of openings in and adjacent to traffic areas. 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. PHILLIPS HALL MAKER LAB STORAGE AND PROTECTION 01 66 00-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION 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*** PHILLIPS HALL MAKER LAB STORAGE AND PROTECTION 01 66 00-4 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING 1.0 GENERAL 1.1 DESCRIPTION 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. PHILLIPS HALL MAKER LAB CUTTING, PATCHING AND REPAIRING 01 73 29-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 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 of the schedule indicate a change of products from the original installation, submit a request for substitution as specified in Section 01 25 00 - Substitutions and Product Options. C. Submit a written notice to the Architect and the Owner designating the date and the time the work will be uncovered. 1.3 QUALITY ASSURANCE A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load -carrying capacity for load -deflection ratio. 1. Obtain written approval of the cutting and patching proposal before cutting and patching structural elements, including but not limited to the following: a. Foundation construction b. Bearing and retaining walls PHILLIPS HALL MAKER LAB CUTTING, PATCHING AND REPAIRING 01 73 29-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 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 B. Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perforin 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 a. Employ qualified contractors to accomplish all required cutting, patching, or repairing of existing waterproofing and roofing membranes. PHILLIPS HALL MAKER LAB CUTTING, PATCIIING AND REPAIRING 01 73 29-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 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. 1.4 WARRANTIES A. Replace, patch, and repair material and surfaces cut or damaged by methods and w materials in such a manner as not to void any warranties required or existing. 2.0 PRODUCTS 2.1 MATERIALS A. Comply with the Contract Documents for each product involved. B. Use materials identical to in-place or existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. If identical materials are unavailable or cannot be used, use materials whose installed performance will equal or surpass that of in-place or existing materials, and will match visual appearance of in-place or existing materials. 3.0 EXECUTION 3.1 INSPECTION A. Inspect existing conditions of the Project, including elements subject to damage or to movement during: 1. Cutting and patching. 2. Excavation and backfilling. PHILLIPS HALL MAKER LAB CUTTING, PATCHING AND REPAIRING 01 73 29-4 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 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 PREPARATION 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 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. L 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. Temporarily cover openings when not in use. 2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. 3. Cut through concrete and masonry using a cutting machine, such as a carbon saw or a diamond -core drill. 4. Comply with the requirements of applicable MEP work where cutting and patching of services is required. PHILLIPS HA MAKER LAB CUTTING, PATCHING AND REPAIRING 01 73 29-5 MAY 15, 2015 CORNELL Ithaca, New C. UNIVERSITY York SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING 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. 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. PHILLIPS HALL MAKER LAB CUTTING, PATCHING AND REPAIRING 01 73 29-6 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 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 CLEANING 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*** PHILLIPS HALL MAKER LAB CUTTING, PATCHING AND REPAIRING 01 73 29-7 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT SECTION 01 77 00 PROJECT CLOSEOUT 1.0 GENERAL 1.1 INSPECTIONS A. 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 make 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. B. 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. C. 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. D. 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. E. 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. F. 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. 1. 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 NYS. PHILLIPS HALL MAKER LAB PROJECT CLOSEOUT 01 77 00-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT 2. 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 NYS and NFPA. 3. The Ithaca Fire Department Shall Witness the Acceptance or Reacceptance Testing for the Following Conditions: a. Testing of any new installation of a fire alarm, fire suppression, or fire detection system as required by the Fire Code of New York State. b. Hydrostatic testing of sprinkler system where the modification affects more than 20 sprinkler heads and the modified area can be isolated from the rest of the system c. Installation or replacement of a fire pump or drive elements of the fire pump. d. A Fire Alarm System with added or deleted components. e. A Fire Alarm System where the wiring or control circuits have been modified. f. A Fire Alarm System where the control unit (Fire Alarm Panel) has been replaced or the control unit software has been replaced. g. A smoke control system where the master control unit, individual fan control unit, or fan drive unit has been replaced or modified h. An alternative fire suppression system that has been replaced or the actuation elements have been modified. Except: fusible link replacement. i. A modification or extension of the piping fur a fire standpipe system where a hydrostatic test is required by NFPA 14. 1.2 SUBMITTALS A. Contractor's List of Incomplete Items: hiitial 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. PHILLIPS HALL MAKER LAB PROJECT CLOSEOUT 01 77 00-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT 1.3 FINAL CLEAN UP A. Upon completion of the work covered by the Contract the Contractor shall leave the completed Project ready for use and occupancy without the need of further cleaning of any kind and with all Work in new condition and in perfect order. In addition, upon completion of all Work the Contractor shall remove from the vicinity of the Work all plant, buildings, rubbish, unused materials, concrete forms and other materials belonging to him or used under its direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the work to their original condition, and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor and/or its surety shall be liable therefore. Final clean-up shall include but not be limited to the following: 1. All finished surfaces shall be swept, dusted, washed and polished. This includes cleaning of the Work of all finishing trades where needed, whether or not cleaning by such trades is included in their respective sections of the specifications. 2. Roofs, utility tunnels, manholes and pipe trenches and spaces between the new and existing Work shall be left thoroughly cleaned. 3. 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 recommended by the manufacturers of the flooring. 5. All equipment shall be in an undamaged, bright, clean, polished and new appearing condition. 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. C. Cleaning of Renovated Duct Systems and Existing Duct Systems in Renovated Areas: 1. Cleaning work shall be performed by firm which has minimum three years' experience in mechanical cleaning of air systems. Work shall be done by skilled mechanics, technicians and experienced supervisors. PHILLIPS HALL MAKER LAB PROJECT CLOSEOUT 01 77 00-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT 2. Clean dirt, dust and debris from air units, associated equipment air ducts; sanitize same. Cleaning shall include: a. Cleaning of air unit's supply, return and exhaust sections including coils, fans, filter racks, outdoor air intake shaft, and interior surfaces. b. Cleaning of dampers, heating coils, humidifiers, and similar devices in ductwork. c. Marking of duct -mounted damper settings, prior to cleaning, and returning dampers to marked positions after cleaning. This includes fire dampers, zone dampers, balancing dampers and volume dampers. d. Cleaning of terminal supply, return and exhaust grilles, registers and diffusers. e. Cutting of access holes in ductwork for cleaning process, as well as sealing and patching of same. f Removal of portions of duct system which cannot otherwise be thoroughly cleaned, and replacement thereof. g. Sealing of lined duct systems, upon completion. h. Removal and reinstallation of ceiling panels, tiles, ceiling support tracks, and other ceiling construction, as required to facilitate cleaning. 1. Providing access doors required to facilitate cleaning. 3. Cleaning shall meet National Air Duct Cleaners Association (NADCA) Standards, capable of verification by NADCA Vacuum Test. Cleanliness shall be subject to Architect's visual review; provide re -cleaning as necessary to satisfy Architect a. Cleaning methods may include vacuuming, brushing, mechanical brushing, scraping, or air washing. Use method best suited for locations involved. b. Do NOT use methods which could damage the system or the building. c. Remove dirt, dust, lint and other accumulations by HEPA filtered air machine capable of minimum 6000 cfm. Air machine shall operate to obtain 1250 fpm across the work space. Use brushes, mechanical agitators or air whips to dislodge contaminants to be collected by the air machine. d. Cleaning shall begin at the furthest point of the return system and at the outdoor air intake. Cleaning shall proceed toward the air handling equipment. Cleaning shall finish at the furthest point of the supply ductwork. 1.4 MAINTENANCE 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. PHILLIPS HALL MAKER LAB PROJECT CLOSEOUT 01 77 00-4 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT 1.5 ON-SITE CONSTRUCTION TRAILER REMOVAL A. Within fifteen (15) days of removal of on-site construction trailers, contact Cornell Facilities Inventory Office to notify them of removal to allow for updating of Campus Police 911 Emergency Response System. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 77 00*** PHILLIPS HALL MAKER LAB PROJECT CLOSEOUT 01 77 00-5 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA SECTION 01 78 23 OPERATING AND MAINTENANCE DATA 1.0 GENERAL 1.1 DESCRIPTION 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 persormel in the maintenance of products and in the operation of equipment and systems. 1.2 FORM OF SUBMITTALS A. Prepare data in the form of an instructional manual for use by Owner's personnel. Manual shall be supplied in hard and electronic format as described below: B. Hard Copy Format: 1. Size: 8-1/2" x 11" and a CD with electronic files. 2. Text: Manufacturer's printed data, scanned .pdf and/or neatly typewritten Word file. 3. Drawings: a. Drawings are required in both hard copy and electronic format. b. Provide reinforced punched binder tab, bind in with text. c. Fold larger drawings to the size of the text pages. 4. Provide fly -leaf for each separate product, and major component parts of equipment. a. Provide type description of product, and major component parts of equipment. b. Provide indexed thumb tab. PHILLIPS HALL MAKER LAB OPERATING AND MAINTENANCE DATA 01 78 23-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA 5. Cover: Identify each volume with typed or printed title "OPERATIONS AND MAINTENANCE INSTRUCTIONS". List: a. Title of Project b. Identity of separate structure as applicable. c. Identity of general subject matter covered in the manual. C. Binders for Hard Copy: 1. Commercial quality tluree-ring binders with durable and cleanable plastic covers. 2. When multiple binders are used, correlate the data into related consistent groupings. D. Electronic Copy 1. The electronic version of the O&M Manual will contain all of the same content as the hard copy version. Electronic copies of the product data and record submittals shall be in pdf format. Drawings shall be in AutoCAD v14 or higher format. 2. 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. 3. When electronic submissions are made on electronic media such as CDs, six copies of the electronic media shall be provided. 1.3 CONTENT OF MANUAL 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. 4. Identify each product by product name and other identifying symbols as set forth in Contract Documents. PHILLIPS HALL MAKER LAB OPERATING AND MAINTENANCE DATA 01 78 23-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA B. Product Data: 1. Include only those sheets which are pertinent to the specific product. 2. Annotate each sheet to: a. Clearly identify the specific product or part installed. b. Clearly identify the data applicable to the installation. c. Delete reference to inapplicable information. C. Submittal Data: 1. Include a record copy of the final, approved product submittal. Record copy shall be a clean copy (free of notes from the design professional) which has been updated to reflect the "as -installed" system. D. Drawings: 1. Supplement product data with drawings as necessary to clearly illustrate: a. Relations 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 warranty, bond and service contract issued. 1. Provide information sheet for Owner's personnel, give: a. Proper procedures in the event of failure. b. Instances which might affect the validity of warranties or bonds. PHILLIPS HALL MAKER LAB OPERATING AND MAINTENANCE DATA 01 78 23-3 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA 1.4 MANUAL FOR MATERIALS AND FINISHES A. Submit a CD with electronic .pdf files and two (2) 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 EQUIPMENT AND SYSTEMS A. Submit electronic media containing native .pdf files and two (2) 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. b. Performance curves, engineering data and tests. PHILLIPS HALL MAKER LAB OPERATING AND MAINTENANCE DATA 01 78 23-4 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA 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-shooti g". ' c. Disassembly, repair and reassembly. d. Alignment, 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. PHILLIPS HALL MAKER LAB OPERATING AND MAINTENANCE DATA 01 78 23-5 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA C. Content, for each electric and electronic system, as appropriate: L 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. PHILLIPS HALL MAKER LAB OPERATING AND MAINTENANCE DATA 01 78 23-6 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA 1.6 SUBMITTAL REQUIREMENTS A. Submit three (3) copies of preliminary draft of proposed formats and outlines of contents thirty (30) calendar days after approved submittals. Provide two (2) copies in hard format and one (1) electronic file for the Commissioning Agent. 1. Architect will review draft and return one copy (1) with comments. B. Submit two (2) copies of completed data in final form twenty (20) calendar days prior the Acceptance Phase of the Project. Provide two (2) copies in hard format and one (1) 1. One (1) copy will be returned with comments. C. Submit specified number of copies of approved data in final form prior to final acceptance. 1.7 INSTRUCTIONS OF OWNER'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 personnel 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 OPERATING 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*** PHILLIPS HALL MAKER LAB OPERATING AND MAINTENANCE DATA 01 78 23-7 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 36 Ithaca, New York WARRANTIES AND BONDS SECTION 01 78 36 WARRANTIES AND BONDS 1.0 GENERAL 1.1 DESCRIPTION The Contractor shall: A. Compile specified wan-anties 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 REQUIREMENTS 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. Firm, with name of principal, address and telephone number. 3. Scope. 4. Date of beginning of wan-anty, bond or service and maintenance contract. 5. Duration. 6. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. Instances which might affect the validity of warranty or bond. 7. Contractor, name of responsible principal, address and telephone number. PHILLIPS HALL MAKER LAB WA II ANTIES AND BONDS 01 78 36-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 36 Ithaca, New York WARRANTIES AND BONDS 1.3 FORM OF SUBMITTALS (HARD 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 "WARRANTIES AND BONDS". List: a. Title of Project b. Name of Contractor D. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers. 1.4 FORM OF SUBMITTALS (ELECTRONIC COPY) 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 days after acceptance, listing the date of acceptance as the start of the warranty period. 1.6 SUBMITTALS REQUIRED A. Submit warranties, bonds, and service and maintenance contracts as specified in the respective sections of Specifications. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 78 36*** PHILLIPS HALL MAKER LAB WARRANTIES AND BONDS 01 78 36-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS SECTION 01 78 39 RECORD DOCUMENTS 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall maintain at the site, during construction, one record copy of: 1. Drawings 2. Specifications 3. Addenda 4. Change Orders and other Modifications to the Contract 5. Architect's Field Orders or written instructions. 6. Final Shop Drawings, Product Data and Samples 7. Field Test records 8. Construction photographs 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store documents and samples in Contractor's field office apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide cabinet or storage space for storage of samples. B. File documents and samples in accordance with Data Filing Format of the Uniform Construction Index. C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for review by the Owner's Representative and the Architect. PHILLIPS HALL MAKER LAB RECORD DOCUMENTS 01 78 39-1 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS 1.3 RECORDING A. Label each document "PROJECT RECORD" in neat large printed letters. B. Record information concurrently with construction progress. 1. Do not conceal any work until required information is recorded. C. Drawings Record drawings shall consist of making any changes neatly and clearly on the Contract Drawings using colored ink or pencil, and the construction record drawings shall be kept current 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. The day-to-day construction record drawings shall be made available to the Architect or Owner's Representative for review upon request. The "Record" drawings shall show the following information: 1. all significant changes in plan, sections, elevations and details, such as shifts in location of walls, doors, windows, stairs and the like made during construction; 2. all significant changes in foundations, columns, beams, openings, concrete reinforcing, lintels, concealed anchorages and "knock -out" panels made during construction; 3. 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; 4. final location and arrangement of all mechanical equipment and concealed gas, sprinkler, domestic, sanitary and drainage systems piping and other plumbing, including, but not limited to, supply and circulating mains, principal valves, meters, clean -outs, drains, pumps and controls, vent stacks, sanitary and storm water drainage; and 5. final location and arrangement of all underground utilities, connections to building and/or rerouting of existing utilities, including, but not limited to, sanitary, storm, heating, electric, signal, gas, water and telephone.. 6. Final topographic contours of finished earth surfaces, finished grades, streets, etc. 7. Additions to project, elimination of project components, relocation of components. B. 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. PHILLIPS HALL MAKER LAB RECORD DOCUMENTS 01 78 39-2 MAY 15, 2015 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS 1.4 SUBMITTAL A. At Contract close-out, deliver copies of all record documents to the Owner's Representative. B. Accompany submittal with transmittal letter in duplicate, containing: 1. Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each record document 5. Certification that each document is complete and accurate 6. Signature of Contractor or its authorized representative. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 78 39*** PHILLIPS HALL MAKER LAB RECORD DOCUMENTS 01 78 39-3 MAY 15,2015 16 15 14 13 12 11 10 a er a Cornell University Ithaca. New York Facilities Engineering Civil, Structural, Architectural, Mechanica Electrical: Environmental & Energy Engineering Humphreys Service Building; Ithaca, N.Y. PROJECT SCOPE The purpose of this project is to renovate rooms 217 and 217A in Phillips Hall into one functional and innovative lab space for circuits. This includes, new finishes, lighting, storefront system work area, storage, and adjustments to the existing mechanical system as needed. 6 14 2 DRAWING LIST T-001 TITLE SHEET G-001 CODE REVIEW SUMMARY ARCHITECTURAL A-000 AD -102 A-102 A-402 MECHANICAL M-000 M-102 M-300 9 8 7 SCOPE OF WORK, PATTERNS, SYMBOLS, DETAILS AND SCHEDULES PARTIAL SECOND FLOOR DEMOLITION - FLOOR AND REFLECTED CEILING PLANS PARTIAL SECOND FLOOR CONSTRUCTION - FLOOR AND REFLECTED CEILING PLANS ELEVATIONS AND FINISH FLOOR PLAN MECH & CTRL SCOPE OF WORK, SYMBOLOGY, ABBREVIATIONS AND SUBMITTAL SCHEDULE SECOND FLOOR MECH DEMOLITION AND CONSTRUCTION PLANS, GENERAL NOTES AND DETAILS MECH ZONE CONTROL, SEQUENCE AND EQUIPMENT SCHEDULES FIRE PROTECTION FP -000 FIRE PROTECTION SCOPE OF WORK, SYMBOLOGY, ABBREVIATIONS AND SUBMITTAL SCHEDULE FP -102 SECOND FLOOR SPRINKLER INSTALLATION PLAN, DETAILS, SCHEDULE AND NOTES ELECTRICAL E-000 ED -102 E-102 E-400 1 SCOPE OF WORK, GENERAL NOTES, SYMBOLOGY, SCHEDULES AND ABBREVIATIONS SECOND FLOOR 217 ELECTRICAL DEMOLITION SECOND FLOOR ROOM 217 ELECTRICAL AND LIGHTING INSTALLATION SCHEDULES, DIAGRAMS, ONE -LINES, AND ELEVATION 0 5 4 AREA OF WORK IPS HALL SECOND FLOOR WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH: CIVIL ELEC. MECH. REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION DATE. hillips Hall Make Q.Z L ag oc Vw DATE: AY 15, 2015 FACILITY 2039H DESIGN: FE DESIGN N: sg TITLE SHEET T-001 P0520 A 16 15 4 12 5 4 2 *AGREEMENT WITH CITY OF ITHACA REQUIRES NEW AREAS OF CONSTRUCTION OR RENOVATIONS WITHIN PHILLIPS HALL INCLUDE FULL SPRINKLER COVERAGE. 16 15 14 13 12 CODE REVIEW SUM ARY 10 AREA OF WORK 1 221 j 222 ~) }:, a .) 226 );j 229 LEGEND -- PATH OF TRAVEL - • - • - • - • ■ 1 HR FIRE RESISTANCE RATED CONSTRUCTION 8 16 32 SCALE: 1/16"=1'-0" EGRESS PATH SCALE: 6" = 1 1-0" WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED Br FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH* CIVIL: ELEC• MECH• REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION DATE: • 5 In MUM 0 .Pa •,..1 DATE: AY 15, 2015 FACILITY: 2039H DESIGN: S. GEIGER D WN: g CODE REVIEW SUMMARY A 8 4 2 G-001 P0520 ARCHIVE BAR CODE CODE REVIEW FOR PHILLIPS L, MAKER LAB BUILDING CODE DATA: Phillips Hall, Facility Code 2039H APPLICABLECODES: BUILDING CODE OF NY ST ATE, 2010 (BCNYS) FIRE CODE OF NY STAT E, 2010 (FCNYS) EXISTING BULDING CODE OF NY STATE, 2010 (EBCNYS) MECHANICAL CODE OF NYSTAT E,2010 (MCNYS) BUILDING AFFILIATION: ENDOWED USE AND OCCUPANCY CLASSIFICATIONS: REFERENCE: OCCUPANCY CLASSIFICATION BCNYS 304.1 BUSINESS GROUP B B. HIGHER EDUCATION 'NO CHANGE IN USE OR OCCUPANCY FOR THIS PROJECT, CLASSIFICATION OF WORK (EBCNYTER 4): REFERENCE: CLASSIFICATION OF WORK REQUIREMENTS NOTES EBCNYS 402 REPAIRS PER CHAPTER 5 EBCNYS N/A EBCNYS 403 ALTERAT ION - LEVEL 1 PER CHAPTER 6 EBCNYS NIA EBCNYS 404 ALTERAT ION - LEVEL 2 PER CHAPTERS 6, 7 EBCNYS PROJECT IS CLASSIFIED AS ALTERAT ION - LEVEL 2 EBCNYS 405 ALTERAT ION - LEVEL 3 PER CHAPTERS 6, 7, 8 EBCNYS N/A EBCNYS 406 CHANGE OF OCCUPANCY PER CHAPTER 9 EBCNYS N/A EBCNYS407 ADDITIONS PER CHAPTER 10 EBCNYS N/A EBCNYS 408 HISTORIC BUILDINGS PER CHAPTER 11 EBCNYS N/A EBCNYS409 RELOCATED BUILDINGS PER NAPIER 12 EBCNYS N/A TYPE OF CONSTRUCTION: REFERENCE: CONSTRUCTION CLASSIFICATION BCNYS TABLE 601 28 (EXISTING CONSTRUCTION) FIRE•RESISTANCE TING FOR BUILDING ELEMENTS (IN HOURS); REFERENCE: ELEMENT: REQUIRED PROVIDED STRUCTURAL FRAME 0 Not changed as part of project EXTERIOR BEARING WALL 0 Not changed as part of project INTERIOR BEARING WALL 0 Not changed as part of project BCNYS TABLE 601 EXTERIOR NONBEARING WALLS AND PARTITIONS 0 Not changed as part of project INT ERIOR NONBEARING WALLS AND PART IT IONS 0 Not changed as part of project FLOOR CONSTRUCT ION, INCLUDING SUPPORTING BEAMSAND JOISTS 0 Not changed as part of project ROOF CONSTRUCT ION, INCLUDING SUPPORTING BEAMS AND JOISTS 0 Not changed as part of project BCNYS 1017.1 CORRIDOR WALLS, WITHOUT SPRINKLER 1HR Y CORRIDOR WALLS, WITH SPRINKLER 0 N/A BCNYS TABLE 715.4 DOORS IN FIRE BARRIERS HAVING AREQUIRED FIRE -RESISTANCE RATING OF 1 HOUR 3/4 Y N/A SMOKE BARRIERS NOT REQUIRED Not changed as part of project BCNYS 1020.1 EXIT ENCLOSURES CONNECTING FOUR STORIES OR ORE 2 Not changed as part of project EXIT ENCLOSURES CONNECTING LESS THAN FOUR STORIES 1 N/A BCNYS TABLE 508.2 INCIDENTAL USE AREAS VARIES N/A BCNYS 707.4 SHAFT ENCLOSURES CONNECTING FOUR STORIES OR MORE 2 N/A SHAFT ENCLOSURES CONNECTING LESS THAN FOUR STORIES 1 N/A FIRE PROTECTION SYSTEMS: REFERENCE: SYSTEM: REQUIRED PROVIDED FCNYS 9032 AIJTOMATIC SPRINKLER SYSTEMS, GROUP AOCCUPANCY Y Not changed as part of project AUT OMAT IC SPRINKLER SYSTEMS, GROUP B OCCUPANCY N Extended into project area only` FCNYS 905.3.1 STANDPIPE SYSTEMS CLASS 1 Y Y FCNYS 906.1 PORTABLE FIRE EXTINGUISHERS Y Y FCNYS 907,2 MANUAL FIRE ALARM SYSTEM Y Y FCNYS 907.2 AUTOMATIC FIRE DETECTION SYSTEM Y Y FCNYS 907.10 .1 VISIBLE ALARM NOT IFICAT ION APPLIANCES Y Y FCNYS 907.102 AUDIBLE VOICEI M NOTIFICATION APPLIANCES N N MEANS OF'EGRESS- n�. REFERENCE: 000UPANTLOAD BCNYS 1004.1 PROPOSED OCCUPANT LOAD MAX ALLOWABLE OCCUPANT LOAD BUSINESS AREAS: 100 SF /OCCUPANT PROJECT SPECIFIC AREA BUSINESS BCNYS TABLE 1004.1 USE SF OCCUPANTS ROOM 217 CIRCUIT LAB 414 4 TOTAL 4 REFERENCE: EGRESS WIDTH REQUIRED PROVIDED REQUIRED PROVIDED EGRESS WIDTH WITHOUT SPRINKLER SYSTEM WITH SPRINKLER SYSTEM BCNYS TABLE 1005.1 STAIRWAYS 0.3" PER OCCUPANT EXIST ING EXCEEDS 0.2" PER OCCUPANT N/A OTHER COMPONENTS 0.2" PER OCCUPANT EXISTING EXCEEDS 0.15" PER OCCUPANT N/A REFERENCE: MEANS OF EGRESS ILLUMINATION REQUIRED PROVIDED BCNYS 1006 EMERGENCY LIGHTING Y Y REFERENCE: ACCESSIBLE MEANS OF EGRESS REQUIRED PROVIDED BCNYS 1007 ACCESSIBLE MEANS OF EGRESS Y No hanged as part of project REFERENCE: EXIT SIGNS REQUIRED PROVIDED BCNYS 1011 EXIT SIGNS N Not changed as part of project REFERENCE: COMMON PATH OF TRAWL REQUIRED PROVIDED COMMON PATH OF TRAVEL WITHOUT SPRINKLER SYSTEM WITH SPRINKLER SYSTEM BCNYS1014.3 ASSEMBLY GROUP A <75' NIA <75' Not changedaspart ofproject BUSINESS GROUP B < 75' N/A < 100' Not changed as part of project BCNYS 1025.8 ASSEMBLY WITHFIXED SEAT ING N/A N/A <30' Not changed as part of project REFERENCE: EXIT ACCESSRAiL DISTANCE REQUIRED PROVIDED REQUIRED PROVIDED EXIT ACCESS TRAVEL DISTANCE WITHOUT SPRINKLER SYSTEM WITH SPRINKLER SYSTEM BCNYS TABLE 1016.1 ASSEMBLY GROUP A < 200' NIA < 250' N/A BUSINESS GROUP B < 200' Y < 300' N/A REFERENCE: CORRIDORS REQUIRED PROVIDED BCNYS 1017.1 CORRIDOR WALLS, Fl RESISTANCE RATING, WITHOUT SPRINKLER 1 Y CORRIDOR WALLS, FIRE -RESISTANCE RATING, WITH SPRINKLER 0 N/A BCNYS 10172 MINIMUM CORRIDOR WIDTH (IN) 44 Not changed as partof project DEAD ENDS REQUIRED PROVIDED REQUIRED PROVIDED BCNYS 1017.3 OCCUPANCY GROUP WITHOUT SPRINKLER SYSTEM WITH SPRINKLER SYSTEM ASSEMBLY GROUP A <20' Not changed as part of project <20' N/A BUSINESS GROUP 8 <20' Not changed as part of project <50' NIA REFERENCE: EXITS REQUIRED PROVIDED BCNYS TABLE 1019.1 MINIMUM NUMBER PER STORY 2 Not changed aspartofproject BCNYS TABLE 1015.1 PER PROJECT AREA 1 1 ACCESSIBILITY REFERENCE: NOTES REQUIRED PROVIDED EBCNYS 505 REPAIRS N/A N/A EBCNYS 605 ALTERAT ION - LEVEL 1 N/A N/A EBCNYS 706 ALTERAT ON - LEVEL 2 N/A Not changed as part of project EBCNYS 605.1.1 ENTRANCES Projectwill notalter an existing entrance N/A N/A EBCNYS 605.1.9 TOILET ROOM Project will not alter an existing toiletroom N/A N/A EBCNYS 806 ALTERATION - LEVEL 3 N/A N/A BCNYS 1104 ACCESSIBLE ROUTE 1 Not changed as part of project BCNYS 1105 ACCESSIBLE ENTRANCES % OF ALL PUBLIC ENTRANCES 60% Not changed as part of project BCNYS 11092 ACCESSIBLE TOILET AND BATHING FACILITIES QTYOF EACH TYPE OF FIXTURE PER TOILET RM 1 Not changed as part of project BCNYS 1109.3 SINKS % OF ALL S1 IKS PROVIDED 5% N/A BCNYS 1109.5 DRINKING FOUNTAINS QTY PER FLOOR 9 Not changed as part of project BCNYS 1109.8 STORAGE QTYOF EACH TYPE IN ACCESSIBLE SPACES 1 N/A BCNYS 1109.11 SEAT ING (TASLES, COUNT ERS, WORK SURFACES) %OFSEATING/STANDING SPACE 5% N/A *AGREEMENT WITH CITY OF ITHACA REQUIRES NEW AREAS OF CONSTRUCTION OR RENOVATIONS WITHIN PHILLIPS HALL INCLUDE FULL SPRINKLER COVERAGE. 16 15 14 13 12 CODE REVIEW SUM ARY 10 AREA OF WORK 1 221 j 222 ~) }:, a .) 226 );j 229 LEGEND -- PATH OF TRAVEL - • - • - • - • ■ 1 HR FIRE RESISTANCE RATED CONSTRUCTION 8 16 32 SCALE: 1/16"=1'-0" EGRESS PATH SCALE: 6" = 1 1-0" WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED Br FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH* CIVIL: ELEC• MECH• REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION DATE: • 5 In MUM 0 .Pa •,..1 DATE: AY 15, 2015 FACILITY: 2039H DESIGN: S. GEIGER D WN: g CODE REVIEW SUMMARY A 8 4 2 G-001 P0520 ARCHIVE BAR CODE 16 DOOR SCHEDULE 5 DOOR 4 3 FRAME 2 DOOR NO ROOM # WIDTH HEIGHT DEPTH TYPE MAT FIN GLAZING TYPE MAT FIN HEAD HT DETAIL 217-1 217 3'-0" 7'-0" 1 1/2" D-1 STEEL N/A 5'-10" x 2'-4" SF -1 STEEL N/A 2" 21A-000 NOTES 1 DOOR AND FRAME ASSEMBLY SHALL BE UL RATED FOR 1 HOUR. 2 OPENING FORCE ON ALL DOORS SHALL NOT EXCEED 5 POUNDS. HARDWARE SCHEDULE DOOR 217-1 LOCAT ION 200CA TO 217 HAND LH NEYTA2714 4.5x4.5 x26D w 1 MORTISE LOCK - SARGENT 70-M1 82271 x 24 VOLTDS x IPS x B x03xLNLxUS10xLH U U SECURITRON EL CEPT POWER TRANSFER McKINNEY QC- x DOO w CD U INNEY QC -5100 IDED BY CORNELL LOCKSHOP RESTRICTED CYLIND SARGENT 351 x 0 x EN Iz w NOTES 1 COORDINATE CARD ACCESS FOR THIS DOOR WTH CENTRAL ZONE FIRE ALARM CREW. ATTN - KEVIN BARNHART 2 CORES AND KEYS WILL BE PROVIDED BY THE CORNELL LOCK SHOP. CASE ORK SCHEDU E 0 J J SILENCERS DCI 8 1 DOOR AND HARDWARE SCHEDULES TAG TYPE — OVERALL DIMENSIONS DRAWER SIZE ITEM NUMBER HEIGHT (IN) WIDTH (IN) DEPTH (IN) HEIGHT (IN) WDTH (IN) DEPTH (IN) A WALL CABINET 22 12 6 2-1/4 11 5-7/8 WB499106 B WALL CABINET 22 12 6 1-3/8 2 5-7/8 WB499104 C WALL CABINET 22 12 6 2-1/4 3-1/4 5-7/8 WB499100 NOTES 1 BASIS OF DESIGN: GLOBAL INDUSTRIAL PLASTIC DRAWER CABINET WTH STEEL FRAME. 2 PROVIDE ALL REQUIRED FASTENERS, SHIMS, BRACING KITS, ETC AS REQUIRED TO ENSURE A COMPLETE AND PROPER INSTALLATION OF CASEWORK IN ACCORDANCE WTH MANUFACTURER'S RECOMMENDATIONS. 3 SHELVES SHALL BE WELDED. 4 DRAWERS TO HAVE A FRONT LIP, GLIDES FOR EASY PULLOUT, AND SPILL PREVENTING STOPES. 5 FINISHES: DRAWERS - CLEAR; METAL - BLUE ELECTROSTATIC POWER FACTORY PAINTED. CASEWORK SCHEDULE 2 5/8" TYPE 'X' GWB BATT INSULATION 3 5/8" MTL STUD 5/8" TYPE 'X' GWB PARTITION (1 HR - RATED) : GA FILE NO. WP 1072 5/8" TYPE 'X' GWB BOTH SIDES 3 5/8" MTL STUD BATT INSULATION WALL TYPE 16 5 4 3 SCALE: NONE 2 ti 10 ARCHITECTU SUB SAL SCHEDULE SECTION DESCRIPTION MATERIAL SHOP DRAWINGS1 COORDINATION DRAWINGS AS BUILT DRAWINGS1 PRODUCT DATA1 SCHEDULES1 SAMPLES1 QUALIFICATIONS1 — 0) z 0 1= LL INSPECTION & TEST REPORTS1 OPERATION & MAINTENANCE DATA 064023 INTERIOR ARCHITECTURAL CASEGOODS COUNTERTOPS X X X X WALL CABINETS X X X SHELVING X X X 078413 PENETRATION FIRESTOPPING THROUGH -PENETRATION FIRESTOP SYSTEMS X X X 081113 HOLLOW METAL WORK DOOR AND STOREFRONT FRAM NG X X X 087100 DOOR HARDWARE HARDWARE MATERIALS X X X X 088000 GLAZING & GLAZING TREATMENT FIRE RATED GLAZING MATERIALS X X X X X X X 095123 ACOUSTICAL TILE CEILINGS ACOUSTICAL TILE X X X X X X X METAL SUSPENSION SYSTEM X X X X X X X 096513 LINOLEUM FLOORING LINOLEUM TILE FLOORING X X ADHESIVES X 096543 RESILIENT TILE FLOORING VINYL COMPOSITION FLOOR TILE X X X X LEVELING AND PATCHING COMPOUNDS X ADHESIVES X 099123 INTERIOR PAINTING PAINT X X X X BACKER ROD AND SEALANT FIRE RATED INSULATION II` (o 60 MIN FIRE RATED /8" GLASS A: JAMB DETAIL 3'-0" 2'-4" 0-1 2" 1' ARCHITECTURALSUBMITTAL SCHEDULE 1 HR RATED GWB WALL TO DECK. SEE 3/A-000 INSTALL GLAZING PER MANUFACTURERS' INSTRUCTIONS TO MAINTAIN 60 MIN FIRE RATING MINIMUM 60 MIN FIRE RATED 7/8" GLASS B• HEAD DETAIL FRA E DETAILS SF -1 STOREFRONT MUST BE 1 HR RATED DOOR & FRAME TYPES 0 SCALE: NONE WORM MOM MOW 111.011 MOM DOOR - EXISTING TO REMAIN ITEM FOR DEMOLITION 22 KEYNOTE - DEMOLITION 99 KEYNOTE - NEW WORK F1 TAG - FINISH TAG - EQUIPMENT TAG - CASEWORK TAG - DOOR TAG - FURNISHING BREAK LINE ! ELEVATION MARKER INTERIOR ELEVATION 011 D16 A103 N 999 NORTH ARROW ROOM DATA SECTION SY BO S B.O. BOTTOM OF BYND BEYOND CLG CEILING DTL DETAIL GWB GYPSUM WALL BOARD MTL METAL O.C. ON CENTER PTD PAINTED RCP REFLECTED CEILING PLAN SIM SIMILAR THK THICK T.O. TOP OF TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE U/S UNDERSIDE V.I.F. VERIFY IN FIELD ABBREVIATIONS WALL - EXISTING TO BE REMOVED WALL - EXISTING TO REMAIN WALL - NEW GWB & STUD ARCHITECTURAL PATTERNS ARCHITECTURAL SCOPE OF WORK: 1.0 THE PURPOSE OF THIS PROJECT IS TO CREATE AN INOVATIVE CIRCUIT LAB WITH NEW FINISHES INCLUDING FLOORING, CEILING, AND STOREFRONT SYSTEM. A WORK TOP, PARTS CABINETS, SHELVING, AND A PEG BOARD FOR TOOLS WILL ALSO BE PROVIDED. SCOPE OF ORK ARCHITECTURAL GENERAL NOTES: 1.0 DESIGN, CONSTRUCTION AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE "NEW YORK STATE UNIFORM FIRE PROTECTION AND BUILDING CODE", LATEST REVISION, THE NFPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1 - LATEST REVISION, OSHA, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED. 2.0 THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE, REGARDLESS OF WHETHER OR NOT ALL WORK OR EACH ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND / OR NOTES. 3.0 WHERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIALS. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. WHERE ITEMS CAN NOT BE REPAIRED TO A "NEW CONDITION", OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT NO COST TO THE OWNER. 4.0 CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE PROJECT MANAGER, WHO WILL REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER AND PROVIDE CLARIFICATION IN WRITING. 5.0 WHERE EXISTING CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND / OR DISTURBED FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS (Le. DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID. 6.0 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (i.e. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF REMOVAL / REPLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITION. 7.0 GENERAL CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH CONTRACTOR EXACT LOCATION OF ALL ITEMS. 8.0 ALL PENETRATIONS (EXISTING OR NEW )THROUGH FLOORS AND FULL HEIGHT WALLS - IN AREA OF WORK TO BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS TO BE FIRE & SMOKE STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL. 9.0 JOBSITE WILL BE CLEANED DAILY AND DEBRIS REMOVED TO CONTAINERS OR TO VEHICLE WHICH WILL REMOVE DEBRIS FROM CAMPUS. CONTAINERS WILL BE REMOVED AS SOON AS FULL OR WHEN THE PROJECT HAS PROGRESSED TO A POINT THAT A CONTAINER IS NO LONGER REQUIRED. 10.0 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL AREAS USED TO BRING SUPPLIES AND EQUIPMENT INTO THE PROJECT AREA. ANY DAMAGE TO AREAS OUTSIDE THE PROJECT AREA INCLUDING BUT NOT LIMITED TO THE LOBBY AND CORRIDOR SHALL BE REPAIRED AT NO COST TO THE OWNER. NOTES WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH: CIVIL• ELEC: MECH• REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION 0 MOM 2000000 00000100 0 00000 DATE: FACILITY: DESIGN: DRAWN: 2039H S. GEIGER, C. HOOVER seg, Gib SCOPE OF WORK, PATTERNS, SYMBOLS, DETAILS AND SCHEDULES A-000 P0520 w O U ivy e i0 a SF -1 STOREFRONT MUST BE 1 HR RATED DOOR & FRAME TYPES 0 SCALE: NONE WORM MOM MOW 111.011 MOM DOOR - EXISTING TO REMAIN ITEM FOR DEMOLITION 22 KEYNOTE - DEMOLITION 99 KEYNOTE - NEW WORK F1 TAG - FINISH TAG - EQUIPMENT TAG - CASEWORK TAG - DOOR TAG - FURNISHING BREAK LINE ! ELEVATION MARKER INTERIOR ELEVATION 011 D16 A103 N 999 NORTH ARROW ROOM DATA SECTION SY BO S B.O. BOTTOM OF BYND BEYOND CLG CEILING DTL DETAIL GWB GYPSUM WALL BOARD MTL METAL O.C. ON CENTER PTD PAINTED RCP REFLECTED CEILING PLAN SIM SIMILAR THK THICK T.O. TOP OF TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE U/S UNDERSIDE V.I.F. VERIFY IN FIELD ABBREVIATIONS WALL - EXISTING TO BE REMOVED WALL - EXISTING TO REMAIN WALL - NEW GWB & STUD ARCHITECTURAL PATTERNS ARCHITECTURAL SCOPE OF WORK: 1.0 THE PURPOSE OF THIS PROJECT IS TO CREATE AN INOVATIVE CIRCUIT LAB WITH NEW FINISHES INCLUDING FLOORING, CEILING, AND STOREFRONT SYSTEM. A WORK TOP, PARTS CABINETS, SHELVING, AND A PEG BOARD FOR TOOLS WILL ALSO BE PROVIDED. SCOPE OF ORK ARCHITECTURAL GENERAL NOTES: 1.0 DESIGN, CONSTRUCTION AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE "NEW YORK STATE UNIFORM FIRE PROTECTION AND BUILDING CODE", LATEST REVISION, THE NFPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1 - LATEST REVISION, OSHA, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED. 2.0 THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE, REGARDLESS OF WHETHER OR NOT ALL WORK OR EACH ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND / OR NOTES. 3.0 WHERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIALS. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. WHERE ITEMS CAN NOT BE REPAIRED TO A "NEW CONDITION", OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT NO COST TO THE OWNER. 4.0 CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE PROJECT MANAGER, WHO WILL REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER AND PROVIDE CLARIFICATION IN WRITING. 5.0 WHERE EXISTING CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND / OR DISTURBED FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS (Le. DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID. 6.0 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (i.e. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF REMOVAL / REPLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITION. 7.0 GENERAL CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH CONTRACTOR EXACT LOCATION OF ALL ITEMS. 8.0 ALL PENETRATIONS (EXISTING OR NEW )THROUGH FLOORS AND FULL HEIGHT WALLS - IN AREA OF WORK TO BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS TO BE FIRE & SMOKE STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL. 9.0 JOBSITE WILL BE CLEANED DAILY AND DEBRIS REMOVED TO CONTAINERS OR TO VEHICLE WHICH WILL REMOVE DEBRIS FROM CAMPUS. CONTAINERS WILL BE REMOVED AS SOON AS FULL OR WHEN THE PROJECT HAS PROGRESSED TO A POINT THAT A CONTAINER IS NO LONGER REQUIRED. 10.0 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL AREAS USED TO BRING SUPPLIES AND EQUIPMENT INTO THE PROJECT AREA. ANY DAMAGE TO AREAS OUTSIDE THE PROJECT AREA INCLUDING BUT NOT LIMITED TO THE LOBBY AND CORRIDOR SHALL BE REPAIRED AT NO COST TO THE OWNER. NOTES WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH: CIVIL• ELEC: MECH• REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION 0 MOM 2000000 00000100 0 00000 DATE: FACILITY: DESIGN: DRAWN: 2039H S. GEIGER, C. HOOVER seg, Gib SCOPE OF WORK, PATTERNS, SYMBOLS, DETAILS AND SCHEDULES A-000 P0520 w O U 16 1 15 14 1 13 2 1 10 6 _J 1 4444 444 E -- E 44, '4( 7 / —1 -r -t -1 1 7. r r r E 44444,444444:***44mmEmmj r r 5 4 3 2 t- 0 2 SCALE: 1/4"=1'-0" DEMOLITION REFLECTED CEILING PLAN SCALE: 4" = 1,-0" EE(.444 444E4E FEE 1 44414444,44444444(4444:4444,44144444:44 344444444444444444444m444444:44,444444-4,44444 / L. ..oernrn 1 5 0 2 SC E:114"=1'-0" GENERAL NOTES: 1.0 THE OWNER WILL MANAGE ASBESTOS REMOVAL ACTIVITIES UNDER SEPE CONTRACT. 2.0 ABATEMENT CONTRACTOR WILL REMOVE THE FLOORING IN BOTH 217 AND 217A. KEYED DEMOLITION NOTES: TE REMOVE SUSPENDED CEILING IN ITS ENTIRETY INCLUDING TILES, GRID, WIRES AND FASTENERS. 0 REMOVE DOOR, FRAME AND HARDWARE IN ITS ENTIRETY. 0 REMOVE GWB WALL IN ITS ENTIRETY. 0 REMOVE CMU WALL IN THE LENGTH INDICATED AND UP TO THE DECK INCLUDING TWO ROWS OF BRICK BASE. SUPPORT CORRIDOR CEILINGS AS REQUIRED. 0 CAREFULLY REMOVE DISPLAY CASE AND SIGNAGE ABOVE CASE AND RETURN TO OWNER FOR REUSE. SEE ELEVATION 3/A-402 REMOVE ROOM SIGN AND SAVE FOR REUSE. SEE ELEVATION 31A-402 0 FLOORING WILL BE REMOVED BY ABATEMENT CONTRACTOR. 0 REMOVE WHITE BOARD AND ANCHORS. PATCH HOLES AND PREP FOR PAINTING. WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH CIVIL* ELEC• MECH: REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION 1 DEMOLITION FLOOR P N SCALE: 1/4" = '-0" NOTES PARTIAL SECOND FLOOR DEMOLITION FLOOR AND REFLECTED CEILING PLANS 16 15 14 13 12 11 10 AD -102 P0520 A 6 15 4 ,41,10100 12 1 10 . 2.2m2,22.22,2,m2.:2,2222,m2mmmtmal VI / , \ / - \ ,/ '713 \ / 7. 4'-11 1/8 4'-8 1/4" ".- P 0 2 SCALE: 1/4".1I-0" NEW CONSTRUCTION REFLECTED CEILING PLAN SCALE: 1/4" = 222 - A — 222 t 4'-0" 19'-0" 24- 2722,2 ;;1;;;;';'' ;;;;;;;;;;;;,11 5/8" 14, 7 ABOVESTOFEL FRONT rri t2" I FI21„21 , 0...., 044 0424 222.2.44, 240424 4424 I , I I, , .,t i' , I 2 SCALE: 1/4=1'-0" GENERAL NOTES: 1.0 PATCH HOLES IN WALLS AND REMOVE ALL ANCHORS. PREP WALLS FOR PAINTING. KEYED CONSTRUCTION NOTES: O NEW SUSPENDED CEILING CLOUD SYSTEM. ARMSTRONG ULTIMA TEGULAR FINE TEXTURE 2)(21)(3/4" WITH 15/16 PRELUDE GRID (WHITE) AND 4" AXIOM CLASSIC TRIM (WHITE). 0 INSTALL SALVAGE ROOM SIGNAGE. MOUNT AT HEIGHT TO MATCH EXISTING. SEE ELEVATION 4/A-402. O NEW 1 HR RATED STOREFRONT SYSTEM AND DOOR WITH GWB WALL ABOVE TO DECK. SEE DETAILS 1/A-000 AND 4/A-000. O PATCH WALL AND PREP FOR PAINTING WHERE GWB WALL WAS REMOVED. 0 NEW CORIAN COUNTERTOP COLOR VENARO WHITE. O NEW 3'x4' PEG BOARD. PAINT TO MATCH WALL COLOR. MOUNT WITH FURRING AT ALL EDGES AND FULL VERTICAL IN CENTER SO THERE IS SPACE BETWEEN THE PEG BOARD AND WALL TO ALLOW FOR PEGS. C> NEW WALL MOUNTED CASEWORK. SEE ELEVATION 2/A-402. 0 AT EXISTING BRICK BASE CUT TO PROVIDE CLEAN TRANSITION BETWEEN NEW STOREFRONT AND WALL. CAULK NO GREATER THEN 1/4" WITH FINISHED EDGE AT EXISTING. NEW DIFFUSER. COORDINATE WITH MECHANICAL DRAWINGS. MOUNT FLUSH WITH NEW ACOUSTICAL CEILING. O SPRINKLER. COORDINATE WITH FIRE PROTECTION DRAWINGS. 0 LIGHT FIXTURE. MOUNT FLUSH WITH ACOUSTICAL CEILING . COORDINATE WITH ELECTRICAL DRAWINGS. C> CEILING MOUNTED POWER STRIP INSTALLED BELOW ACOUSTICAL CEILING. COORDINATE WITH ELECTRICAL DRAWINGS. O NEW DIFFUSER. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS. MOUNT ABOVE NEW LIGHT FIXTURE. ARCHITECTURAL FINISHES: PAINT PAINT WALLS SHERWIN WILLIAMS SW 7004 SNOWBOUND. C) PAINT EVERYTHING ABOVE SUSPENDED CEILING TILES SHERWIN WILLIAM SW 6989 DOMINO. PAINT WALL FROM DECK DOWN 2'-0" SHERWIN WILLIAMS SW 6989 DOMINO. • PAINT ELECTRICAL BOXES SHERWIN WILLIAMS SW 7004 SNOWBOUND. Cs) PAINT STOREFRONT FRAME AND DOOR FRAME BLUE TO MATCH EXISTING. FINAL COLOR SHALL BE APPROVED BY ARCHITECT. BASE INSTALL NEW 4" BASE. JOHNSONITE 129 SILK WB. FLOORING FORBO MARMOLEUM COMPOSITION TILE. SEE 1/A-402 FOR LAYOUT AND COLOR SELECTION. ARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION ALTERED BYFOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH• CIVIL; ELEC• MECH: REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION 1 NEW CONSTRUCTION FLOOR PLAN SCALE: 1/4" = 1'-O" NOTES 16 15 14 13 12 11 10 PARTIAL SECOND FLOOR CONSTRUCTION - FLOOR AND REFLECTED CEILING PLANS A A-102 P0520 ARCHIVE BAR CODE 6 1 14 3 12 BLUE PANEL \ 3'-0" BLUE PANEL ics GLASS 3'-8 5/8 " *to BLUE PANEL BLUE PANEL GLASS 3'-8 5/8 " BLUE PANEL EXISTING COLUMN 0 SCALE: 1/2"=1'-0" CMU WALL BASE: TWO LAYERS OF BRICK —� EXISTING COLUMN 11'-1 1/8 " +/- AREA OF WALL REMOVAL 0 SCALE: 1/2°=1'-0" NEW CORRIDOR ELEVATION SCALE: 1/2" = 1'-0" EXISTING CORRIDOR ELEVATION SCALE: 1/2" = 1'-0" 4'-0" 7'-6" 4'-0" 7'-6" 0 iv 0 SC E: 1/2"=1'-0" NEW INTERIOR WALL ELEVATION SCALE: 2"_1r0" FLOORING KEY: MCT -607 WHITE MARBLE MCT- 810 FLAX FORBO MARMOLEUM COMPOSITION TILE (MCT): SIZE: 13"x13" GAUGE: .080" ADHESIVE: FORBO T940 OR MT 885, TROWEL 1/16" SQUARE NOTCH FIRE RESISTANCE: ASTM E-662/NFPA 258 (SMOKE DENSITY) - 450 OR LESS AND ASTM E-648/NFPA 253 - CLASS 1 0 SCALE: 1/2"=1'-0" GENERAL NOTES: 1.0 PATCH HOLES IN WALLS AND REMOVE ALL ANCHORS. PREP WALLS FOR PAINTING. KEYED DEMOLITION NOTES: O CAREFULLY REMOVE ROOM SIGNAGE AND SAVE FOR REUSE. O DOOR AND FRAME TO BE REMOVED. COORDINATE WITH DEMOLITION PLAN. OCAREFULLY REMOVE DISPLAY CASE BOARD AND SIGNAGE ABOVE CASE. TURN OVER REMOVED MATERIALS TO OWNER. Q CMU WALL TO BE REMOVED UP TO THE DECK. Q EXISTING ACOUSTICAL CEILING SYSTEM TO BE REMOVED AND PROTECTED DURING CONSTRUCTION ACTIVITIES. REINSTALL WHEN PROJECT IS COMPLETE. REPLACE ANY DAMAGED CEILING TILES. KEYED CONSTRUCTION NOTES: Q NEW 1 HR RATED STOREFRONT SYSTEM. PLEASE SEND SAMPLES OF FINISHES WITH SUBMITTAL. Q RELOCATED ROOM SIGNAGE. MOUNT AT HEIGHT TO MATCH EXISTING. QNEW 1 HR RATED GWB WALL TO DECK. Q REINSTALL CORRIDOR ACOUSTICAL CEILING SYSTEM. 0 10 -INCH ROUND DUCT PENETRATION WITH FIRE DAMPER. COORDINATE WITH MECHANICAL DRAWINGS. Q NEW CORIAN COUNTER TOP. COLOR VENARO WHITE. MOUNT 2'-6"AFF WITH BRACKETS. Q NEW 3'x4' PEG BOARD. 08 NEW PLASTIC DRAWER CABINETS. USE PLYWOOD WITH PAINTED EDGES FOR BLOCKING. SEE CASEWORK SCHEDULE. Q NEW 4" BASE. SEE FINISH SCHEDULE. 0 NEW SHELVING. ARCHITECTURAL FINISHES: PAINT 0 PAINT WALLS SHERWIN WILLIAMS SW 7004 SNOWBOUND. 0 PAINT WALLS FROM DECK DOWN 2'-0" SHERWIN WILLIAMS SW 6989 DOMINO. 0 PAINT STOREFRONT FRAME AND DOOR FRAME BLUE TO MATCH EXISTING. FINAL COLOR SHALL BE APPROVED BY ARCHITECT. BASE 0 INSTALL NEW 4" BASE. COLOR: JOHNSONITE 129 WILK WB. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARC,j CIVIL. ELEC. MECH: REVISIONS: DATE: 05/15(15 - ISSUE FOR CONSTRUCTION A DATE. co HISMINIM 8211102123119 al UNIII0111011 FACILITY: DESIGN: ELEVATIONS AND FINISH FLOOR PLAN 1 16 15 14 13 12 11 10 9 7 6 NE FINISH FLOOR PLAN 5 CALE: 1/2" = 1'-0" 1 NOTES A-402 P0520 w 0 0 0 2 0 -I 3 0 iv 0 SC E: 1/2"=1'-0" NEW INTERIOR WALL ELEVATION SCALE: 2"_1r0" FLOORING KEY: MCT -607 WHITE MARBLE MCT- 810 FLAX FORBO MARMOLEUM COMPOSITION TILE (MCT): SIZE: 13"x13" GAUGE: .080" ADHESIVE: FORBO T940 OR MT 885, TROWEL 1/16" SQUARE NOTCH FIRE RESISTANCE: ASTM E-662/NFPA 258 (SMOKE DENSITY) - 450 OR LESS AND ASTM E-648/NFPA 253 - CLASS 1 0 SCALE: 1/2"=1'-0" GENERAL NOTES: 1.0 PATCH HOLES IN WALLS AND REMOVE ALL ANCHORS. PREP WALLS FOR PAINTING. KEYED DEMOLITION NOTES: O CAREFULLY REMOVE ROOM SIGNAGE AND SAVE FOR REUSE. O DOOR AND FRAME TO BE REMOVED. COORDINATE WITH DEMOLITION PLAN. OCAREFULLY REMOVE DISPLAY CASE BOARD AND SIGNAGE ABOVE CASE. TURN OVER REMOVED MATERIALS TO OWNER. Q CMU WALL TO BE REMOVED UP TO THE DECK. Q EXISTING ACOUSTICAL CEILING SYSTEM TO BE REMOVED AND PROTECTED DURING CONSTRUCTION ACTIVITIES. REINSTALL WHEN PROJECT IS COMPLETE. REPLACE ANY DAMAGED CEILING TILES. KEYED CONSTRUCTION NOTES: Q NEW 1 HR RATED STOREFRONT SYSTEM. PLEASE SEND SAMPLES OF FINISHES WITH SUBMITTAL. Q RELOCATED ROOM SIGNAGE. MOUNT AT HEIGHT TO MATCH EXISTING. QNEW 1 HR RATED GWB WALL TO DECK. Q REINSTALL CORRIDOR ACOUSTICAL CEILING SYSTEM. 0 10 -INCH ROUND DUCT PENETRATION WITH FIRE DAMPER. COORDINATE WITH MECHANICAL DRAWINGS. Q NEW CORIAN COUNTER TOP. COLOR VENARO WHITE. MOUNT 2'-6"AFF WITH BRACKETS. Q NEW 3'x4' PEG BOARD. 08 NEW PLASTIC DRAWER CABINETS. USE PLYWOOD WITH PAINTED EDGES FOR BLOCKING. SEE CASEWORK SCHEDULE. Q NEW 4" BASE. SEE FINISH SCHEDULE. 0 NEW SHELVING. ARCHITECTURAL FINISHES: PAINT 0 PAINT WALLS SHERWIN WILLIAMS SW 7004 SNOWBOUND. 0 PAINT WALLS FROM DECK DOWN 2'-0" SHERWIN WILLIAMS SW 6989 DOMINO. 0 PAINT STOREFRONT FRAME AND DOOR FRAME BLUE TO MATCH EXISTING. FINAL COLOR SHALL BE APPROVED BY ARCHITECT. BASE 0 INSTALL NEW 4" BASE. COLOR: JOHNSONITE 129 WILK WB. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARC,j CIVIL. ELEC. MECH: REVISIONS: DATE: 05/15(15 - ISSUE FOR CONSTRUCTION A DATE. co HISMINIM 8211102123119 al UNIII0111011 FACILITY: DESIGN: ELEVATIONS AND FINISH FLOOR PLAN 1 16 15 14 13 12 11 10 9 7 6 NE FINISH FLOOR PLAN 5 CALE: 1/2" = 1'-0" 1 NOTES A-402 P0520 w 0 0 0 2 0 6 ( 15 14 13 12 1 0 PHILLIPS HAL TAKER LAB RENOVATION SUBMITTAL SCHEDULE 5 4 3 2 SECTION DESCRIPTION MATERIAL SHOP DRAWINGS COORDINATION DRAWINGS AS BUILT DRAWINGS PRODUCT DATA SCHEDULES WIRING DIAGRAMS CALCULATIONS SAMPLES STANDARDS QUALIFICATIONS CERTIFICATIONS MANUFACTURER'S INSTRUCTIONS INSPECTION & TEST REPORTS OPERATION & MAINTENANCE DATA WARRANTIES & BONDS 230523 GENERAL DUTY VALVES FOR HVAC BALL VALVES X CHECK VALVES X 230529 HANGERS & SUPPORTS FOR HVAC TRAPEZE HANGERS X FASTENERS X 230593 TESTING, ADJUSTING & BALANCING FOR HVAC CERTIFIED TEST REPORT X X EQUIPMENT CALIBRATION X 230700 HVAC INSULATION PIPING INSULATION X X DUCTWORK INSULATION X X 230900 INSTRUMENTATION & CONTROL FOR HVAC CONTROLLERS & ENCLOSURES X X X X X POINTS / ALARM LIST X X SCHEMATIC CONTROL DIAGRAMS X X ARCHITECTURE DIAGRAM X X SEQUENCES OF OPERATION X X BILL OF MATERIALS X X TEMPERATURE SENSORS X X X X STATUS INPUTS X X X ACTUATORS X X X CONTROL VALVES X X X X X CABLING X X 232113 HYDRONIC PIPING SYSTEMS PIPES, TUBES, FITTINGS X X X JOINING MATERIALS X DIELECTRIC FITTINGS X 233113 METAL DUCTS RECTANGULAR DUCTWORK X X X X ROUND DUCTWORK X X X X SEALING & GAS TING MATERIALS X SHOP CONSTRUCTION STANDARDS X 233300 AIR DUCT ACCESSORIES FIRE DAMPERS X X X X X X X VOLUME DAMPERS X X FLEXIBLE DUCTS X X X X SELF SUPPORTING FLEXIBLE EXHAUST DUCT X X X 233713 DIFFUSERS, REGISTERS AND GRILLES GRILLES X X SCOPE OF WORK: 1.0 REMOVE THE EXISTING TRANSFER DUCT, GRILLES AND FAN. 2.0 PROVIDE A NEW CONTROL PACKAGE FOR THE EXISTING VAV AND FAN COI UNITS WITHIN THE SPACE. .0 PROVIDE NEW SUPPLY DUCT AND DIFFUSERS FOR THE EXISTING VAV AND FAIN COIL UNITS WITHIN THE SPACE. 4.0 PROVIDE NEW POINT EXHAUST AT THREE LOCATIONS WITHIN THE SPACE. WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH: CIVIL' ELEC' MECH' REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION DATE •/S NOT USED CONTROL SYMBOLOGY ROOM TEMPERATURE SENSOR, SCHEMATIC QST% WITH SETPOINT ADJUSTMENT AND DISPLAY Y SINGLE POINT TEMPERATURE SENSOR DUCT MOUNTED TEMPERATURE SENSOR NETWORK COMMUNICATION INTERFACE POINT, BACnet MSTP ELECTRICAL INTERFACE START/STOP MODULATING MOTOR OCCUPANCY SENSOR MODULATING Y COM Forl MECHANICAL SYMBOLOGY DUCT UP (SUPPLY) DUCT DOWN (SUPPLY) DUCT UP (EXHAUST OR RETURN) DUCT DOWN (EXHAUST OR RETURN) RECTANGULAR ELBOW STANDARD BRANCH DUCT FLEXIBLE CONNECTION VOLUME DAMPER FIRE DAMPER SMOKE DAMPER FIRE AND SMOKE DAMPER FLEXIBLE DUCT VD FD i SMD F/SM 2 -WAY CONTROL (ELECTRIC) MODULATING CONTROL VALVE 2 -WAY (PNEU.) PIPE DOWN PIPE UP BOTTOM PIPE CONNECTION TOP PIPE CONNECTION CAP OR PLUG POINT OF CONNECTION AIR FLOW DUCT AIR FLOW CONDENSATE DRAIN CHILLED WATER SUPPLY CHILLED WATER RETURN HOT/CHILLED WATER RETURN HOT/CHILLED WATER SUPPLY SPRINKLER PIPING HOT WATER SUPPLY HOT WATER RETURN EXISTING PIPING PIPING TO BE REMOVED NEW PIPING NEW EQUIPMENT EXISTING EQUIPMENT DEMOLITION WORK SWITCH PNEUMATIC THERMOSTAT ELECTRIC THERMOSTAT TEMPERATURE SENSOR - CD GHWS— CHWR HCS HCR - SP - HWS HWR Xp (E) CONTROL ABBREVIATIONS RAG RETURN AIR GRILLE VD VOLUME DAMPER FD FIRE DAMPER BCU BLOWER COIL UNIT EA EXHAUST AIR SA SUPPLY AIR SAD SUPPLY AIR DIFFUSER EAG EXHAUST AIR GRILLE (E) EXISTING TO REMAIN CD CONDENSATE BINARY POINT ANALOG POINT Al ANALOG INPUT AO ANALOG OUTPUT BI BINARY INPUT BO BINARY OUTPUT BV BINARY VALUE AV ANALOG VALUE N.C. NORMALLY CLOSED N.O. NORMALLY OPEN F.L. FAIL LAST AIR FLOW SUBMITTAL SCHEDULE MECHANICAL ABBREVIATIONS ABV AFF CO CONT D DTL EXIST FD FLR FT GC GPM HC HGT ID JC LPD MECH MTD N/A NC NO NTS OC PC PSI PSIG REV RM RPM SP SPEC SUSP ABOVE — ABOVE FINISHED FLOOR — CLEAN OUT — CONTINUED — DRAIN PIPING DETAIL — EXISTING - FLOOR DRAIN — FLOOR — FEET — GENERAL CONTRACTOR - GALLONS PER MINUTE - HVAC CONTRACTOR — HEIGHT — INSIDE DIAMETER - JANITORS CLOSET — LOW POINT DRAIN — MECHANICAL ROOM - MOUNTED - NOT APPLICABLE -- NORMALLY CLOSED - NORMALLY OPEN NOT TO SCALE ON CENTER — PLUMBING CONTRACTOR — POUNDS PER SQUARE INCH - POUNDS PER SQUARE INCH GAUGE REVISION — ROOM — REVOLUTIONS PER MINUTE — STATIC PRESSURE - SPECIFICATION — SUSPENDED TEMP TMP VERT VOL WC TEMPERATURE — TEMPORARY — VERTICAL VOLUME WATER CLOSET SCOPE OF ORK CONTROL AND MECHANICAL SYMBOLOGY 6 5 4 3 2 1 0 CONTROL AND MECHANICAL ABBREVIATIONS 2 0161. INSMINOSION ISIMINNIES VI WM= EMIC =- cu C-7 �a Qz co DATE: MAY 15, 201 FACILITY: 2039H DESIGN: A. PARTRIDGE DRAWN: alp MECH & CTRL SCOPE OF WORK, SYMBOLOGY, ABBREVIATIONS AND SUBMITTAL SCHEDULE M-000 P0520 A D ARCHIVE BAR CODE 6 5 1 '14 3 2 10 5 3 2 6" ROUND GALVANIZED DUCT 6" FLEXIBLE EXAHUST DUCT CONNECTED TO GALVANIZED DUCT 12" BELOW CEILING (B.O.D. - FLEXAUST-PLIADUCT GRAY PVC MATERIAL WITH RIBBON LOCK CONSTRUCTION AND BELL MOUTH EXHAUST CUFF) 6" DUCT SUPPORT NEW 10" ROUND EXHAUST DUCT VOLUME DAMPER 6" DUCT SUPPORT BELL MOUTH EXHAUST CUFF EW SHELVING NEW SHELVING WITH DRAWERS NEW COUNTER TOP 2ND FLOOR LEVEL POINT EXHAUST DETAIL KEYED CONSTRUCTION NOTES: 01 PROVIDE NEW DIGITAL TEMPERATURE SENSOR, SURFACE MOUNTED TO THE FACE OF THE COLUMN AT 48" AFF. INSTALL IN LINE WITH EXISTING DEVICES. ACCEPTABLE MANUFACTURERS: AUTOMATED LOGIC AND ALERTON. Q PROVIDE NEW CONTROL PACKAGE AND REHEAT COIL CONTROL VALVE TO AIR TERMINAL UNIT CV -6 PROVIDE ALL NECESSARY PIPING AND ACCESSORIES TO COMPLETE CONNECTION TO THE EXISTING COIL. ACCEPTABLE CONTROL VALVE MANUFACTURERS: BELIMO CCV. Q PROVIDE NEW 12"X8" SUPPLY DUCT AND DIFFUSER. DIFFUSER SHALL BE INSTALLED ABOVE THE LIGHT FIXTURE. Q PROVIDE NEW CONTROL PACKAGE AND CHILLED WATER CONTROL VALVE FOR EXISTING FAN COIL UNIT. PROVIDE PIPING AND ACCESSORIES AS NECESSARY TO COMPLETE THE CONNECTION. ACCEPTABLE VALVE MANUFACTURERS: BELIMO CCV. Q PROVIDE NEW 8" ROUND SUPPLY DUCT AND DIFFUSERS. FLEX DUCT IS ACCEPTABLE FOR USE IN CONCEALED LOCATIONS ONLY. REFERENCE ARCHITECTURAL DRAWING A-201 FOR THE LOCATION OF THE NEW SUPPLY DIFFUSERS AND CEILING LAYOUT. Q PROVIDE NEW 10" ROUND EXHAUST DUCT. CONNECT TO EXISTING MAIN VIA A TOP CONNECTION AS EXISTING UTILITIES WILL NOT ALLOW FOR A SIDE CONNECTION. SECTIONS OF EXISTING UTILITIES MAY NEED TO BE TEMPORARILY REMOVED TO ACCESS THE TOP OF THE EXHAUST MAIN. Q PROVIDE NEW FIRE DAMPER IN 10" EXHAUST DUCT. Q PROVIDE 6" ROUND FLEXIBLE EXHAUST WITH BELL MOUTH CUFF. BALANCE TO 100 CFM. REFERENCE DETAIL 3 ON M-102 FOR ADDITIONAL INFORMATION. COORDINATE WITH NEW COUNTER TOPS AND CABINETRY. NOTES GENERAL MECHANICAL NOTES CONTINUED: 18.0 SUBMIT BALANCE REPORTS TO FACILITIES ENGINEERING. INCLUDE THE FOLLOWING INFORMATION: 18.1 GENERAL EQUIPMENT INFORMATION: UNIT DESIGNATION, LOCATION, MANUFACTURER, MODEL NUMBER, SERIAL NUMBER, NAMEPLATE DATA 18.2 VARIABLE AIR VOLUME DEVICES: AIRFLOW RATE INCLUDING MINIMUM AND MAXIMUM SETTINGS (CFM), AIR VELOCITY (FPM), AIR PRESSURE DROP (IN WG), COIL DATA 18.3 AIR OUTLETS AND INLETS: NECK SIZE (IN), NECK AREA (SF), AIRFLOW RATE (CFM), VELOCITY (FPM). 18.4 FAN COIL UNITS: AIRFLOW RATE INCLUDING MINIMUM AND MAXIMUM SETTINGS (CFM), AIR VELOCITY (FPM), AIR PRESSURE DROP (IN WG), FAN DATA, COIL DATA, MOTOR DATA KEYED DEMOLITION NOTES: Q REMOVE EXISTING PNEUMATIC CONTROL PACKAGE AND DEVICES FROM SUPPLY AIR TERMINAL UNIT CV -6 AND REPLACE WITH NEW DIGITAL VALVE AND CONTROL PACKAGE. O REMOVE EXISTING PNEUMATIC CONTROL PACKAGE AND DEVICES FROM EXISTING FAN COIL UNITS AND REPLACE WITH NEW CONTROL PACKAGE AND DIGITAL CHILLED WATER CONTROL VALVE O REMOVE EXISTING DUCT TO THE POINT INDICATED, DUCT ACCESSORIES AND DIFFUSERS O REMOVE EXISTING TRANSFER DUCT, FAN, ACCESSORIES AND DIFFUSERS O REMOVE TRANSFER DUCT FAN CONTROL SWITCH. PATCH AND PAINT TO MATCH EXISTING. Q REMOVE EXISTING SENSOR IN IT'S ENTIRETY AND REPLACE WITH NEW SENSOR. NEW LOCATION OF SENSOR SHOWN ON THE INSTALLATION PLAN ON DETAIL 2 OF M-102. O REMOVE EXISTING SENSOR AND FAN COIL UNIT MANUAL CONTROL SWITCH IN ITS ENTIRETY. Q REFERENCE ELECTRICAL DRAWING ED -102 FOR ELECTRIC BASEBOARD REMOVAL. NOTES GENERAL MECHANICAL NOTES: .0 DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. IF DIMENSIONS OR CONDITIONS ARE FOUND TO BE IN CONFLICT WITH THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY REFER THE CONFLICT TO THE ENGINEER. 2.0 UTILITY SHUTDOWNS: SHUTDOWN OF ANY BUILDING UTILITY SYSTEM SHALL BE COORDINATED WITH CUSTOMER SERVICE AT PH: 607-255-5322. THE CONTRACTOR SHALL BEAR THE COST OF THE UTILITY SHUTDOWN. SCHEDULE WORK TEN DAYS IN ADVANCE AND NOTIFY THE OWNER'S REPRESENTATIVE TO COORDINATE BUILDING FUNCTIONS WITH THE BUILDING COORDINATOR. 3.0 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (EG ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF REMOVAL / REPLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITION. 4.0 ALL PENETRATIONS THROUGH FLOOR AND FULL HEIGHT WALLS ARE TO BE FIRE STOPPED IN ACCORDANCE WITH UL STANDARDS. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS ARE TO BE FIRE AND SMOKE STOPPED. CAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL. 5.0 ALL DUCT DIMENSIONS INDICATED ARE IN INCHES, AND ARE INSIDE, FREE AND CLEAR DIMENSIONS. 6.0 INSTALL EQUIPMENT TO ENSURE PROPER ACCESS TO CONTROL DEVICES AND WITH SUFFICIENT SPACE TO PERFORM ROUTINE MAINTENANCE AND REPAIR. EQUIPMENT THAT IS NOT INSTALLED WITH THIS REQUIREMENT IN MIND SHALL BE RELOCATED AT NO EXPENSE TO THE UNIVERSITY UNTIL DEFICIENCIES ARE CORRECTED. 7.0 ALL SYSTEM TESTING SHALL BE CONDUCTED PRIOR TO INSULATION, FIRE PROOFING, AND ENCLOSURE IN SHAFTS. ANY RESTORATION WORK REQUIRED AS A RESULT OF DISTURBING FINISHES OR STRUCTURE IN ORDER TO ACCESS SYSTEMS REQUIRING REPAIR SHALL BE AT NO COST TO THE UNIVERSITY. 8.0 VERIFY FINAL EQUIPMENT/FIXTURE LOCATIONS FOR ROUGHING -IN. 9.0 ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE UNIVERSITY. WHERE ITEMS CAN NOT BE REPAIRED TO A "NEW CONDITION", OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN COMPROMISED, ITEMS SHALL BE RESTORED OR REPLACED AT NO ADDITIONAL COST TO THE UNIVERSITY. 10.0 THE CONTRACTOR SHALL REMOVE WHATEVER NEEDS TO BE REMOVED TO ACCOMMODATE THE WORK. THE CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING, AS REQUIRED, TO RESTORE ALL EXISTING MATERIALS AND FINISH SURFACES. SEE DEMOLITION DRAWINGS FOR GENERAL REPRESENTATION OF REMOVED MATERIALS. VERIFY AND CONFIRM WITH OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE WHICH ITEMS ARE TO BE SAVED FOR OWNER'S USE OR REINSTALLATION BY THE CONTRACTOR. 300 CF HWS/R (E) RETURN DUCT FAN 4"X12" (E) VAV CV 0 REMOVE DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION FROM SITE AS DEMOLITION WORK PROGRESSES. REMOVE RUBBISH FROM JOB SITE REGULARLY AND LEAVE PREMISES, AND WORK AREA IN A CLEAN CONDITION. 12.0 PNEUMATICS WHICH ARE SHOWN TO BE REMOVED SHALL BE REMOVED IN ITS ENTIRETY INCLUDING, BUT NOT LIMITED TO COPPER TUBING, POLY TUBING AND DEVICES. ALL POLY AND COPPER TUBING MUST BE REMOVED BACK TO THE MAIN AND PROPERLY CAPPED. 0 TAB CONTRACTOR TO PRE -READ EXISTING HOT AND CHILLED WATER COIL WATER FLOWS PRIOR TO REMOVAL OF CONTROL VALVES. COILS SHALL BE BALANCED TO EXISTING FLOWS. 14.0 ALL DUCTWORK SHALL BE CONSTRUCTED TO SMACNA "SEAL CLASS A" AND A PRESSURE CLASS OF 1 IN-W.C. ALL DUCTS SHALL BE FABRICATED FROM GALVANIZED STEEL, COMPLYING WITH SMACNA's "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE ". 15.0 SUPPLY AND RETURN DUCT DOES NOT NEED TO BE INSULATED. 16.0 ALL CONTROL WIRE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR. 17.0 INSULATION ON PIPING SHALL CONFORM TO THE FOLLOWING SCHEDULE: CHWS/R (E) FCU -2 (E FCU (E) FCU (E) 35"X9 1/2" (E) SERVICE HYDRONIC 1/2" AND BELOW 1" FIBERGLASS HEATING 2" AND ABOVE 1.5" FIBERGLASS CHILLED 1-1/2" AND BELOW 1" FIBERGLASS WATER 2" AND ABOVE 1.5" FIBERGLASS CONDENSATE ALL SIZES 1" FIBERGLASS DRAINS 17.1 DAMAGED INSULATION ON EXISTING PIPING, WITHIN THE ROOM, SHALL BE REMOVED AND REPLACED. 17.2 INSULATION SHALL BE INSTALLED ON BOTH NEW AND EXISTING SYSTEMS WITHIN THE ROOM. PIPE SIZE THICKNESS & TYPE � I,—; % , 1 , • I I 1• CONDENSATE PUMP (E) ONDENSATE PUMP (E) TYPICAL OF 4 155 CFM SCALE: 1/4"=1'-0" SCALE: 114"=1'-0" SECOND FLOOR PARTIAL MECHANICAL P N SCALE: 1/4" = 1'-0" 6 5 4 3 12 0 SECOND FLOOR PARTIAL ECHANICAL DEMOLITION P N NOTES WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED Br FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH. CIVIL. ELEC. MECH: REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION DATE: r{ef ' JS 2ND FLOOR MECH DEMOLITION AND CONSTRUCTION PLANS,GENERAL NOTES AND DETAILS M-102 P0520 A W 0 U 16 15 4 1 2 1 0 5 4 2 BACnet / ARCNET OR BACnet / MSTP AV: FLOW FEEDBACK (CFM) AV: POSITION FEEBACK (%) AV: FLOW SETPOINT (CFM) co AO FROM AHU-PH1 DAT = 55°F CV -6 ZONE CONTROL TIE-IN: CLOSEST AUTOMATED LOGIC CONTROLLER IS LOCATED IN PHILLIPS 200CE AO F.L. 0 Al EXISTING TO BE RELOCATED REFERENCE E-201 BI BO FCU -1 / / N.0 AO Q U Z O O 0 FCU -2 0 z 0 AO N.C. BI TO EX -PH -4 A AV EXISTING TO BE RELOCATED REFERENCE E-201 ZONE CONTROL: TWO PIPE FAN COIL UNIT HARDWARE POINTS SOFTWARE POINTS SHOW ON GRAPHIC NOTES BI BO Al AO AV BV SCH TREND ALARM BAGS EMCS DESCRIPTION STEAM LOAD SHED SAD -2 217 TITUS PAS -AA 24" x 24" X (6) ROUND SURFACE 1 4.0 VIF N.C. BINARY NETWORK INPUTS FROM EMCS CHILLED WATER LOAD SHED B211 FCU -2 ROOM 217 2 -WAY 3/4 1/2 X (4) BELIMO TF24-SR US MOD VIF 4,0 VIF BINARY NETWORK INPUTS FROM EMCS REHEAT COIL LEAVING AIR TEMP BELIMO B211 X 2 -WAY 3/4 1/2 1.9 BELIMO TR24-SR US MOD 1.0 X 0.3 COOLING COIL CONTROL VALVE POSITION COMMAND X X X NORMALLY CLOSED, TYP. OF 2 SPACE TEMPERATURE SETPOINT X X X SPACE TEMPERATURE X X X +1- 4 °F FROM SETPOINT X SPACE SETPOINT ADJUSTMENT X FAN SPEED X SPACE OCCUPANCY X X X FAN MOTOR START/STOP X X X X SUPPLY BOX DAMPER POSITION COMMAND X X X SUPPLY BOX REHEAT COIL CONTROL VALVE POSITION COMMAND X X FAIL LAST SUPPLY BOX AIRFLOW FEEDBACK (CFM) X X X 10% FLOW DEVIATION FROM SETPOINT X BACnetMSTP NETWORK POINT SUPPLY BOXAIRFLOWSETPOINT (CFM) X X X BACnetMSTP NETWORK POINT SUPPLY BOX POSITION FEEDBACK( °A°) X X X VALVE COMMAND # FEEDBACK X BACnetMSTP NETWORK POINT CHILLED WATER LOAD SHED CONTROL POINT LOAD SHED 1 CHILLED WATER DAYTIME (DEFCON 2 LOAD SHED 2 CHILLED WATER NIGHT (DEFCON 3) LOAD SHED 3 CHILLED WATER EMERGENCY (DEFCON 1) LOAD SHED 4 CHILLED WATER LSC EMERGENCY (DEFCON) ZONE CONTROL ROOM 217 STEA OAD SHED CONTROL POINT INDEX SPACE TO UNOCCUPIED MODE CHILLED WATER COIL CONTROL VALVE UNDER CONTROL LOAD SHED 1 STEAM LOAD SHED 2 STEAM INDEX CHILLED WATER CONTROL VALVE CLOSED LOAD SHED 3 STEAM LOAD SHED 4 STEAM LOAD SHED 5 STEAM LOAD SHED 6 STEAM ZONE CONTROL ROOM 217 INDEX SPACE TO UNOCCUPIED MODE INDEX TEMPERATURE SETPOINT TO 60 °F SEQUENCE OF OPERATION SYSTEM DESCRIPTION FAN COIL UNIT (FCU -1) FAN COIL UNIT (FCU -2) FRESH AIR VARIABLE AIR VOLUME BOX (CV -6) GENERAL SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION AND CONTROL SYSTEM (BAGS). ALL SETPOINTS SHALL BE ADJUSTABLE. THE BACS SHALL BE CAPABLE OF STARTING AND STOPPING THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK. THE BACS SHALL BE CAPABLE OF RETAINING ITS PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST TEN HOURS. SETPOINTS SPACE COOLING TEMPERATURE SETPOINTS: OCCUPIED: OCCUPIED SETBACK: UNOCCUPIED: 75°F+/ -1.5°F 75°F+/ -3°F 75 °F +/- 6 °F SPACE HEATING TEMPERATURE SETPOINTS: OCCUPIED: OCCUPIED SETBACK: UNOCCUPIED: 70 °F +/- 1.5 °F 70 °F +/- 3 °F 70 °F +/- 6 °F FCU -1 AIRFLOW RATE: SET AT MEDIUM SPEED FCU -2 AIRFLOW RATE: SET AT MEDIUM SPEED CV -6 AIRFLOW RATE: 300 CFM ZONE OCCUPANCY SCHEDULE: 6 AM TO 8 PM, MON-FRI SPACE OCCUPANCY ZONE OCCUPANCY SHALL BE DETERMINED BASED ON A COMBINATION OF A TIME OF DAY SCHEDULE AND A SPACE OCCUPANCY SENSOR. DURING THE SCHEDULED OCCUPANCY PERIOD, THE ZONE SHALL BE INITIALLY INDEXED TO OCCUPIED MODE AND OPERATE FOR A MINIMUM OF 30 MINUTES, AT WHICH TIME THE SPACE OCCUPANCY SENSOR SHALL INDEX THE SPACE BETWEEN OCCUPIED AND OCCUPIED SETBACK MODE. DURING THE SCHEDULED UNOCCUPIED PERIOD, THE SPACE OCCUPANCY SENSOR SHALL INDEX THE ZONE TO OCCUPIED FOR THE DURATION OF OCCUPANCY. THE ZONE SHALL INDEX BACK TO UNOCCUPIED WHEN OCCUPANCY IS NOT SENSED FOR A PERIOD OF 30 MINUTES. START/STOP THE FAN COIL UNIT SHALL OPERATE IN PARALLEL WHENEVER THE SPACE IS IN OCCUPIED OR OCCUPIED SETBACK MODE. THE FAN COIL UNITS SHALL ALSO START AND OPERATE DURING UNOCCUPIED MODE WHEN IT IS NEEDED TO MAINTAIN THE UNOCCUPIED COOLING TEMPERATURE SETPOINTS. SPACE VENTILATION CONTROL THE SUPPLY AIR VAV SHALL BE OPEN AND RUN AT A CONSTANT VOLUME AT ALL TIMES. ZONE TEMPERATURE CONTROL TEMPERATURE SET POINTS SHALL BE DETERMINED BASED ON A COMBINATION OF PROGRAMMED SCHEDULE AND A SPACE OCCUPANCY SENSOR. OCCUPIED HEATING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE ZONE TEMPERATURE FALLS BELOW THE OCCUPIED HEATING TEMPERATURE SET POINT, THE VAV HEATING COIL CONTROL VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN SET POINT. OCCUPIED COOLING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE ZONE TEMPERATURE RISES ABOVE THE OCCUPIED COOLING TEMPERATURE SET POINT, BOTH FAN COIL UNIT CHILLED WATER COIL CONTROL VALVES SHALL MODULATE IN PARALLEL TO MAINTAIN THE SPACE AIR TEMP SET POINT. THE FAN COIL UNIT FAN SHALL MODULATE BETWEEN MINIMUM AND MAXIMUM POSITIONS TO MAINTAIN THE SPACE TEMPERATURE AT SET POINT. OCCUPIED SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD, THE ABOVE OCCUPIED HEATING/COOLING SEQUENCES SHALL APPLY. THE SPACE SHALL BE MAINTAINED AT THE OCCUPIED SETBACK TEMPERATURE SET POINTS. UNOCCUPIED HEATING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE FALLS BELOW THE UNOCCUPIED HEATING TEMPERATURE SET POINT, THE VAV HEATING COIL CONTROL VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN SET POINT. UNOCCUPIED COOLING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE RISES ABOVE THE UNOCCUPIED COOLING TEMPERATURE SET POINT, BOTH FAN COIL UNIT CHILLED WATER COIL CONTROL VALVES SHALL MODULATE IN PARALLEL TO MAINTAIN THE SPACE UNOCCUPIED TEMP SET POINT. THE FAN COIL UNIT FAN SHALL MODULATE BETWEEN MINIMUM AND MAXIMUM POSITIONS TO MAINTAIN THE SPACE TEMPERATURE AT THE UNOCCUPIED COOLING SET POINT. IF THE SPACE BECOMES OCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD, THE SPACE SHALL INDEX TO OCCUPIED MODE FOR THE DURATION OF OCCUPANCY. WHEN THE SPACE BECOMES UNOCCUPIED AGAIN DURING THE SCHEDULED UNOCCUPIED PERIOD, THE SPACE SHALL INDEX BACK TO UNOCCUPIED MODE. BOTH FAN COIL UNIT COOLING COIL CONTROL VALVES SHALL BE CLOSED WHENEVER THE HEATING COIL VALVE IS OPEN TO PREVENT SIMULTANEOUS HEATING AND COOLING. THE COOLING CONTROL VALVES SHALL BE CLOSED WHEN THE FAN COIL UNIT FAN IS OFF. ROOM 217 ZONE CONTROL DIFFUSER/GRI' E SCHEDULE UNIT NO SERVES MANF BOD MODEL BOD FACE SIZE NECK SIZE WxH TYPE MOUNTING NOTES SAD -1 217 TITUS PAS -AA 24" x 24" 8" 0 ROUND LAY -IN 1, 2 SAD -2 217 TITUS PAS -AA 24" x 24" 8" 0 ROUND SURFACE 1 SPECS 1 ACCEPTABLE MANUFACTURERS: ANEMOSTAT, CARNES, KRUEGER, PRICE, TITUS 2 MATERIAL: ALUMINUM 3 FINISH: WHITE NOTES 1 ALUMINUM FACE, PERFORATED, STEEL BACKPAN AND PATTERN CONTROLLERS, 4 -WAY DISCHARGE AIR PATTERN, WHITE FINISH 2 DISCHARGE PATTERN ADJUSTED FOR 3 -WAY AWAY FROM ADJACENT SPRINKLER HEAD CONTROL VALVE SCHEDULE TAG BOD MANF BOD VALVE MODEL SERVICE VALVE TYPE LINE SIZE (IN) VALVE SIZE (IN) CV ACTUATOR MANF ACTUATOR MODEL CONTROL CAPACITY (GPM) PD MAX (PSIG) PD ACTUAL (PSIG) FAIL POS CV -1 BELIMO B211 FCU -1 ROOM 217 2 -WAY 3/4 1/2 1.9 BELIMO TF24-SR US MOD VIF 4.0 VIF N.C. CV -2 BELIMO B211 FCU -2 ROOM 217 2 -WAY 3/4 1/2 1.9 BELIMO TF24-SR US MOD VIF 4,0 VIF N.C. CV -3 BELIMO B211 VAV CV -6 ROOM 217 2 -WAY 3/4 1/2 1.9 BELIMO TR24-SR US MOD 1.0 4.0 0.3 F.L. FIRE DAMPER SCHEDULE TAG BOD MANF BOD MODEL LOCAT ION SIZE (IN) TYPE TEMP RATING (DEG F) FIRE RATING SMOKE RATING HOURS UL CLASS UL NOTES FD -1 RUSKIN DI D2 TYPE CR 217 10" 0 CURTAIN TYPE 165 1.5 555 N/A N/A DYNAMIC, BLADES OUT OF AIRSTREAM SPECS 1 ACCEPTABLE MANUFACTURERS: GREENHECK, NAILOR, RUSKIN 2 TYPE: STATIC AND DYNAMIC, RATED AND LABELED ACCORDING TO UL 555 BY AN NRTL 3 FRAME: 20 GA THICK GALVANIZED STEEL CHANNEL, WITH MITERED AND INTERLOCKING CORNERS 4 MOUNTING SLEEVE: FACTORY FURNISHED; MINIMUM 20 GA 5 BLADES: 24 GA THICK GALVANIZED; CURTAIN TYPE WITH BLADES OUTSIDE AIRSTREAM 6 INSTALLATION: INSTALL FIRE DAMPERS IN ACCORDING TO UL LISTING AND MANUFACTURERS RECOMMENDED INSTRUCTIONS 7 PROVIDE ACCESS TO FUSIBLE LINK, EITHER WITH DUCT ACCESS DOOR, OR THRU THE WALL GRILLE WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH: CIVIL. ELEC: MECH. REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION co SZMINVIONS ONIN CliIIMMINE 111 GOMM Uri DATE: AY 15, 201 FACILITY: 2039H DESIGN: A. PARTRIDGE D WN: alp MECHANICAL ZONE CONTROL, SEQUENCE AND EQUIPMENT SCHEDULES 6 4 3 2 11 10 MECHANICAL EQUIPMENT SCHEDULES M-300 P0520 A w a 0 ARCHIVE B 16 15 14 13 12 j 11 1 10 9 8 7 6 5 3 2 PHILLIPS HALL d AKER LAB RENOVATION SUB TA L SCHEDULE SECTION 210500 DESCRIPTION FIRE PROTECTION MATERIAL STEEL PIPE & FITTINGS SHOP DRAWIN X X 0 D_ a 0 tE z 0 0 w J D_ o 0) QUALIFICATIONS 0 Z 0 ANUFACTURER'S INS TION & TEST REPORTS 0 w 1- Z 0 1- w 0 0 cn 0, m: xs cry w SPRINKLERS x x x x x x HYDRAULIC CALCULATIONS x X x x x FIRE PROTECTION VALVES X X X HANGERS AND SUPPORTS X SCOPE OF WORK: 1.0 PROVIDE NEW SPRINKLERS WITHIN ROOM 217 AND JUST OUTSIDE IN THE CORRIDOR TO PROTECT THE NEW STOREFRONT. SUBMITTAL SCHEDULE SCOPE OF WORK FIRE PROTECTION SYMBOLOGY PIPE DOWN PIPE UP BOTTOM PIPE CONNECTION TOP PIPE CONNECTION CAP OR PLUG POINT OF CONNECTION SPRINKLER PIPING EXISTING PIPING PIPING TO BE REMOVED NEW PIPING NEW EQUIPMENT EXISTING EQUIPMENT DEMOLITION WORK r, SP (E) x' 6 4 12 11 NOT USED 0 FIRE PROTECTION SYMBOLOGY FIRE PROTECTION ABBREVIATIONS ABV AFF AWS CO CONT D DF DTL EXIST F FD FHV FLR FP FPS FT GC GPH GPM HC HGT ID ITC JC LPD MECH - ABOVE ABOVE FINISHED FLOOR - AUTOMATIC WET STANDPIPE - CLEAN OUT - CONTINUED - DRAIN PIPING - DRY FIRE PIPING - DETAIL - EXISTING - WET FIRE PIPING - FLOOR DRAIN - FIRE HOSE VALVE - FLOOR - FIRE PROTECTION - FEET PER SECOND - FEET GENERAL CONTRACTOR - GALLONS PER HOUR - GALLONS PER MINUTE - HVAC CONTRACTOR - HEIGHT - INSIDE DIAMETER - INSPECTORS TEST CONNECTION - JANITORS CLOSET - LOW POINT DRAIN - MECHANICAL ROOM MTD MWS N/A NC NO NTS OC PC PIV PSI PSIG REV RM RPM SP SPEC STP SUSP TEMP TMP TS VERT VOL WC WSR - MOUNTED - MANUAL WET STANDPIPE - NOT APPLICABLE - NORMALLY CLOSED - NORMALLY OPEN - NOT TO SCALE - ON CENTER - PLUMBING CONTRACTOR - POST INDICATOR VALVE POUNDS PER SQUARE INCH - POUNDS PER SQUARE INCH GAUGE - REVISION - ROOM REVOLUTIONS PER MINUTE - STATIC PRESSURE SPECIFICATION - STAND PIPE - SUSPENDED - TEMPERATURE - TEMPORARY - TAMPER PROOF SWITCH - VERTICAL - VOLUME - WATER CLOSET - WET SPRINKLER RISER FIRE PROTECTION ABBREVIATIONS WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH: CIVIL• ELEC. MECH: 9146 REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION co MONINSIS r ZNVOSSINIO 111096901 DATE: AY 15, 2015 FACILITY: 2039H DESIGN: A. PARTRIDGE DRAWN: alp FIRE PROTECTION SCOPE OF WORK, SYMBOLOGY, ABBREVIATIONS AND SUBMITTAL SCHEDULE FP -000 P0520 A ARCHIVE BAR CODE 16 4 3 12 11 0 SPRINKLER HEAD SCHEDULE SYMBOL DESCRIPTION MANF (BOD) MODEL (BOD) TEMP RATING (F) RESPONSE NPT THREAD (IN) K FACTOR FINISH WORKING PRESSURE (PSIG) APPROVALS LISTINGS REMARKS PENDENT, ORDINARY TEMP RELIABLE G5-56 165 QUICK 1/2 5.6 CHROME 175 UL, FM FLUSH, CONCEALED PENDENT 0 SPECS UPRIGHT, ORDINARY TEMP RELIABLE F1 165 QUICK 1/2 5.6 CHROME 175 UL, FM 1 ACCEPTABLE MANUFACTURERS: GRINNELL, RELIABLE, STAR, VIKING. 2 SPRINKLER CONSTRUCTION SHALL BE BRASS FRAME UTILIZING A METAL BELLEVILLE SPRING SEAL, COATED ON BOTH SIDES WTH TEFLON FILM. 3 FUSIBLE ELEMENT SHALL BE FRANGIBLE BULB TYPE. ESCUTCHEONS: 4 INSTALL SPRINKLERS IN SUSPENDED CEILING IN CENTER OF NARROW DIMENSION OF ACOUSTICAL PANELS COORDINATE SPRINKLER LOCATIONS WITH LIGHT FIXTURES, AIR SUPPLY DIFFUSERS OR RETURN GRILLES. 5 SPRINKLERS SHALL NOT BE INSTALLED UNTIL BRANCH LINES HAVE BEEN CLEANED. 6 ONLY NEW SPRINKLERS SHALL BE INSTALLED D TO FORM A COORDINATED UNIFORM PATTERN. SPRINKLER HEAD SCHEDULE ESCUTCHEON FIRE RATED INSULATION PIPE V VIP, PP VIP IP IP 11111 474 '"..,,,,,t;w•r*"..111,—**"4"*" 41P4P 1H11i7i,41PiP FIRE BARRIER CAULKING & PUTTY DRYWALL SHOWN f07- PIPE SLEEVE TYPICAL PIPE SLEEVE DETAIL SCALE: NTS PENDANT MAIN OR BRANCH PIPING CEILING EXISTING SPRINKLER PIPE AND HEADS TO REMAIN 0 4 SCALE: 1/8"=1'-0" GENERAL FIRE PROTECTION NOTES: 1.0 IT IS THE INTENT OF THESE DRAWINGS TO PROVIDE MODIFICATIONS TO THE EXISTING WET -PIPE FIRE PROTECTION SYSTEM FOR THE PROTECTION OF ROM 217. 2.0 PRIOR TO ALTERATIONS, THE SPRINKLER CONTRACTOR SHALL FIELD VERIFY EXTENT OF ALTERATION AND NEW WORK, WITH REGARD TO EXISTING CONDITIONS AT PIPE PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND SOFFITS. .0 NEW SPRINKLER SYSTEM PIPING SHALL BE INSTALLED IN EXPOSED CEILING AREAS AS SHOWN ON PLANS. PIPING AND HANGER ASSEMBLIES SHALL BE PAINTED IN EXPOASED AREAS. COORDINATE WITH ARCHITECTURAL DRAWINGS. 4.0 ALL SPRINKLER COMPONENTS SHALL BE UNDERWRITER'S LABORATORIES (UL) AND FACTORY MUTUAL (FM) APPROVED. .0 THE DRAWINGS ARE DIAGRAMATIC AND INDICATE ONLY THE GENERAL ARRANGEMENT OF THE ITEMS INCLUDED IN THE FIRE PROTECTION WORK. AS SUCH, CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER SYSTEM IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NFPA 13 - INSTALLATION OF FIRE PROTECTION SYSTEMS, THE NEW YORK STATE BUILDING CODES, THE NEW YORK STATE FIRE CODES, LOCAL CODES, AND GOVERNING AUTHORITIES. THE DESIGN OF FIRE PROTECTION SYSTEMS TO WITHSTAND SEISMIC EVENTS SHALL BE IN ACCORDANCE WITH THE CRITERIA DEVELOPED BY THE NFPA. 6.0 DETERMINATION OF ADEQUACY OF WATER SUPPLY SHALL BE MADE ON THE BASIS OF ACTUAL FLOW TEST DATA GATHERED USING THE METHODS IN NFPA 13. CONTRACTOR SHALL CONTACT CORNELL TO OBTAIN ACTUAL FIRE PUMP TEST FLOW DATA PRIOR TO PERFORMING HYDRAULIC CALCULATIONS. 7.0 NEW SPRINKLER SYSTEM PROVIDED BY THE SPRINKLER CONTRACTOR SHALL BE DESIGNED USING HYDRAULIC CALCULATION SOFTWARE. CALCULATIONS SHALL FOLLOW THE FORMAT OF NFPA 13. FIRE PROTECTION SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE SUPERVISION OF, AND BE APPROVED BY, A LICENSED FIRE PROTECTION ENGINEER. 8.0 SPRINKLER CONTRACTOR SHALL COMPLETE SHOP DRAWINGS IN STRICT ACCORDANCE WITH NFPA 13 REQUIREMENTS AND SHALL SUBMIT FOR APPROVAL BEFORE PROCEEDING WITH ANY WORK. THE DRAWINGS SHALL BE CREATED AT A CONVENIENT SCALE (1/4" MIN.), CLEARLY INDICATING THE ESSENTIAL DETAILS INCLUDING ALL SPECIALTIES. IN GENERAL, THE SHOP DRAWINGS SHALL INCLUDE (BUT SHALL NOT BE LIMITED TO) A LAYOUT OF THE SPRINKLER SYSTEMS IN THE DESIGNATED AREAS. THE FABRICATION NUMBER OF ALL PIPELINES, LOCATIONS, TEST PIPE, DRAIN CONNECTIONS, CONTROL VALVES, FLUSHING VALVES, HANGERS, AND OTHER PERTINENT FEATURES SHALL BE SHOWN ON THE LAYOUT. THE SIZE, NUMBER, TYPE, AND TEMPERATURE RATINGS OF THE SPRINKLER HEADS SHALL ALSO BE SHOWN ON EACH LAYOUT. 9.0 COORDINATE THE EXACT LOCATION OF SPRINKLERS, EQUIPMENT, AND DEVICES WITH ARCHITECTURAL, MECHANICAL ELECTRICAL AND ALL OTHER TRADES DRAWINGS PRIOR TO ROUGH -IN AND INSTALLATION. 10.0 SPRINKLER PIPING SHALL BE ARRANGED TO DRAIN THROUGH THE MAIN DRAIN VALVE WHENEVER PRACTICAL. ALL TRAPPED SECTIONS OF PIPE, EXCEPT THOSE SUPPLYING A SINGLE SPRINKLER, SHALL BE PROVIDED WITH A DRUM -DRIP ASSEMBLY. 1.0 PENETRATIONS THROUGH WALLS SHALL BE MADE WITH GALVANIZED PIPE SLEEVES. ALL PENETRATIONS SHALL CONTAIN FIRE STOPPING WITH A FIRE RATING EQUAL TO THAT OF THE AREA BEING PENETRATED. 12.0 SPRINKLER PIPING SHALL BE LABELED. 13.0 ALL NEWLY INSTALLED SPRINKLER PIPING SHALL BE THOROUGHLY FLUSHED WITH WATER PRIOR TO FINAL INSPECTION. 14.0 ALL SPRINKLER PIPING SHALL ADHERE TO THE FOLLOWING WET SPRINKLER PIPING SCHEDULE: PIPE SIZE MATERIAL FITTINGS 2" & SMALLER ASTM A53 ASME B16.3 SCH 40 BLACK, MALLEABLE IRON TYPE F ASTM A53 ASME B16.4 SCH 40 BLACK CAST IRON TYPE F 2-1/2" & ABOVE ASTM A53 ASTM A47 SCH 40 BLACK, MALLEABLE IRON TYPE F JOINT THREADED THREADED GROOVED ASTM A53 ASTM A536 SCH 40 BLACK DUCTILE IRON GROOVED TYPE F 15.0 REFERENCE MFP-000 FOR ADDITIONAL INFORMATION. KEYED CONSTRUCTION NOTES: Q PROVIDE NEW PENDANT SPRINKLER HEAD. CENTER SPRINKLER HEADS IN CEILING TILE. Q PROVIDE NEW UPRIGHT SPRINKLER HEAD. FIELD VERIFY LOCATIONS TO ENSURE PROPER SPACING FROM OBSTRUCTIONS AND OTHER SPRINKLER HEADS IS MAINTAINED. QPROVIDE NEW 3" SPRINKLER MAIN. EXTEND PIPING DOWN CORRIDOR FAR ENOUGH TO ALLOW FOR THE NEW PENDANT SPRINKLER HEAD TO BE INSTALLED. 04 PROVIDE NEW PENDANT SPRINKLER HEAD. FIELD VERIFY LOCATIONS TO ENSURE PROPER SPACING FROM OBSTRUCTIONS AND EXISTING SPRINKLER TO THE SOUTH IS MAINTAINED. Q EXTEND 3" SPRINKLER MAIN DOWN CORRIDOR TO THE POINT INDICATED AS PART OF ALTERNATE 1 WORK. ROUTING IS DIAGRAMMATICAL. PIPING MAY REQUIRE MULTIPLE OFFSETS AS THE ABOVE CEILING SPACE IS CONGESTED WITH EXISTING UTILITIES. HEADS SHALL BE INSTALLED TO ALIGN WITH EXISTING. Q REFERENCE DETAILS 2 AND 3 ON DRAWING FP -102 FOR TYPICAL INSTALLATION DETAILS. WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH• �O CIVIL. ELEC• / `s MECH• REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION DATE: co * MOBS 0 CI) a) o -z 0 DATE: AY 15, 2015 FACILITY: 2039H DESIGN: A. PARTRIDGE DRAWN: alp 2ND FLOOR SPRINKLER INSTALLATION PLAN, DETAILS, SCHEDULE AND NOTES 16 15 14 13 TYPICAL ARM -OVER PIPING DETAIL 12 11 SCALE: NTS 10 9 8 SECOND FLOOR PART 7 6 A FIRE PROTECTION P N 5 SCALE: /8" = 1'-0" NOTES FP -102 P0520 A 16 1 14 ELECTRICAL ABBREVIATIONS AOM ADDRESSABLE OUTPUT MODULE ARB AUXILIARY RELAY BOARD AMM ADDRESSABLE MONITOR MODULE ATS AUTOMATIC TRANSFER SWITCH C CONDUIT CR CONTROL RELAY FSD FAN SHUT DOWN FAAP FIRE ALARM ANNUNCIATOR PANEL LFMC LIQUID TIGHT FLEXIBLE METALLIC CONDUIT PVC POLYVINYL CHLORIDE FACP FIRE ALARM CONTROL PANEL SNAC SUPPLEMENTAL NOTIFICATION APPLIANCE PANEL EC ELECTRICAL CONTRACTOR CKT CIRCUIT BKR BREAKER LTG LIGHTING EMT ELECTRICAL METALLIC TUBING RGS RIGID GALVANIZED STEEL AFF ABOVE FINISHED FLOOR UE UNDERGROUND ELECTRIC OE OVERHEAD ELECTRIC PC PHOTO CELL LC LIGHTING CONTACTOR UPS UNINTERRUPTIBLE POWER SUPPLY ATS AUTOMATIC TRANSFER SWITCH MTS MANUAL TRANSFER SWITCH GAA GENERATOR ALARM ANNUNCIATOR GND GROUND HP HORSEPOWER KW KILOWATT MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY NIC NOT IN CONTRACT TSP TWISTED SHIELDED PAIR TYP TYPICAL UOI UNLESS OTHERWISE INDICATED V VOLT WP WATERPROOF PP POWER PANEL VA VOLT AMPS PM PLUGMOLD CD CANDELA AFF ABOVE FINISHED FLOOR GFI GROUND FAULT INTERRUPTER AFI ARC FAULT CIRCUIT INTERRUPTER TM THERMAL MAGNETIC ST SHUNT TRIP 1 2 1 0 LIGHTING SYMBOLS 1 PB I TRACK LIGHTS 0 IDS 1 SECURITY SYSTEM DOOR SWITCH FLUORESCENT LIGHTS. 1 TRANSMITTER BEAM DETECTOR SD BR RECEIVER BEAM DETECTOR O CO SURFACE MOUNTED OR RECESSED DOWN LIGHTS. D LIGHTING DIMMER. • EXIT LIGHT. E EMERGENCY WALLPACK LUMINAIRE --« EMERGENCY/EXIT COMBO WALLPACK LUMINAIRE TEM ! FIRE ALARM STROBE ONLY FA EM FB EM LIGHTING FIXTURE. FA = FIXTURE TYPE, REFER TO SPECIFICATIONS. a = CONTROL BY WALL SWITCH MARKED SAME. EM = EMERGENCY POWER SOURCE. I a1 `-ted T3 $4 THREE OR FOUR WAY SWITCH. AUXILIARY POWER SUPPLY. SINGLE POLE SWITCHES GANGED ON A SINGLE PLATE. MARKED SAME AS ABOVE. ®C OCCUPANCY SENSOR. 'C" INDICATES CEILING MOUNTED. "W" INDICATES WALL MOUNTED. L+ COMBINATION LIGHT SWITCH & OCCUPANCY SENSOR. SECURITY SYMBOLS 1 PB I SECURITY SYSTEM PANIC BUTTONS HD135 HD 180 IDS 1 SECURITY SYSTEM DOOR SWITCH 1 ES I ELECTRIC STRIKE FIRE ALARM SYMBOLS MAGNETIC DOOR HOLDER HD135 HD 180 HEAT DETECTOR 135 F OR 200 F FIXED TEMP SENSOR SD SMOKE DETECTOR PHOTOELECTRONIC SENSOR (DBT TRANSMITTER BEAM DETECTOR SD BR RECEIVER BEAM DETECTOR DD DUCT DETECTOR FS FLOW PRESSURE SWITCH TS TAMPER SWITCH PS LOW AIR SWITCH --« FIRE ALARM STROBE/HORN COMBO Q FIRE ALARM STROBE ONLY 6 FIRE ALARM PULL STATION IRAII REMOTE ALARM INDICATOR /APS I AUXILIARY POWER SUPPLY. ma REMOTE TEST SWITCH/STATION DH FIRE ALARM HORN ONLY ELECTRICAL ONE -LINE SYMBOLS AIR BREAK INTERRUPTER SWITCH `I 1 11- POINT OF DEMOLITION TO EXISTING WORK TO REMAIN •-M w p FUSED DISCONNECT SWITCH ---",-11 11- REMOVAL WORK (DASHED) THERMAL MAGNETIC MOLDED CASE CIRCUIT BREAKER CIRCUIT BREAKER SOLID STATE TRIP CHARACTERISTICS INDICATED BY SUBSCRIPTS: AT - TRIP COIL AMPERE RATING AF - FRAME SIZE AMPERE RATING CL - CURRENT LIMITING L - LONG TIME TRIP S - SHORT TIME TRIP I - INSTANT ANEOUS TRIP G - GROUND FAULT TRIP SH - SHUNT TRIP 1200AT IR'Y(C DRAWING CONSTRUCTION KEYED NOTE INDICATOR 1600AF BRANCH CIRCUITRY TO POWER RECEPTACLE DEVICE(S) IS NOT INDICATED ON THE CONTRACT DOCUMENTS. THE ALPHA -NUMERIC TEXT ADJACENT TO THE DEVICE SYMBOL INDICATES THE PANEL AND CIRCUIT NUMBER ITS FED FROM. FOR EXAMPLE: P -1N12 INDICATES THAT THE DEVICE IS FED FROM PANEL P -1A CIRCUIT #12. PROVIDE CIRCUITRY TO DEVICE(S) AS FOLLOWS: DEVICES INDICATED WITH THE SAME CIRCUIT NUMBER SHALL BE CIRCUITED TOGETHER TO A 20AMP/1-POLE CIRCUIT BREAKER USING 2#12 1#12G, IN 3/4 INCH EMT CONDUIT UNLESS INDICATED OTHERWISE. A MAXIMUM OF FOUR 20 AMP, SINGLE PHASE BRANCH CIRCUITS CONSISTING OF (8#12, 1#12G) SHALL BE PERMITTED IN ONE INCH EMT CONDUIT. --« PLUGMOLD )»-- DRAWOUT DEVICE PANELBOARD. J© bCT P CURRENT TRANSFORMER --Cal--3 E- PT TWO DUPLEX CONVENIENCE RECEPTACLES MOUNTED ON A SINGLE GANG PLATE. POTENTIAL TRANSFORMER tII-o o--. MOV TYPE LIGHTNING ARRESTOR SIZE AND CLASS AS INDICATED A �^J MANUAL MOTOR STARTER, SURFACE MOUNTED UNLESS OTHERWISE INEY METER/INSTRUMENT LETTER INDICATES FUNCTION A - AMMETER PF - POWER FACTOR METER S - SYNCHROSCOPE VH - VARHOUR METER V - VOLT METER VAR- VARMETER W - WATTMETER WH - WATTHOUR METER WHD- WATTHOUR METER W/DEMAND REGISTER [ CM O CIRCUIT MONITOR AS METER/INSTRUMENT SWITCH LETTERS INDICATE FUNCTION: AS -AMMETER SWITCH VS - VOLTMETER SWITCH WS - WATTMETER SWITCH CIRCUIT © TRANSFORMER, REFER TO SCHEDULE FOR SIZE AND TYPE C OGENERATOR HOMERUN TO PANEL P -1A, CIRCUIT #12. FED FROM 20A -1P BREAKER INTENDED UNLESS NOTED OTHERWISE. RUN GREENWIRE GROUND FOR ALL CIRCUITS. PROVIDE ONE GROUND PER CIRCUIT UNLESS SHOWN OTHERWISE. SET THERMOSTAT WIRE MOLD SURFACE RACEWAY TRA =AUTS SWITCH, RATING AS INDICATED. VFD VARIABLE FREQUENCY DRIVE. L j GENERATOR EMERGENCY SHUTDOWN STATION. WEATHERPROOF, BREAK -GLASS TYPE. GRA GENERATOR REMOTE ANNUNCIATOR 3 -SPD GROUND CONNECTION ® HARDWIRED EQUIPMENT CONNECTION 1-0" x 5/8" DIAMETER, COPPER CLAD GROUND ROD. TOP OF ROD 2'0" BELOW FINISHED GRADE UNLESS WELDS ONLY MOLDED FUSION 'T EXOTHERMIC WELDS FOR GRID CONNECTION , UNDERGROUND WORK. 111 1 GROUND TERMINATION TO EQUIPMENT. (FRAME, GROUND BUS, TRANSFORMER NEUTRAL) No. 4/0 STRANDED BARE COPPER PIGTAIL. MINIMUM 6'-0" COIL FOR FUTURE USE. GENERAL SYMBOL LEGEND F10 A103 I D16 D16 A103 A103 ENLARGED DETAIL EXTERIOR ELEVATION RIOR ELEVATION KEYNOTE DEMOLITION 89 KEYNOTE NEW WORK MATCH LINE NORTH ARROW SECTION 5 4 3 2 GENERAL ELECTRICAL SYMBOLS POINT OF CONNECTION TO EXISTING WORK TO REMAIN POINT OF DEMOLITION TO EXISTING WORK TO REMAIN •-M w p EXISTING WORK TO REMAIN (GRAYSCALE) - REMOVAL WORK (DASHED) NEW WORK (BOLD) ODRAWING REMOVAL KEYED NOTE INDICATOR 0 DRAWING CONSTRUCTION KEYED NOTE INDICATOR P -1A 4P 12 Fz1A P -1A BRANCH CIRCUITRY TO POWER RECEPTACLE DEVICE(S) IS NOT INDICATED ON THE CONTRACT DOCUMENTS. THE ALPHA -NUMERIC TEXT ADJACENT TO THE DEVICE SYMBOL INDICATES THE PANEL AND CIRCUIT NUMBER ITS FED FROM. FOR EXAMPLE: P -1N12 INDICATES THAT THE DEVICE IS FED FROM PANEL P -1A CIRCUIT #12. PROVIDE CIRCUITRY TO DEVICE(S) AS FOLLOWS: DEVICES INDICATED WITH THE SAME CIRCUIT NUMBER SHALL BE CIRCUITED TOGETHER TO A 20AMP/1-POLE CIRCUIT BREAKER USING 2#12 1#12G, IN 3/4 INCH EMT CONDUIT UNLESS INDICATED OTHERWISE. A MAXIMUM OF FOUR 20 AMP, SINGLE PHASE BRANCH CIRCUITS CONSISTING OF (8#12, 1#12G) SHALL BE PERMITTED IN ONE INCH EMT CONDUIT. PLUGMOLD XXXXXXX _ LP -1 PANELBOARD. J© JUNCTION BOX. GFI � DUPLEX CONVENIENCE RECEPTACLE, GF = GROUND FAULT INTERRUPTER PROTECTION. TWO DUPLEX CONVENIENCE RECEPTACLES MOUNTED ON A SINGLE GANG PLATE. -20R SPECIAL PURPOSE RECEPTACLE DEVICE. PROVIDE SINGLE DEVICE WITH NEMA RATING AS INDICATED AND MATCHING COVER PLATE. MOTOR, NUMBER INSIDE SYMBOL INDICATES HORSEPOWER. ® MANUAL MOTOR STARTER, SURFACE MOUNTED UNLESS OTHERWISE INEY DISCONNECT SWITCH. [ COMBINATION STARTER. O METERING DEVICE, TYPE INDICATED ON CONTRACT DOCUMENTS. COMMUNICATION OUTLET. PHONE/DATA. INDICATES WLL HONEOUE.$ SINGLE POLE SWITCH. CIRCUIT CONDUIT DROP OR RISE AS INDICATED C P-1AIS 12 HOMERUN TO PANEL P -1A, CIRCUIT #12. FED FROM 20A -1P BREAKER INTENDED UNLESS NOTED OTHERWISE. RUN GREENWIRE GROUND FOR ALL CIRCUITS. PROVIDE ONE GROUND PER CIRCUIT UNLESS SHOWN OTHERWISE. THERMOSTAT WIRE MOLD SURFACE RACEWAY — Vt-- VFD VARIABLE FREQUENCY DRIVE. L j GENERATOR EMERGENCY SHUTDOWN STATION. WEATHERPROOF, BREAK -GLASS TYPE. GRA GENERATOR REMOTE ANNUNCIATOR 3 -SPD THREE SPEED SWITCH ® HARDWIRED EQUIPMENT CONNECTION SCOPE OF WORK: 1.0 DEMOLISH ROOMS 217 AND 217A AS DEPICTED ON DEMOLITION PLAN. DISCONNECT AND REMOVE ALL BRANCH CIRCUITRY FROM EXISTING PANELBOARD LPP-2-1. EXISTING PANELBOARD LPP-2-1 TO REMAIN FOR REUSE. 2.0 PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN EXISTING PANELBOARD LPP-2-1 FEEDER. 3.0 PROVIDE NEW LUMINAIRES, INVERTER AND DIMMING CONTROLS. 4.0 PROVIDE NEW ALUMINUM BUSWAY AND ASSOCIATED EQUIPMENT. 5.0 PROVIDE NEW ALUMINUM SURFACE RACEWAY AND ALL WIRING DEVICES. 6.0 REMOVE SMOKE DETECTORS AND PROVIDE A RATE -OF -RISE HEAT DETECTOR. 7.0 PROVIDE POWER TO THE DOOR ACCESS CONTROL ELECTRIC STRIKE DEVICE. 8.0 RELOCATE EXISTING DATA SURFACE RACEWAYS. WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH: CIVIL: ELEC. MECH: SCOPE OF WORK ELECTRICAL SYMBOLOGY ELECTRICAL SUBMITTAL SCHEDULE DESCRIPTION LUMINAIRES EM LIGHTING INVERTER PRODUCT DATA YES YES SHOP DRAWINGS YES YES DIMMER SWITCH YES BUSWAY AND ACCESSORIES YES YES METALLIC SURFACE RACEWAY YES YES RECEPTACLES COVERPLATES CIRCUIT BREAKERS YES YES YES STRAIN RELIEF WIRE YES YES YES CONDUIT HEAT DETECTOR YES YES GENERAL NOTES: 1.0 ELECTRICAL SCHEMATICS INDICATED ON CONTRACT DOCUMENTS ARE DIAGRAMMATIC. IT IS NOT THE INTENT TO SHOW EXACT OR MOST EFFICIENT ROUTING. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS ON SITE. ANY CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL BE BROUGHT TO CORNELL'S PROJECT MANAGER FOR RESOLUTION BEFORE WORK PROCEEDS. 2.0 ASSURE PUBLIC AND WORKER SAFETY AT ALL TIMES. PROTECT ADJOINING AREAS FROM DAMAGE AND DUST. REMOVE ALL DEBRIS FROM SITE AND DISPOSE OF WASTE MATERIAL IN A SAFE MANNER. KEEP THE PREMISES FREE OF DEBRIS FROM THE EXECUTION OF WORK. DELIVER A FINAL PRODUCT THAT IS CLEAN AND OPERABLE. 3.0 FIRE STOP ELECTRICAL PENETRATIONS THROUGH FIRE RATED WALLS AND/OR FLOORS WITH MATERIAL EQUAL IN RATING TO THE CONSTRUCTION OF THE MATERIAL PENETRATED. 4.0 PERFORM WORK IN ACCORDANCE WITH THE REQUIREMENT OF THE LATEST PUBLICATIONS OF THE NEC, NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, NEW YORK STATE ENERGY CODE, AND LOCAL CODES APPLICABLE TO THE PARTICULAR WORK. 5.0 WORK SHALL BE COMPLETED AS SPECIFIED AND INDICATED ON CONTRACT DOCUMENTS. ANY SUGGESTED ALTERNATE MANUFACTURER OR METHOD OF INSTALLATION SHALL BE SUBMITTED TO PROJECT ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY MATERIALS OR COMMENCING EXECUTION OF THE WORK. 6.0 GROUNDING SHALL BE IN STRICT ACCORDANCE WITH NEC ARTICLE 250. PROVIDE EQUIPMENT GROUND CONDUCTOR WITH EACH BRANCH CIRCUIT INDICATED ON CONTRACT DOCUMENTS. EQUIPMENT GROUND CONDUCTOR SHALL BE ROUTED WITH ASSOCIATED PHASE CONDUCTORS. 7.0 PROVIDE A NEW TYPE WRITTEN DIRECTORY FOR EACH PANELBOARD. LABEL ALL NEW DEVICE FACEPLATES WITH SOURCE AND CIRCUIT NUMBER. PROVIDE PERMANENT LABEL ON SWITCHING DEVICES INDICATING EQUIPMENT SERVICE AND INVENTORY NUMBER. COORDINATE EQUIPMENT INVENTORY NUMBERS WITH CORNELL UNIVERSITY'S MECHANICAL SHOP, 255-8667. 8.0 CIRCUITS RATED 20 -AMP, 120 VOLT SHALL CONTAIN SEPARATE NEUTRAL CONDUCTORS. 9.0 CONDUCTORS SHALL BE A MINIMUM 12AWG, STRANDED COPPER, 600VAC, 90 DEGREE C, TYPE THHN/THWN FOR DRY AREAS AND XHHW/THWN-2 FOR WET AREAS. 10.0 CONDUITS SHALL BE A MINIMUM OF 3/4 INCHES DIAMETER. CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT) AND SURFACE MOUNTED UNLESS NOTED OTHERWISE. 11.0 AIC RATING OF NEW CIRCUIT BREAKERS SHALL MATCH RATING OF RESPECTIVE PANELBOARD. SIZE AS INDICATED. 12.0 PROVIDE PULL STRING THROUGH NEW CONDUIT AND BOXES. PROVIDE SUPPORT HANGERS FOR CONDUIT AS NEEDED. .0 INSTALL RACEWAY SYSTEMS ENSURING PROPER ACCESS TO EQUIPMENT AND DEVICES AND WITH SUFFICIENT SPACE TO PERFORM ROUTINE MAINTENANCE AND REPAIR. RACEWAYS THAT ARE NOT INSTALLED WITH THIS REQUIREMENT IN MIND SHALL BE RELOCATED AT NO EXPENSE TO THE UNIVERSITY UNTIL DEFICIENCIES ARE CORRECTED. 16 15 ELECTRICAL ABBREVIATIONS 14 13 12 11 10 9 7 6 ELECTRICAL SUBMITTAL SCHEDULE 5 4 2 NOTES REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION A DATE. . .,q•, 61 61166/26611 1103611161611166 661611116112616 16 =Ma DATE: FACILITY: DESIGN: D SCOPE OF WORK, GENERAL NOTES, SYMBOLOGY, SCHEDULES, AND ABBREVIATIONS E-000 P0520 w 0 U ARCHIVE B 16 15 14 j 13 i 12 11 10 9 8 7 6 4 2 GENERAL DEMOLITION NOTES: 1.0 ELECTRICAL EQUIPMENT SHOWN DASHED ON DEMOLITION DRAWINGS, INCLUDING ASSOCIATED ANCHORS, SUPPORTS, STRAPS, BOXES, FITTINGS, AND OTHER APPURTENANCES NOT SHOWN, SHALL BE DISCONNECTED AND REMOVED. REMOVE ASSOCIATED BRANCH CIRCUITRY TO SOURCE. 2.0 EXISTING RACEWAYS AND DEVICE BACKBOXES NOT INTERFERING WITH NEW WORK SHALL BE REUSED WHERE POSSIBLE. 3.0 PROVIDE JUNCTION BOXES, RACEWAYS, AND WIRING TO MODIFY/EXTEND EXISTING SYSTEMS AND CIRCUITS FED DOWNSTREAM OF ELECTRICAL EQUIPMENT SHOWN TO BE DEMOLISHED. 4.0 CUT DEMOLISHED CONDUITS INSTALLED THRU WALLS AND FLOORS FLUSH WITH THE SURFACE AND PATCH PENETRATIONS (FIRESTOP IF LOCATED ON A FIRE RATED SURFACE). PATCH AND PAINT SURFACES IN EXPOSED AREAS TO MATCH SURROUNDING MATERIALS, FINISHES, AND COLORS. 5.0 PROVIDE BLANK COVERPLATES ON UNUSED BACKBOXES REMAINING FROM DEMOLITION NOT SPECIFIED TO BE INFILLED. 6.0 EXISTING EQUIPMENT SHOWN TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. KEYED DEMOLITION NOTES: DISCONNECT AND REMOVE LUMINAIRES. REMOVE BRANCH CIRCUITRY TO SOURCE. REMOVE OCCUPANCY SENSORS AND POWER/RELAY PACKS AND SAVE FOR REINSTALLATION. DISCONNECT AND REMOVE PLUGMOLD. REMOVE BRANCH CIRCUITRY TO SOURCE. 4 DISCONNECT AND REMOVE WIREWAY INSTALLED ABOVE CEILING. REMOVE ALL BRANCH CIRCUITRY TO SOURCE (ALL OF THIS BRANCH CIRCUITRY WAS ABANDONED). EXISTING PANEL BP -2-1 10 11 12 13 14 15 16 17 DISCONNECT AND REMOVE ELECTRIC HEATER. REMOVE BRANCH CIRCUITRY TO SOURCE. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH: CIVIL. ELEC. MECH• REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION A DATE. DUPLEX RECEPTACLE SERVING CONDENSATE PUMP TO REMAIN. REMOVE BRANCH CIRCUITRY TO SOURCE. FAN COIL UNITS AND ASSOCIATED BRANCH CIRCUITRY TO REMAIN. PROTECT AND MAINTAIN DURING CONSTRUCTION. FIRE ALARM HORN/STROBE NOTIFICATION APPLIANCE TO REMAIN. PROTECT AND MAINTAIN DURING CONSTRUCTION. DISCONNECT AND REMOVE FIRE ALARM SMOKE DETECTOR. REMOVE SLC CIRCUITRY TO A POINT BEYOND DEMOLITION AND TAG FOR REUSE. COORDINATE ALL FIRE ALARM INTERRUPTIONS WITH CORNELL EH&S AND FACILITY. DISCONNECT AND REMOVE 1 -IN EMT STUBBED ABOVE CEILING. REMOVE (10) ABANDONED DATA AND TELEPHONE CABLES TO SOURCE. DUAL -CHANNEL SURFACE RACEWAY TO BE RELOCATED BY CONTRACTOR. DATA CABLES AND RACEWAY TO BE TAGGED FOR REUSE AND RELOCATED BY CORNELL CIT. TELEPHONE IDF, ENCLOSURE AND CIRCUITRY TO BE REMOVED BY CORNELL CIT. EXISTING SQUARE D TYPE NQO PANELBOARD LPP-2-1 TO REMAIN. DISCONNECT AND REMOVE ALL BRANCH CIRCUITRY AND PREPARE PANELBOARD FOR REUSE. DISCONNECT LPP-2-1 FEEDER (4#6, 1 -IN. EMT) AND REMOVE TO PANELBOARD BP -2-1. TAG FEEDER BRANCH CIRCUITRY WIRE FOR REUSE. 1 -IN. EMT TO REMAIN. EXISTING FIRE ALARM RACEWAYS AND JUNCTION BOXES INSTALLED AT 102 -IN. AFF TO REMAIN. PROTECT AND MAINTAIN DURING CONSTRUCTION. REMOVE (3) ABANDONED JUNCTION BOXES INSTALLED ABOVE CEILING. DISCONNECT AND REMOVE BRANCH CIRCUITRY TO INLINE FAN TO SOURCE. CO Cn O 10200000. 410 111 FACILITY: SECOND FLOOR ROOM 217 ELECTRICAL DEMOLITION SCALE: 1/4'=1'-0" ROOM 217 ELECTRICAL DEMOLITION NOTES ED -102 P0520 16 5 14 13 12 1 0 ARCHIVE BAR CODE 6 1 15 1 14 2 0 EXISTING PANEL BP -2-1 EXISTING PANEL LPP-2-1 LETTER DENOTES LUMINAIRE TYPE. REFER TO LUMINAIRE SCHEDULE ON 3/E-400 FOR ADDITIONAL INFORMATION (TYP) 0 2 SCALE: 1/4-=1'-0' ROOM 217 LIGHTING INSTALLATION SCALE: 1/4" =1-0" EXISTING PANEL 0 - BP -2-1 3'-0" (TYP) INSTALL TOP OF SURFACE RACEWAY AT 48" AFF LPP-2-1 8 I♦ GFI LPP-2-1 7 GFI LPP-2-1 5 LPP-2-1 3 30cd INSTALL TOP OF SURFACE RACEWAY AT 32" AFF LPP-2-1 12 LPP-2-1 2/4/6 EXISTING PANEL LPP-2-1 LPP-2-1 12 LPP-2-1 9 LPP-2-1 10 LPP-2-1 6 LPP-2-1 11 t NSTALL TOP OF SURFACE CEWAY AT 72" AFF 2 SCALE: 114'=1c0" ROOM 217 ELECTRICAL INSTALLATION KEYED CONSTRUCTION NOTES: Q ANCHOR LUMINAIRES TO CEILING DECK AND INSTALL BOTTOM OF LUMINAIRES FLUSH WITH LAY -IN CEILING GRID. ADJUST FLEXIBLE MOUNTING BRACKETS AS NEEDED TO ACCOMMODATE EXISTING EQUIPMENT INSTALLED ON THE CEILING DECK. • PROVIDE A METALLIC, SINGLE -GANG, SURFACE MOUNT BOX WITH A PHILIPS SUNRISE ELECTRONIC WALL DIMMER: MODEL NO. SR1200ZTUNV AND A BRUSHED ALUMINUM, DECORA STYLE COVERPLATE. INSTALL TOP OF SURFACE MOUNT BOX AT 48 -IN. AFF. Q PROVIDE A PHILIPS BODINE ELI -S-100 100W SINE WAVE EMERGENCY LIGHTING INVERTER. INSTALL ON CEILING AND PAINT BLACK TO MATCH CEILING. REFER TO LIGHTING CONTROL WIRING DIAGRAM FOR ADDITIONAL INFORMATION. Q RELOCATE EXISTING OCCUPANCY SENSORS AND RELAY PACKS. PROVIDE 2#12 AWG THHN, 1#12 AWG THHN GND, 3/4 -IN. EMT FROM UNSWITCHED LIGHTING BRANCH CIRCUIT TO OCCUPANCY SENSOR POWER SUPPLY. THE OCCUPANCY SENSORS WILL NOT BE USED TO CONTROL LIGHTING SENSORS: WILL BE USED FOR TEMPERATURE SETBACK FOR THE BUILDING CONTROLS SYSTEM. SCALE: 1/4" = 1'-0" PROVIDE 20 -LINEAL FEET OF STARLINE TRACK BUSWAY: CATALOG NO. B60-10-2 (10 -LINEAL FEET, 2 -POLE, 60A RATED). PROVIDE WITH IN-LINE CONNECTORS, CLOSURE STRIPS, END CAPS, AND ALL SUPPORT HARDWARE. SUPPORT BUSWAY WITH STARLINE 3/8 -IN. THREADED ROD HANGERS. INSTALL TOP OF BUSWAY FLUSH WITH BOTTOM OF LAY -IN CEILING GRID (BUSWAY WILL BE INSTALLED BELOW LAY -IN CEILING AND LUMINAIRES). REFER TO BUSWAY ELEVATION FOR ADDITIONAL INFORMATION. PROVIDE STARLINE UNIVERSAL POWER FEED UNIT: CATALOG NO. EPF60-2 (2 -POLE, 60A RATED). CIRCUIT BUSWAY WITH 3#10 AWG THHN, 1#10 AWG THHN GND, 3/4 -IN. EMT. QPROVIDE ALUMINUM, DUAL -CHANNEL, SURFACE RACEWAY: WIREMOLD ALDS4000 SERIES WITH ALL FITTINGS AND COVERPLATES FOR A COMPLETE INSTALLATION. PROVIDE A VERTICAL SECTION OF SURFACE RACEWAY FROM CEILING TO HORIZONTAL SECTION USING A DIVIDED TEE FITTING. Q PROVIDE A HARDWIRED EQUIPMENT CONNECTION TO THE BUILDING MANAGEMENT SYSTEM CONTROLLER LOCATED ON THE CEILING. CIRCUIT WITH 2#12 AWG THHN, 1#12 AWG THHN GND, 3/4 -IN. EMT. COORDINATE INSTALLATION WITH TEMPERATURE CONTROLS CONTRACTOR. • PROVIDE A HARDWIRED EQUIPMENT CONNECTION TO THE ACCESS CONTROL ELECTRIC STRIKE. CIRCUIT WITH 2#12 AWG THHN, 1#12 AWG THHN GND, 3/4 -IN. EMT. COORDINATE INSTALLATION WITH THE DOOR HARDWARE INSTALLER. 10 EXISTING FIRE ALARM HORN/STROBE NOTIFICATION APPLIANCE. ADJUST STROBE JUMPERS TO 30 -CANDELA. O PROVIDE A FIRE ALARM HEAT DETECTOR AND CONNECT TO NEAREST SLC WITH 2#14 FPLP CABLE. COORDINATE ALL FIRE ALARM INTERRUPTIONS AND REQUIRED TESTING WITH CORNELL UNIVERSITY EHBS. 0 EXISTING SQUARE D TYPE NQO, 20 -SPACE PANELBOARD. PROVIDE SQUARE D QO STYLE AFI CIRCUIT BREAKERS AS SHOWN ON PANELBOARD SCHEDULE. PAINT BACKBOX AND COVER TO MATCH WALL. PROVIDE ID TAG ON COVER. 0 RELOCATE (2) DUAL -CHANNEL SURFACE RACEWAYS. COORDINATE FINAL LOCATION WITH FACILITY. DATA CABLING, JACKS, TERMINATIONS, AND TESTING BY CORNELL CIT. O GFI DUPLEX RECEPTACLES: SIMILAR TO LEGRAND CATALOG NO. 2095S, SPECIFICATION GRADE, DECORATOR STYLE, 20A, 125V, 5-20R, WHITE. PROVIDE WITH WIREMOLD ALUMINUM DECORATOR COVERPLATES. PROVIDE EACH DEVICE WITH A LABEL INDICATING THE PANEL AND CIRCUIT NUMBER. CIRCUIT WITH 2#12 AWG THHN, 1#12 AWG THHN GND, 3/4 -IN. EMT. O DUPLEX RECEPTACLES: SIMILAR TO LEGRAND CATALOG NO. PTTR5362WSP, SPECIFICATION GRADE, DECORATOR STYLE, 20A, 125V, 5-20R, WHITE. PROVIDE WITH WIREMOLD ALUMINUM DECORATOR COVERPLATES. PROVIDE EACH DEVICE WITH A LABEL INDICATING THE PANEL AND CIRCUIT NUMBER. CIRCUIT WITH 2#12 AWG THHN, 1#12 AWG THHN GND, 3/4 -IN. EMT. C> REMOVE EXISTING FEEDER CONDUCTORS (4#6, 1 -IN. EMT) AND TAG FOR REUSE. PROVIDE A #10 AWG THHN GND CONDUCTOR FROM GROUND BUS IN EXISTING PANELBOARD BP -2-1 AND REINSTALL EXISTING FEEDER CONDUCTORS WITH EQUIPMENT GROUNDING CONDUCTOR TO PANEL LPP-2-1. 0 AT EACH LOCATION INDICATED (QUANTITY OF 4), PROVIDE A STARLINE DROP CORD PLUG-IN: CATALOG NO. CBDC60E12-X-5200-2-GFI. EACH PLUG-IN MODULE INCLUDES A 20A/1 -POLE CIRCUIT BREAKER, 8 -FT. OF SJO CORD AND A WIRE MESH GRIP AT BOTH ENDS OF THE SJO CORD. REFER TO BUSWAY ELEVATION DETAIL #5/E-400 FOR ADDITIONAL INFORMATION. O PROVIDE 2#12 AWG THHN, 1#12 AWG THHN GND, 3/4 -IN. EMT TO EXISTING DUPLEX RECEPTACLE SERVING CONDENSING PUMP. NOTES WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH: CIVIL. ELEC. MECH. REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION DATE. 0112861104541 IMMINES al >- CL = a DATE: AY 15, 2015 FACILITY: 2039H DESIGN: C. WAY AN DRAWN: jd SECOND FLOOR ROOM 217 A B D G ELECTRICAL AND a LIGHTING INSTALLATION. E-102 P0520 ARCHIVE B 16 15 14 13 12 11 0 9 6 5 2 16 14 13 12 11 10 9 00 00 00 00 00 00 1-? EXISTING CONCRETE DECK 00 00 PROVIDE ITW BUILDEX SAMMY MODEL CST20 CONCRETE ANCHORS AT EACH THREADED ROD TO ANCHOR TO CONCRETE DECK (TYPICAL) 3/8" THREADED RODS (MINIMUM OF 3 RODS PER 10 -FT. SECTION OF BUSWAY) 20 -FT. STARLINE BUSWAY (TWO 10 -FT. SECTIONS) STARLINE 20N1 -POLE CIRCUIT BREAKER MODULES (TYP OF 4) 8 -FT. STARLINE SJO CORDS WITH STRAIN RELIEF AT BOTH ENDS OF CORD (TYP OF 4) STARLINE DROP CORD PLUG-IN MODULES WITH (2) GFI RECEPTACLES PER BOX (TYP OF 4) 5 4 3 2 LUMINAIRE SCHEDULE TYPE DESCRIPTION MOUNTING SIZE MANUFACTURER CATALOG NO. BALLAST LAMPS WATTAGE VOLTAGE FINISH A 2" LINEAR PENDANT AIRCRAFT CABLE 2.25"W x 4"H x 8'L FINELITE HP -2 -D -8 -HO -4000 -120 -FM -SC DRIVER LED 73.6 -VA 120V CLEAR ALUM B 2" LINEAR PENDANT AIRCRAFT CABLE 225"W x 4"H x 12'L FINELITE HP -2 -D -12 -HO -4000 -120 -FM -SC DRIVER LED 110.4 -VA 120V CLEAR ALUM 1 LU INAIRE SCHEDU E WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY- FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH. CIVIL. ELEC. MECH: UNSWITCHED 120V PHASE (BLACK) NEUT INE OUT (RED) SW HOT DIM + (PURPLE) D DIM - (GRAY) DIM - PHILIPS SRI200ZTUNV DIMMER SWITCH HITE) w -J 0- 2 z z BODINE ELI -S-100 INVERTER NEUTRAL (WHITE) NE OUT (RED) DIM + (PURPLE) DIM - (GRA NORMAL POWER LUMINAIRE (TYP) EMERGENCY LIGHTING SEQUENCE OF OPERATION 1.0 DURING NORMAL OPERATION, UTILITY AC POWER AND DIMMER SWITCH SIGNAL IS SUPPLIED TO THE EMERGENCY LED DRIVERS THROUGH THE INVERTER THE INVERTER BATTERY CHARGES AND THE EMERGENCY LUMINAIRES FUNCTION VIA THE DIMMER SWITCH. 2.0 UPON LOSS OF UTILITY AC POWER: THE INVERTER AUTOMATICALLY SWITCHES TO EMERGENCY MODE AND ILLUMINATES EMERGENCY LIGHTS TO 60% OF RATED LUMEN OUTPUT (REGARDLESS OF DIMMER SWITCH POSITION) FOR A MINIMUM OF 90 MINUTES. 3.0 ONCE UTILITY AC POWER IS RESTORED, THE INVERTER RETURNS TO CHARGING MODE. z z z EMERGENCY POWER LUMINAIRE (TYP) EMERGENCY LIGHTING NOTES 1.0 WIRE INVERTER PER MANUFACTURER TO ALLOW EMERGENCY LIGHTING FIXTURES TO OPERATE VIA THE ROOM DIMMER SWITCH WHEN INVERTER IS IN CHARGING MODE. 2.0 ADJUST INVERTER DIMMER SWITCH TO DIM EMERGENCY FIXTURES TO 60% OF RATED LUMEN OUTPUT WHEN INVERTER IS IN EMERGENCY MODE. REVISIONS: DATE: 05/15/15 - ISSUE FOR CONSTRUCTION DATE• BUSWAY ELEVATION DISCONNECT EXISTING PANEL LPP-2-1 FEEDER (4#6, 1 -IN. EMT) AND REMOVE TO EXISTING PANEL BP -2-1. REINSTALL FEEDER CONDUCTORS AND PROVIDE A #10 AWG THHN EQUIPMENT GROUNDING CONDUCTOR EXISTING PANEL BP -2-1 208Y/120V, 3-PHASE, 4 -WIRE 3#10 AWG THHN, 1#10 AWG THHN GND, 3/4" EMT 60/3 (CIR #25/27/29) C 30/2 STARLINE CIRCUIT BREAKER PLUG-IN UNITS (TYP OF 4) EXISTING PANEL LPP-2-1 208Y/120V, 3-PHASE, 4 -WIRE 20' STARLINE BUSWAY 60A RATED 208Y/120V, 3-PHASE, 4 -WIRE { 20/1 C 20/1 C 20/1 20/1 00 00 00 00 DROP DROP DROP DROP CORD #1 CORD #2 CORD #3 CORD #4 SJO CORDS (TYPICAL FOR DROP CORDS) 2 LIGHTING CONTROL WIRING DIAGRAM EXISTING PANEL LPP-2-1 LOCATION: LAB 217 BUS RATING: 100A MLO MOUNTING: SURFACE FEEDER: SEE ONE -LINE VOLTAGE/PHASE: 208Y/120V, 3 PHASE, 4 -WIRE FED FROM: PANEL BP -2-1 PANEL A.I.C. RATING: 10,000A ACCESSORIES: CKT DESCRIPTION TYPE AMPS POLES LOAD PH LOAD POLES AMPS TYPE DESCRIPTION CKT 1 LIGHTS: 217 TM 20A 1 560 A 2880 2 30A AFI BUSWAY: 217 2 3 OUTLETS: 217 AFI 20A 1 540 B 2880 4 5 OUTLETS: 217 AFI 20A 1 540 C 50 1 20A TM CONDENSING PUMP 6 7 OUTLETS: 217 AFI 20A 1 540 A 540 1 20A AFI OUTLETS: 217 8 9 OUTLETS: 217 AFI 20A 1 540 B 540 1 20A AFI OUTLETS: 217 10 11 OUTLETS: 217 AFI 20A 1 360 C 50 1 20A AFI ELECTRIC STRIKE: 217 12 13 SPARE AFI 20A 1 0 A 0 1 20A AFI SPARE 14 15 SPARE AFI 20A 1 0 B 0 1 20A AFI SPARE 16 17 SPARE AFI 20A 1 0 C 0 2 20A AFI SPARE 18 19 SPARE AFI 20A 1 0 A 0 20 CIRCUIT BREAKER TYPES. TOTAL CONNECTED LOAD: 10,020 -VA TOTAL DEMAND LOAD: 5,290 -VA INTERRUPTER TM - THERMAL MAGNETIC ST - SHUNT TRIP GFI - GROUND FAULT CIRCUIT AFI - ARC FAULT CIRCUIT INTERRUPTER 191 MEM 11180811114115 sl =MO 0 UIQ DATE: MAY 15, 2015 FACILITY: 2039H DESIGN: C. WAY AN D N: cmw SCHEDULES, DIAGRAMS, ONE -LINES, AND ELEVATION 6 5 4 2 1 PARTIAL ONE -LINE RISER DIAGRAM 0 PANELBOARD SCHEDULE E-400 P0520 A