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Sage Hall
EMMEN! EMMEN; EXTERIOR DOOR MODIFICATIONS SAGE HALL CORNELL UNIVERSITY -FOR- CORNELL UNIVERSITY INFRASTRUCTURE PROPERTIES AND PLANNING ITHACA, NEW YORK ABBREVIATIONS afF ac addl a/c olt opprox bsmt big lorn bikg law bot bldg bldg call dt emi cb cc ct co dive col cone crru csjt cont cjt crrPcrs dist olio dim clw dbI din dug df ileo act equip exh exg exp jt ext Above Finish Floor Acoustical Additional Air Conditioning Alternate Approximate Basement Bearing Bench Mark Blocking Both Nays Bottom Bridging Building Cabinet Carpet Casement Gatch Basin Ceiling Center to Center Ceramic Tile Glean Out Closet Column Concrete Concrete Mosonry Unit Construction Joint Continuous Control Joint Gorrugoted Metal Pipe Courses Detail Diameter Dimension Dishwasher Double Double Hung (I*idorn) Drawing Drinking Fountoln Elevation Equal Equipment Exhovst Existing Expansion Joint Exterior FoF Foal Fos Fin Fc Fir Fd Ftg Fnd Frz Furn gale ga 4 I f1 hcp hclw ht htr hvac hm hor hb id hsul Int kw Isjt jt mfr mo mot max meth mtl min mrsc Ila nlc Its oc opng opp od oh Face OF Finish Face OF Masonry Face OF Studs Finish(ed) Finish Goat Floor Floor Drain Footing Foundation Freezer Furnace Galvanized 6ioss Glazing Ground Fa,It Interrupter Gypsum Drywall Ffaridlcap Hordwore Leight Heater Heoltklg'Vent rlatloni Air Conditioning Follow Metal Horizontal Dose Bibb Inside Diameter Insulation Interior Invert Isolation Joint Joint Manufacturer Masorry Opening Material Maximum Mechanical Metal Minimum Mrscellcraeous Not Applicable Not In Contract Not To Scale On Center Opening • posI Outside Diameter Overhead pnl ant perf plan plpm PI pwd pvc pp prov pt qcity reinf rcp ry ro reFr rev rd rm ro rL► son shr shth sun spec stn st stn sir &Tr L.g L/o ftg L/a pl L/o stn L/o Nati bp von yr vert vif v we Hp HHF w/o rid Panel Painted) Penny fo Perforated Plaster Plastic Laminate Plate Plywood Polvinyl Chloride Power Pole Provide Pressure Treated Gbuantlty Quarry Tile Reinforcing Reinforced Concrete Pipe Reinforced Vinyl Tile Return Air 'Refrigerator Revision, Revised Roof Drain Room Rubber -Rough Opening Sanitary Shower Sheathing Similar Specification Stain(ed) Stainless Steel Structural Tempered Thickness Tongue and Groove Top OF Footing Top Of Plate Top Of Steel Top Of Plan Typical Unless Otherwrise Noted Vapor Retarder Vertical Verify In Field Vinyl Water Closet Waterproof Welded Were Fabric With Without Wood WARPING: DRAWINGS, SPECIFICATIONS .AND OTHER DOCUMENTS. INCLUDNG THOSE N ELECIRCNIC FORM, PREPARED 6T BERG ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY Win I RESPECT TO T1 -E PROJECT FOR WHICH THEY WERE CREATED- THE ARCHITECT RETAINS A11 COMMON LAW, STATUT CRY AND OTHER RESERVED RIG -ITS. INCLUDING COPYRIGHT. FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA, IT IS A VIOLATION OF TITLE VII, PARTBB.9(B) OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON. UNLESS AMINO UNDER THE DiRECTi4FEOFALICENSED ARCHITECT TD ALTER THIS DRAWING. IF ALTERED, SUCH ARCH4TECT SHALL AFFIX HIS SEAL, SIGNATURE, THE DATE, THE NOTATION ALTERED BY'. AND THE SPECIFIC DESCRIPTION CF THE ALTERATION. WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW E] ISTNG, NEW. AND/OR PROPOSED WORK AHD CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN ABA MATTER OF INFORMATION AND THAT THE OWNER AND ARCHITECT. WHILE BELIEVNG SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT. ASSUME NO RESPONSIBILITY THEREFORE THE USER SHALL MALE THEMSELVES FAMILIAR WITH ALL CONDITIONS AFFECTING THE NATURE AND MANNER CP THEIR WORK INCLUDING VERIFICATION MALL DIMENSIONS LOCATING EXISTING, PROPOSED. AND/CR NEW WORK AND CONDITIONS. CORNELL UNIVERSITY Infrastructure Properties & Planning Cornell University Ithaca, Nevi York LOCATION MAP tiix53„gwe • r 1 CODE SUMMARY PROJECT LOCATION; Sage III - 114 East Avenue. Located at the Northwest corner of the Intersection OF East Avenue sand Campus Road. PROJECT DESCRIPTION: l+doric generally consists of the Following= Selective repairs, - Prepare and paint existing fixed doors and casings scheduled to remain. Alteration - Level 1 - Prepare and paint existing doors and casings Provide repairs scheduled. Replace door hardware scheduled. Provide electrIFled door hardware with connections to existing electrical and cord access reader systems. 'Replace existing doors. Prapore and paint doors cnd existing casings. Provide door hardware scheduled. Provide electrified door hardware with connections to existing electrical cod cord access reader systems. B UILDING DATA: Building = D escription, Year Built, Sage H011, Cornell Unlverslhj #3002 114 East Avenue Ithaca, MY I4653 Three-story building with basement, with exterior masonry bearing 110115 I$12 1,11th additions doting to Ie46, anal IgGB major renovation proje .t and addition Type of Construction, Original IVB 1c1g$ Addition IIB Building Area: 150 ,116 9F (gross) L24,e46 sr (net) Project Work Area14 sF 50 sf 0 sF Basement First Floor Second. 'Mira. Fourth Firs, 50 sf Project total % of total Floor area= 0.04 % of net Floor area APPUCABLE CONSTRUCTION CODES: 2015 International Building Code 2015 International Existing Building Code 2015 International Flre Code 2015 International Plumbing Gode 2015 International Property Maintenance Gode New York State 2016 Uniform Code Supplement Accessible and Usable Buildings and Facilities, ICC A111.1- 200c1 Edition PATH OF CODE COMPLIANCE: 2015 International Existing Building Code 301.12 1Norlc. Area Compliance Method (Applicable Chapters) Chapter 5 Clossificatron of World 502 Repairs (Chapter 6) 503 Alteration - Level I (Chapter 1) 504 Alteration - Level 2 (Chapter $) - NIA 505 Alternation - Level 3 (Chapter q) - NIA Level 3 alternations apply where the work area exceeds 50% of building area. New construction will comply with requirements of the current Godes listed. MATERIALS Porous f=ill Concrete Metal (Small Scale) Yee 1 ded Wire XFabric I///A kXd [7 A Metal (Large Scale) Earth Woad (Rough) (Nominal Size Shown at Large Scare only) Wood (Finished) Concrete Masonry Units Insulation (Rigid) Insulation (Bott/Blonket) to c .2 0 17311 olvapapapips'onsavapaso ARCHITECTURE II kit W. I Thirty -Two Wlnitanp Street --F1 riip-1 SU STAINABILITY PRESERVATION Raabesier, New York 14607 CA EgNMNOKOMMNICI r s -28e- pg8 i aontelot bexaerahiteeture.c ]3 C} ARCHITECTURE PLLC SYMBOLS 103 T.0.5. = 1QQ•-0.. Window Type Door Number Room Number Revision Point E Iev. -- Property Line Grid Tine Contour Line Existing Proposed Interior Elevation Section Section Number Direction Shown Where ere drawn Detail Detail Number Inhere drawn Area to be Drawn f INDEX OF DRAWINGS T- 10 Title Sheet A -I0 Door Schedule and Existing Door Elevations and Notes A -II Replacement Door Elevations and Notes A-30 Door Detarls E -IO Basement and First Floor Electrical Plans E -II Second Floor Electrlcat Plan PROJECT TITLE: Exterior Door HodlFrcations Sage Hall - 114 East Avenue Cornell University SHEET TITLE: Title sheet CLIENT ! OWNER: Cornell University InFrostructure Properties and Planning Ithaca, New York SHEET NUMBERIDATE: T-10 March 10, 2017 SAGE HALL EXTERIOR DOOR MODIFICATIONS Project Manual & Specifications March 10, 2017 Owner Cornell University Ithaca, NY 14853 Architect Bero Architecture PLLC 32 Winthrop Street Rochester, NY 14607 SAGE HALL EXTERIOR DOOR MODIFICATIONS TABLE OF CONTENTS Page 1 Instructions 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 Schedules 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 22 Fixed Equipment Inventory Section 01 78 23 Operating and Maintenance Data Section 01 78 36 Warranties and Bonds Section 01 78 39 Record Documents SAGE HALL EXTERIOR DOOR MODIFICATIONS TABLE OF CONTENTS Page 2 DIVISION 2 — EXISTING CONDITIONS Section 02 41 91 Selective Demolition DIVISION 7 — THERMAL AND MOISTURE PROTECTION Section 07 84 13 Penetration Firestopping Section 07 92 00 Joint Sealants DIVISION 8 — OPENINGS Section 08 14 00 Wood Doors Section 08 14 33 Stile and Rail Wood Doors Section 08 21 00 Wood Door Restoration Section 08 71 00 Door Hardware Section 08 80 00 Glazing DIVISION 9 — FINISHES Section 09 91 00 Painting DIVISION 26 — ELECTRICAL Section 26 00 00 General Provisions for Electrical Work DIVISION 28 — ELECTRONIC SAFETY AND SECURITY Section 28 13 16 Electronic Safety and Security Systems DRAWING LIST T-10 Title Sheet A-10 Door Schedule and Existing Door Elevation and Notes A-11 Replacement Door Elevations and Notes A-30 Door Details E-10 Basement and First Floor Electrical Plan E-11 Second Floor Electrical Plan END OF DOCUMENT INSTRUCTIONS TO BIDDERS Project: Sage Hall Exterior Door Modifications Owner: Cornell University Ithaca, New York 14853 Architect: Bero Architecture PLLC 32 Winthrop Street Rochester, New York 14607 1. 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: Sage Hall Exterior Door Modifications Submitted by: (Bidder) b. Proposals shall be delivered to the Owner at the address listed above not later than 2:OOPM on April 7, 2017. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS -1 OPENING Proposals will be opened p Building, Cornell iniversity Campus, Ithac rose ttte right to postpone the date and ti brute announced in this Instruction to Bidders ry a BIDDING1U'IE " t bliely by the wnc r it New York, at the houur e of opening of propos or arrtcndments thereto. The Bidding Docunrents will consist oft tions to I3idde Bid F`o neral '©ttclitions a the tntrae (4) Drawl; and ations. Room 102C, Hut phreys Servic and date listed in 3b. The Owner als itt any time prior to the date and in] 1owin : _. and Division 1 " eneial .equir Addenda andlt r b issued prim DRAWING AND SPECII ONS FURNISIIED Con r .t;.c b €ppl icrs zuuir retract 1.octrntct act DoeDocuments may be lE du `cmrttr,t Additional sets ill e available a° g may or=der t1 :s at 140.00 per 111 the property of the 0 ue surccessfurl bidder wig START OF WORK ace of wri "" Perforr Price. `I m spa opening, of P a )1atrui ed f,orti the Facilities ttntraets website For asci .tancc call 07-255-5 43. 4 [l per set without fund. All subcorttu`aetu rs and t''without refund. No partial sets wi11 be i sued. The ed ten (10) a�iurk at the site shall be started n authorization to proceed and shat BONDS a. Pertr ruane"' and he cost ml` sr u with smelt s rrtua ucc and Payr ,abr and Material ch bonds shall be itt reties as the Owner f drawings and spec if eat o; itltin Iit3ccn (1) calendar days from floc fiat of be cr�,trpleted no later than August 29, 20 Bonds. `1 he utdcessfuil Bidder shall fu nis tlto Ownerx with rryment Bonds", each in the amount ol he Contract luded in the Bidders Proposal, Each ofcs Bonds are to be fay approve, b. Bid Bond. Each Bidder wi11 he required to fuuruish a Bid Bond it tyre non t of I0 ooI° he Bid Amount. Such 131d Bond shall uarant e thattlto Bidder will c cc rte the t ontrmrtet if it is awarded , o hint in confornnrty with his Proposal. Such Proposal Guarantee Bond shallinclude astatement that the usurer shall, at the option of the Bidder, he willing to provide to the Bidder the Contraeiw Bonds as lescribed in 8a above, IN "1 RUCTI N TO BIDDERS NS 9. 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 Proposal opening or such other time as may be agreed to by the Owner and Contractor. e. The Owner reserves the right to accept any of the Alternate Proposals listed within thirty (30) calendar days following the award of a construction contract or such other time as may be agreed to by the Owner and Contractor. 10. EXAMINATION OF SITE AND CONTRACT DOCUMENTS a. Each Bidder shall visit the Site of the proposed work, fully acquaint and familiarize himself with the conditions as they exist and the character of the operations to be carried on under the proposed Contract, and make such investigation as he may see fit so that he shall fully understand the facilities, physical conditions and restrictions attending the work under the Contract. b. Each Bidder shall also thoroughly examine and become familiar with the Drawings, Specifications and associated Bid Documents. c. By submitting a Proposal, the Bidder covenants and affirms that he has carefully examined the Drawings, Specifications, associated Bid Documents, the Addenda and Bulletins, if any, and the Site, that he relies on no representation by the Owner, and that from his own investigation he has satisfied himself as to the nature and location of the work, the general and local conditions, and all matters which may in any way affect the work or its 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 by the deadline established at the pre-bid conference will be given consideration. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS -3 12. PRE-BID CONFERENCE a. A pre-bid conference has been scheduled for March 23, 2017, 9:OOAM, 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. Rev. 9-2016 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 no representation regarding the character and extent of the soil data or other sub -surface conditions to be encountered during the work and no guarantee as to the accuracy or validity of interpretation of such data or conditions is made or intended. b. Each Bidder shall, by careful examination, inform himself as to the nature and location of the work, the conformation of the ground, subsoil and ground water conditions, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions and all other matters which can in any way affect the work under this Contract. The Bidder may, at his option, conduct tests at his expense, including borings, by prior notification to the Owner. Each Bidder shall make his own deductions of sub -surface conditions which may affect methods or cost of construction of the work hereunder and he agrees that, if awarded the construction contract, he will make no claim for damages or other compensation, except such as are provided for in the Contract Documents, should he encounter conditions during the progress of the work different from those as calculated and/or anticipated by him. 20. SALES AND USE TAX EXEMPTION a. The Owner, Cornell University, a non-profit educational institution, is exempt from payment of certain Sales and Use Taxes. 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. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS -5 23. EXEMPTION CERTIFICATES a. At the Contractor's request, following the award of a Contract, Contractor exempt purchase certificates will be furnished by the Owner to the Contractor with respect to such tax exempt articles or transactions as may be applicable under the Contract. 24. REQUIRED SUBMISSIONS a. Provide with Bid Proposal: (1) Acknowledgement of Addenda and/or Bulletins issued prior to bid opening (2) Certificate as to Corporate Bidder (3) List of Proposed Subcontractors (4) Schedule of Values (5) Alternate Proposals and Unit Prices b. Within fourteen days after bid opening: (1) Use of Minority and Female Vendor Forms (2) 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 Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS -6 SAGE HALL EXTERIOR DOOR MODIFICATIONS Cornell University, Ithaca, New York BID FORM Submitted by: Date To: Nancy A. Phelps Facilities Contracts 121 Humphreys Service Building Cornell University Ithaca, New York 14853 Gentlemen: The undersigned, a (Name of Bidder) (Type of Film, 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 March 10, 2017 prepared by Bero Architecture PLLC, 32 Winthrop Street, Rochester, New York 14607, 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. ($ ) Rev. 9-2016 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 thirty (30) calendar days following the award of a construction contract or such other time as may be agreed to by the Owner and Contractor. Alternate No. Description ADD DEDUCT NONE. $ $ Rev. 9-2016 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 fifteen (15) calendar days after date of issuance of written notice to proceed and to complete the project no later than August 29, 2017. 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. PAINTING ELECTRICAL DEMOLITION DOORS Rev. 9-2016 BID FORM BF -3 GLAZING ELECRONIC SAFETY AND SECURITY SYSTEMS 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. Rev. 9-2016 BID FORM BF -4 6. TIME PROGRESS SCHEDULE a. The undersigned agrees, if awarded the Contract, to furnish a "Construction Progress Schedule" showing the starting and completion dates for all principal trades and subdivisions of the Work, together with such additional information related thereto as may reasonably be required. Such schedule shall be in conformance with General Requirements, Section 01 32 15, 1.3, A. 7. BONDS a. Performance and Payment Bonds. The undersigned agrees, if awarded the Contract to execute and deliver to the Owner "Performance" and "Labor and Material Payment Bonds" in such form as acceptable to the Owner and in an amount equal to 100% of the Contract Sum. Such bonds will be furnished by (Name of Surety) b. Bonding Rate for Change Orders. % c. Bid Bond. A Bid Bond in the amount of $ (10% of Bid Amount) is attached to this Bid. Rev. 9-2016 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 Value Included in Base Bid Division 01 Division 02 Division 07 081400& 08 14 33 08 71 00 General Requirements Existing Conditions Thermal and Moisture Protection Wood Doors, Stile and Rail Wood Doors Door Hardware Division 08 Balance of Openings Division 09 Painting Division 26 Electrical Division 28 Electronic Safety and Security Total Bid $ Rev. 9-2016 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 Bidder may offer a substitution for General Conditions, Article 2.05, Superintendence by Contractor, by listing in the space below the proposed percentage of supervision to be provided onsite, together with the amount to be deducted from the Base Bid if the substitution is accepted. Percentage of Supervision Deduction from Base Bid $( e. The sum stated includes any modifications of work or additional work that may be required by reason of acceptance of substitution. Substitute materials must be approved and accepted by the Owner in writing before same may be used in lieu of those named in the Specifications. Item and Specification Description of Reference Deduction from Base Bid Substitution Section & Page No. Labor Material Rev. 9-2016 BID 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 after Proposal opening or such other time as may be agreed to by the Owner and Contractor. b. If written notice of acceptance of this Proposal is mailed, telegraphed or delivered to the undersigned within sixty (60) calendar days after the date of opening of Bids, or any time thereafter before this Proposal is withdrawn, the undersigned will within ten (10) calendar days after the date of such mailing, telegraphing or delivery of such notice, execute an Agreement between Contractor and Owner, amended and/or supplemented, if required, in accordance with the Proposal as accepted. c. The undersigned further agrees, if requested by the Owner, to furnish Performance and Payment Bonds pursuant to Article 7 herein within ten (10) calendar days of issuance of such notice. d. It is understood and agreed that the Owner reserves the right to accept any of the Alternate Proposals listed within thirty (30) calendar days following the award of a construction contract or such other time as may be agreed to by the Owner and Contractor. e. It is understood and agreed that the Owner reserves the right to reject any or all proposals, to waive any informalities in bidding, and to hold all proposals for the above noted period of time. Rev. 9-2016 BID FORM BF -8 11. ADDENDUM RECEIPT a. Receipt of the following addenda to the Terms and Conditions, Drawings or Specifications is acknowledged: Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: Addendum No. Dated: By: Title: Business Address: (Bidder) Rev. 9-2016 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) Rev. 9-2016 BID FORM BF -10 I, CERTIFICATE AS TO CORPORATE BIDDER General Contractors; that behalf of the bidder was then signature; that his signature thereto signed, sealed and executed for and Dated: 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 is genuine and that said Bid Form and attachments thereto were duly in behalf of said Corporation by authority of its governing body. (Secretary -Clerk) (CORPORATE SEAL) Rev.9-2016 BID FORM BF -1 1 GENERAL CONDITIONS FOR SAGE HALL EXTERIOR DOOR MODIFICATIONS CORNELL UNIVERSITY ITHACA, NEW YORK Rev 07-2014 ARTICLE 1 Section 1.01 Section 1.02 Section 1.03 ARTICLE 2 Section 2.01 Section 2.02 Section 2.03 Section 2.04 Section 2.05 Section 2.06 Section 2.07 Section 2.08 Section 2.09 Section 2.10 Section 2.11 Section 2.12 Section 2.13 Section 2.14 Section 2.15 ARTICLE 3 Section 3.01 Section 3.02 Section 3.03 Section 3.04 Section 3.05 Section 3.06 ARTICLE 4 Section 4.01 Section 4.02 ARTICLE 5 Section 5.01 GENERAL CONDITIONS TABLE OF CONTENTS INTERPRETATION OF CONTRACT DOCUMENTS Owner Meaning and Intent of Specifications, Plans and Drawings Order of Precedence CONTRACTOR Contractor's Obligations Contractor's Title to Materials "Or Equal" Clause Quality, Quantity and Labeling Superintendence by Contractor Subsurface or Site Conditions Representations of Contractor Verifying Dimensions and Site Conditions Copies of Contract Documents for Contractors Meetings Related Work Surveys and Layout Errors, Omissions or Discrepancies Project Labor Rates Daily Reports INSPECTION AND ACCEPTANCE Access to the Work Notice for Testing Inspection of Work Inspection and Testing Defective or Damaged Work Acceptance CHANGES IN WORK Changes Form of Change Orders TIME OF COMPLETION Page 1 1 2 2 2 3 3 4 4 4 5 5 5 5 5 6 6 6 6 7 7 7 7 8 10 Time of Completion 10 Rev 07-2014 ARTICLE 6 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 Section 12.01 Section 12.02 Section 12.03 Section 12.04 ARTICLE 13 TABLE OF CONTENTS TERMINATION 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 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 11 11 12 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 ii 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 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 Affii„lative Action Workforce Report Form IV Minority -Women Utilization Report G Labor Rate Breakdown H Stored Materials Invoicing Documentation I Contractor Performance Evaluation iv Rev 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. 1 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 full understanding of the Work and the difficulties which may be encountered in performing the Work. Section 2.08 - Verifying Dimensions and Site Conditions A. The Contractor shall take all measurements at the Site and shall verify all dimensions and site conditions at the Site before proceeding with the Work. If said dimensions or conditions are found to be in conflict with the Contract, the Contractor immediately shall refer said conflict to the Owner. 4 Rev 07-2014 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 perform services under this section result in additional costs to the Owner, the Contractor shall be responsible for such additional costs. Section 2.09 - Copies of Contract Documents for Contractors A. The Owner shall furnish to the Contractor, without charge, up to ten (10) sets of Contracts Documents and one (1) set of reproducible sepias. B. Any sets in excess of the number mentioned above may be furnished to the Contractor at the cost of reproduction and mailing. C. All drawings, specifications, and copies thereof furnished by the Owner are the property of the Owner. They are not to be used on other work, and with the exception of the signed Contract Set, are to be returned to the Owner on request at the completion of the work. Section 2.10 - Meetings The Contractor and all subcontractors as requested shall attend all meetings as directed by the Owner or the Owner's Representative. Section 2.11 - Related Work The Contractor shall examine the Contract for related work to ascertain the relationship of said work to the Work under the Contract. Section 2.12 - Surveys and Layout Unless otherwise expressly provided in the Contract, the Owner shall furnish the Contractor all surveys of the property necessary for the Work, but the Contractor shall lay out the Work. Section 2.13 - Errors, Omissions or Discrepancies The Contractor shall examine the Contract thoroughly before commencing the Work and report in writing any errors or discrepancies to the Owner or the Owner's Representative. 5 Rev 07-2014 Section 2.14 - Project Labor Rates The Contractor shall submit to the Owner, for review and approval, within thirty (30) days after Contract is awarded all trade labor rates inclusive of fringe benefits, taxes, insurance for the duration of the individual craft agreement in accordance with Exhibit G. Revised rates shall be provided within thirty (30) days of signing any new agreements with the individual crafts during this project. Section 2.15 — Daily Reports The Contractor's Construction Superintendent shall submit a Daily Report to the Cornell University Project Manager or the Resident Field Engineer at the job site. Such reports shall, at a minimum, contain the following information: Name of Project Project Number Date of Report Weather Conditions Equipment on the site Contractors on site including name and number of employees on site for each contractor Work/area and activity for each contractor Overtime worked and planned work progress Environmental problems and corrections Other information, such as special events, occurrences, materials delivered, accidents or injuries, recommendations, suggestions, visitors, inspections, equipment start-up and check out, occupancy, etc. 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. In addition, the Contractor shall, whenever so requested, give the Owner and Architect or their duly authorized representatives access to the proper invoices, bills of lading, specifications, etc., which may be required in determining the adequacy and/or quantity of materials used in completion of the work. Section 3.02 - Notice for Testing If the Contract Documents, laws, ordinances, rules, regulations, or orders of any public authority having jurisdiction require any work to be inspected, tested, accepted, or approved, the Contractor shall give the Owner timely notice of its readiness and of the date arranged so the Owner may observe such inspection, testing, or approval. The Contractor shall bear all costs of such inspection, tests, and approvals unless otherwise provided. 6 Rev 07-2014 Section 3.03 - Inspection of Work A. The Contractor will cooperate in all ways to facilitate the inspection and examination of the work. The inspections and examinations will be carried out in such a manner that the work will not be delayed. B. All Work, all materials whether or not incorporated in the Work, all processes of manufacturer, and all methods of construction shall be, at all times and places, subject to the inspection of the Owner and the Owner shall be the final judge of the quality and suitability of the Work. Any Work not approved by the Owner shall immediately be reconstructed, made good, replaced or corrected by the Contractor including all Work of other Contractors destroyed or damaged by said removal or replacement. C. Required certificates of inspection, testing, acceptance, or approval shall be secured by the Contractor and promptly delivered to the Owner. Section 3.04 - Inspection and Testing All materials and equipment used in the Work shall be subject to inspection and testing in accordance with accepted standards to establish conformance with specifications and suitability for uses intended, unless otherwise specified in the Contract. If any Work shall be covered or concealed without the approval or consent of the Owner, said Work shall, if required by the Owner, be uncovered for examination. If any test results are below specified minimums, the Owner may order additional testing. The cost of said additional testing, any additional professional services required, and any other expenses incurred by the Owner as a result of said additional testing shall be paid by the Contractor. Reexamination of any part of the Work may be ordered by the Owner, and if so ordered the Work must be uncovered by the Contractor. If said Work is found to be in accordance with the Contract, the Owner shall pay the cost of reexamination and replacement. If said Work is found not to be in accordance with the Contract, the Contractor shall pay the cost of reexamination and replacement. Section 3.05 - Defective or Damaged Work If, in the opinion of the Owner, it is undesirable to replace any defective or damaged materials or to reconstruct or correct any portion of the Work injured or not performed in accordance with the Contract, the compensation to be paid to the Contractor shall be reduced by an amount which, in the judgment of the Owner, shall be deemed to be equitable. Section 3.06 - Acceptance No previous inspection shall relieve the Contractor of the obligation to perform the Work in accordance with the Contract. No payment, either partial or full, by the Owner to the Contractor shall excuse any failure by the Contractor to comply fully with the Contract Documents. The Contractor shall remedy all defects, paying the cost of any damage to other Work resulting therefrom. 7 Rev 07-2014 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 summed for each subcontractor and then multiplied by the applicable markup. (iii) Unit Prices are for work complete, measured in place and cover profit and all other costs and expenses. Unit Prices include, without limit, all conditions of the contract and all general requirements such as layout, reproduction of Drawings and Specifications, testing and inspection, shop drawing and sample coordination, supervision (field and home office), small tools and expendable items, insurance, taxes, temporary facilities and services, including access and safety, "as -built" drawings, and general and administrative overhead and profit. 8 Rev 07-2014 3. By estimating the fair and reasonable cost of: (i) Labor, including all wages, required wage supplements and insurance required by law paid to employees below the rank of superintendent directly employed at the Site. (ii) ( Materials ) Equipment, excluding hand tools, which in the judgment of the Owner, would have been or will be employed exclusively and directly on the Work. 4. By determining the actual cost of the extra work in the same manner as in Subsection 3 except the actual costs of the Contractor shall be used in lieu of estimated costs. E. Mark-ups: 1. Work performed by the Contractor. Where the Work is performed directly by the Contractor by adding to the total of such estimated costs a sum equal to fifteen percent (15%) thereof. 2. Work performed by a Subcontractor. Where the change order work is performed by a Subcontractor under contract with the Contractor, by adding a sum equal to fifteen (15%) of said costs for the benefit of said Subcontractor, and by adding for the benefit of the Contractor an additional sum equal to ten percent (10%) of said costs. 3. Work performed by a Sub -Subcontractor. Where work is performed by a Sub -Subcontractor, by adding the sum equal to fifteen percent (15%) of said costs for the benefit of said Sub -Subcontractor, by adding for the benefit of the Subcontractor an additional sum equal to five percent (5%) of said cost and by adding for the benefit of the Contractor an additional sum equal to five percent (5%) of said cost. 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, perform same only on approved schedule, so as not to interfere with normal operation of occupied areas. F. The Contractor shall not be charged with damages or any excess cost if the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the Owner. The Contractor shall not be charged with damages or any excess cost for delay in completion of the work if the Owner determines that the delay is due to: 10 Rev 07-2014 1 any preference, priority or allocation order duly issued by the Government of the United States or the State of New York; 2. unforeseeable cause beyond the control and without the fault or negligence of the Contractor, and approved by the Owner, including, but not limited to, acts of God or of public enemy, acts of the Owner, fires, epidemics, quarantine, restrictions, strikes, freight embargoes and unusually severe weather. G. The time for completion can only be extended by change order and may be extended for: 1. all of the Work, or 2. only that portion of the Work altered by the change order. H. Any claim for extension of time shall be made in writing to the Owner not more than ten (10) days after the commencement of the delay; otherwise it shall be waived. 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 terminate the Contract. The notice shall briefly state the reasons for the termination and shall specify a termination date. If arrangements satisfactory to the Owner are not made to remove and remedy the violation, the Contract shall terminate upon the date specified by the Owner in the notice. In the event of termination, the Owner may take over and complete the Work at the expense of the Contractor. The Contractor and Contractor's surety shall be liable to the Owner for all costs thereby incurred by the Owner. In the event of such termination the Owner may take possession of and may utilize such materials, appliances, and plant as may be located on the Site and which may be necessary or useful in completing the Work. Section 6.02 - Termination for Convenience of Owner The Owner, at any time, may terminate the Contract in whole or in part. Any said termination shall be effected by delivering to the Contractor a notice of termination specifying the extent to which performance of Work under the Contract is terminated and the date upon which said termination becomes effective. Upon receipt of the notice of termination, the Contractor shall act promptly to minimize the expenses resulting from said termination. The Owner shall pay the Contractor for costs actually incurred by the Contractor up to the effective date of said termination, but in no event shall the Contractor be entitled to compensation in excess of the total consideration of the Contract. In the event of said termination the Owner may take over the Work and prosecute same to completion. 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 Rev 07-2014 D. The Contractor's failure to comply with any or all parts of Article 7 shall be deemed to be: 1. a conclusive and binding determination on the part of the Contractor that the order, work, action or omission is not contrary to the terms and provisions of the Contract; 2. a waiver by the Contractor of all claims for additional compensation, time extension, or damages as a result of said order, work, action or omission. 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 COOPERATION Section 9.01 - Cooperation with Other Contractors A. Normally, the Work will be performed by a single Contractor. However, the Owner reserves the right to perform work related to the Work with its own forces or award separate contracts. In that event, the Contractor shall coordinate its operations with the Owner's forces or separate Contractors. 13 Rev 07-2014 B. The Owner cannot guarantee the responsibility, efficiency, unimpeded operations or performance of any contractor. The Contractor acknowledges these conditions and shall bear the risk of all delays including, but not limited to, delays caused by the presence or operations of other contractors. C. The Contractor shall keep informed of the progress and workmanship of other contractors and shall notify the Owner immediately of lack of progress or defective workmanship on the part of other contractors where said delay or defective workmanship may interfere with the Contractor's operations. D. Failure of a Contractor to keep so informed and failure to give notice of lack of progress or defective workmanship by others shall be construed as acceptance by the Contractor of said progress and workmanship as being satisfactory for proper coordination with the Work. E. If the Contractor notifies the Owner, in writing, that another contractor on the Site is failing to coordinate the work of said contractor with the Work, the Owner shall investigate the charge. If the Owner finds it to be true, the Owner shall promptly issue such directions to the other contractor with respect thereto as the situation may require. The Owner shall not be liable for any damages suffered by the Contractor by reason of the other contractor's failure to promptly comply with the directions so issued by the Owner, or by reason of another contractor's default in performance. F. If the Owner shall determine that the Contractor is failing to coordinate the Work with the work of other contractors as the Owner has directed: 1. the Owner shall have the right to withhold any payments due under the Contract until the Owner's directions are complied with by the Contractor; and 2. the Contractor shall indemnify and hold the Owner harmless from any and all claims or judgments for damages and from any costs or damages to which the Owner may be subjected or which the Owner may suffer or incur by reason of the Contractor's failure promptly to comply with the Owner's directions. G. Should the Contractor sustain any damage through any act or omission of any other contractor having a contract with the Owner or through any act or omission of any Subcontractor of said other contractor, the Contractor shall have no claim against the Owner for said damage. 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 Insurance A. The Contractor shall procure and maintain, at its own cost and expense, until final acceptance by the Owner of all the work covered by this Contract, the following kinds of insurance: 1. Worker's Compensation Insurance. A policy complying with the requirements of the laws of the State of New York and any other laws that may be applicable thereto, including Coverage B - Employer's Liability with a limit of not less than $1,000,000. 2. Contractor's Comprehensive General Liability Insurance. A standard comprehensive general liability insurance policy, with contractual, completed operations, explosion, collapse and underground property damage coverage's issued to and covering the liability of the Contractor for all work and operations under this Contract, all obligations assumed by the Contractor under this Contract and all damage to work performed by subcontractors on your behalf. The Contractor shall provide Broad Form Comprehensive General Liability Insurance, and the Owner shall be an additional insured in the policy. The policy shall include cross liability coverage and shall be endorsed to indicate that it is primary coverage. The completed operations coverage's shall be maintained for not less than two years after acceptance of the work. The coverage under such policy shall be not less than a combined single limit for Bodily Injury and Property Damage as follows, or such limits carried by the Contractor, whichever is greater: BODILY 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 Rev 07-2014 C. Insurance similar to that required of the Contractor shall be provided by or on behalf of all subcontractors to cover their own operations performed under this Contract. The Contractor shall be held responsible for any modifications in these insurance requirements as they apply to subcontractors. D. Before commencing the performance of any work covered by the Contract, the Contractor shall furnish to the Owner a current certificate or certificates, in duplicate, of the insurance required under the foregoing provisions including copies of subcontractor's certificates. Such certificates shall be on a form prescribed by the Owner, shall list the various coverage's and shall contain, in addition to any provisions hereinbefore required, a provision that the policy shall not be changed or cancelled and that it will be automatically renewed upon expiration and continued in force until final acceptance by the Owner of all the work covered by the Contract, unless the Owner is given thirty (30) days written notice to the contrary. Upon renewal of each of the Contractor's insurance coverage's, the Owner shall be provided with a new certificate of insurance showing such renewal. Certificates and written notices shall be directed to the Office of Facilities Contracts. The Contractor shall furnish the Owner with a certified copy of each policy including any and all exclusions to such policy. E. If at any time any of the above required insurance policies should be cancelled, terminated or modified so that insurance is not in effect as above required, then, if the Owner shall so direct, the Contractor shall suspend performance of the work covered in the Contract. If the said work is so suspended, no extension of time shall be due on account thereof. The Owner may, at its option, obtain insurance affording coverage equal to that above required, at the Contractor's expense. Section 10.07 - Liability Insurance of the Owner A. The Owner, at its own cost and expense, shall procure and maintain such liability insurance as will, in its opinion, protect the Owner from its contingent liability to others for damages because of bodily injury, including death, and property damage which may arise from operations under this Contract. 18 Rev 07-2014 Section 10.08 - Owner's and Contractor's Responsibilities for Fire and Extended Coverage Insurance Hazards A. The Contractor shall purchase and maintain in force a builders risk insurance policy on the entire work. Such insurance shall be written on a completed value 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. Insured property shall include portions of the work located away from the site and in transit to the site. The policy shall cover the cost of removing debris and demolition as may be legally necessary. The policy shall cover any boiler or machinery loss which may be suffered during installation and until final acceptance. The insurance required shall be written to cover "all risk" of physical loss including a loss due to collapse. Any deductible shall be the responsibility of the Contractor but in no case shall the deductible be more than $10,000 unless Cornell University has agreed to a higher deductible. The Contractor shall provide to Cornell University a certificate of insurance and a summary of coverage's including all endorsements and exclusions prior to commencement of the work. Once the policy is received, the Contractor shall provide a copy of such policy to Cornell University. There shall be a mutual waiver of recovery between Cornell University, the Contractor and all other parties to the extent such losses are covered by the builders risk policy. If Cornell University wishes to occupy the building prior to final acceptance and if the policy contains a provision which limits coverage for such partial occupancy, the parties agree work together to obtain consent of the insurance company for such partial occupancy or use under mutually acceptable terms. B. Losses, if any, under such insurance shall be payable to the Owner. C. The Contractor shall be responsible for any and all loss of materials connected with the construction due to unexplainable disappearance, theft or misappropriation of any kind or nature. D. The foregoing provisions shall not operate to relieve the Contractor and subcontractors of responsibility for any loss or damage to their own or rented property or property of their employees, of whatever kind or nature, or on account of labor performed under the Contract incident to the repair, replacement, salvage, or restoration of such items, including but not limited to tools, equipment, forms, scaffolding, and temporary structures, including their contents, regardless of ownership of such contents, except for such contents as are to be included in and remain a part of the permanent construction. The Owner shall in no event be liable for any loss or damage to any of the aforementioned items, or any other property of the Contractor, subcontractors and the Architect, or employees, agents, or servants of same, which is not to be included in and remain a part of the permanent construction. The Contractor and subcontractors severally waive any rights of recovery they may have against the Owner and the Architect for damage or destruction of their own or rented property, or property of their employees of whatever kind or nature. 19 Rev 07-2014 Section 10.09 - Effect of Procurement of Insurance A. Neither the procurement nor the maintenance of any type of insurance by the Owner or the Contractor shall in any way be construed or be deemed to limit, discharge, waive or release the Contractor from any of the obligations and risks imposed upon the Contractor by the Contract or to be a limitation on the nature or extent of such obligations and risks. Section 10.10 - No Third Party Rights A. Nothing in the Contract shall create or give to third parties; any claim or right of action against the Contractor, the Architect, and the Owner beyond such as may legally exist irrespective of the Contract. 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 make payment in the manner provided in the Agreement within thirty (30) calendar days of receipt of the approved Certificate from the Architect. However, by issuing a Certificate for Payment, the Architect shall not hereby be deemed to represent that the Architect has made exhaustive or continuous on-site inspections to check the quality or quantity of the work or that the Architect has reviewed the construction means, methods, techniques, sequences, or proceedings or that the Architect has made any examination to ascertain how or for what purpose the Contractor has used the monies previously paid on account of the Contract Sum. 5. Any reduction with respect to retention shall be done in accordance with the Change Order provisions as outlined in Article 4 of these General Conditions. The Contractor shall submit to the Owner a written request for such reduction including a Consent of the Surety for such reduction. 6. The remaining ten percent (10%) of the value of the work done and materials furnished and installed under this Agreement shall be retained by the Owner as part security for the faithful performance of the Contractor's work within the time specified, and shall be paid as indicated in Section 12.04. D. "Schedule of 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 f. Fixed Equipment Inventory as defined in General Requirements Section 01 78 22. 2. The Contractor shall also provide a CD containing scanned .pdf format and/or Word Documents of all documentation. Section 12.04 - 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 (Form II) 3. Affirmative Action Workforce Report (Form III) 4. Minority -Women Utilization Report (Form P/) This Plan is supplementary to all federal and state nondiscrimination requirements. Cornell University is an Equal Employment Opportunity Employer. 26 Rev 07-2014 F. The goals for participation (minority and female), expressed in percentage terms for the Contractor's aggregate work force in each trade on all construction work, are as follows: Carpenters 4.8% Electricians 14.1% Laborers 7.8% Masons 2.8% Painters 25.7% Plumbers 5.9% Sheetmetal Workers 4.0% G. The Contractor shall demonstrate compliance with these goals by submission of the Affirmative Action Workforce Report (Exhibit F — Form III) on a monthly basis. The Prime Contractor shall provide a single monthly report inclusive of all subcontractor information for the project labor. On-site office personnel should not be included in the "workforce" totals. Such forms shall be submitted to: Facilities Contracts 121 Humphreys Service Building Cornell University Ithaca, New York 14853 Section 15.07 - Limitation on Actions No action or proceeding shall be filed or shall be maintained by the Contractor against the Owner unless said action shall be commenced within six (6) months after receipt by the Owner of the Contractor's final requisition or, if the Contract is terminated by the Owner, unless said action is commenced within six (6) months after the date of said termination. Section 15.08 - Owner's Representative The Owner shall designate a representative authorized to act in its behalf with respect to the Project. The Owner or its representative shall examine documents and shall render approvals and decisions pertaining thereto promptly, to avoid unreasonable delay in the progress of the Contractor's work. Only directives from Cornell University's designated representative (Randall Nesbitt) 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 I. 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 l' .Il .,.. Confidential lnfoat The lean 1Confidential Inl"t?rnaan" nasals all unpublished informaticata obtained or received from Cornett University du ng the term of thisContract which relates to Cornell University's research, development, iraauufacturia and business affairs. The Contractor shall not disclose confidential; information to any person, except to its employes and, subcontractors to the extent drat they require it in the performance of their Work, during the term of this Contract and until atatlaorir d by Cornell University in writing. The Contractor and its subcontractors shall hold alt 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 coin ply with these provisions. The Contractor shall have an agreement wide each subcontractor, requiring their coraipliance with the foregoing. If it becomes necessar for the Contractor to defend in case of litigation related to its services rendered, permission shall be sought from Cornell University, vitro shall not 'unreasonably withhold such permfission, before any disclosures are made. This Section does not apply to information which (1) is or becomes lnowrt in public domain or is learned by the Contractor from third parties. ction 19M3 Use of Owner's Natt t'he t ontractor shall not use, i poi motlona t of karts, any date, pictures specite written authorization in advance rt its external, advertising, taiarlcetin p, 4 or other representation of the Ovine of Owners Representative. ARTIC E 20- CORNELL, U,l` J SITY STANDARD Cornett Universityexpects alt executive once; c rnployees, and others, when acting on behal i o the univer of ethical conduct as per Cornell University's Policy 4.6 of which is available at htt ://fin c . .cornell,edulcontra y, o rarxa, or oilier except on the T ICAL CONDUCT r�stees, faculty, staff, student to rnaaintain the highest standard.' ands taf I thent Conduct, a copy br'ns/contractos,cfzt: 'l his iiacwudes t atmg equally all persons and furs currently doing business with or seeking to do business with or for Cornell University, whether as contractors, strbeontr°actors,, or suttl tiers such p rsoras and firms are respectfully reminded that Cornell university employees arttf their farnilie may not personally benefit from Cornell University's business relationships by the acceptance of gifts or gratuities, cloned as a gift in excess of $75.00 given to a Cornell employee for personal use. items not considered giftsigratunie include occasional business meals, items of art advertising nature, and items that are generally distributed to all potential customers. In addition, it is expected that tlac Contractor's officers and employees shall conduct, all business related to this Contxaet within the highest ethical standards, observing applicable policies, praactices, rep rlaatioaas, laws and professional standards. All parties are expected to report- violations of"ttlis policy to appropriate university personnel. You may file a report to on the. wreb t tfa l/s )0int.e nu/domain /cn/repo rt custom sp?cl ntid= d5 or contact Cornett University throtr h t hies!, pint by dialingtoll-free 1 866-293 3077. _ Rev 07.2014 Corne s. �.. (or li Ulmersity Feed11t1 "C raaatrt et 121 Humphreys Srvicar 11aa11ding Ithaca, New York 14853 t)istril�uri�,r 10 O Nrl ARC T' CONTRACTOR 1111 1 t3TUFA 11\1131 01111.111: NI1tr C131aR 11 (I°11A°1 JON DNIE. OWNER'S, C°C3"!"R S,C;T :' C0NI1C i(;T 1 A1'1:.= anuke tlir to110 1krg change in 11ta: (oftr: r tT t c'Cliatipil Rtrtget cc t rc}r1 Not ws ld uailil sift Sirgn ttrr c�t`klar ' 1r flea (�uarar;aarrtl C:oaatractc nalacaates tlrc'C caaatr akor's a irraceaas i�r flea t )11 act rracl kna orkgaraatllt..`oaltakdck k'racc)wara...e. 'Pet clr rgel y 1pmvlotasly aauthaari,celhon c C rr[ca° 1'he (C otta'«7go r' tc 11a s C h rrtgc { r 11i (C;caattracl 1aescrl} (1a cr aased j Io h° d ley th s Cla n i71t ar vv (C:oarta rc1 l tics) 1 this C".haange C acicr °ill lac 1"1a Contraact'liraac vrill lav (latcrc ase 1(tlecr'etred) (aa ch rn cal) by nce Daae o): Srab trrr tiarl C"cairtlrlc kicaat tt of the dale of this Change Order thcr UTHO. II{ D t NATU CORNED. OWNER 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 PROJECT TITLE: EXHIBIT "A -I" CONSTRUCTION CONTRACT CHANGE ORDER REQUEST D Name of Contractor/Subcontractor performine Work: DESCRIPTION- OF WORK: COR CONTRACT NO. A. DIRECT COST OF WORK: 1 LABOR (Attach Suppcntine Dacunk-atation) ASSIGNED PERSONNEL OR WORK CREW 2 3LATERIAL (Attach Supporting Documentaticu) ALATERIAL REQUIRED FOR CHANGE 3 EQLTPMENT (Attach Supporting Documentation) EQUIPMENT REQUIRED FOR CHANGE HOURLY WAGE RATh PAID HOURS VORKED LABOR TOTAL UNTI PRICE UNIT OF MEASURE REQUIRED UNITS IATERLAL TOTAL PRICE UTI OF MEASURE REQLTRED L-2,.TES EQUIPMENT TOTAL DIRECT COST (SIM 1, 2, 3) 4 OVERHEAD AND PROk Li OH&P Rate 5 BOND PREMIUM Bond Premium Rate TOTAL COST TOTAL CONTRACT DAYS ADDED/DELETED FROM PROJECT SCHEDULE TOTAL COST TOTAL COST TOTAL COST ==I 1 CORNELL UNIVERSITY FACILITIES SERVICES PROJECT TITLE: EXHIBIT "A-1" CONSTRUCTION CONTRACT CHANGE ORDER SU\LARY DESCRIPTION OF WORK: COR CONTRACT NO. A. DIRECT COST OF WORK: 1 NAME OF COYIRACTOR'SUBcon-RiCTOR PERFORM:C.:G. WORK 4 PRIME CONTRACTOR OVERHEAD A_NT) PROFIT 5 PRIME CONTRACTOR BOND PREMIUM DIRECT COST (SLM I, 2, 3) OH&P Rite Bond Premiutn Rate TOTAL COST OF PROPOSED CIL1NGE ORDER ITEM TOTAL CONTRACT DAYS ADDEDTDELETED FROM PROJECT SCHEDULE TOTAL COST 1 H co H U •O e of Contractor U a, o cn00 H U r 0 0 U o 0 E o d3 Z v E 643 6R 0 H sted as a Separate Item. owance must be 0 0 U 0 i 0 0 W• 0 H O~ g 0 ¢ U z 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. In consideration of the amounts and sums previously received, and the payment of $ being the full and Final Payment amount due, the below named Contractor or Supplier does hereby waive and release the Owner from any and all claims and liens and rights of liens upon the premises described above, and upon improvements now or hereafter thereon, and upon the monies or other considerations due or to become due from the Owner or from any other person, firm or corporation, said claims, liens and rights of liens being on account of labor, services, materials, fixtures or apparatus heretofore furnished by the below named Contractor or Supplier to the Project. The premises as to which said claims and liens are hereby released are identified as follows: The undersigned further represents and warrants that he/she is duly authorized and empowered to sign and execute this waiver on his/her own behalf and on behalf of the company or business for which he/she is signing; that it has properly performed all work and furnished all materials of the specified quality per plans and specifications and in a good and workmanlike manner, fully and completely; that it has paid for all the labor, materials, equipment and services that it has used or supplied, that it has no other outstanding and unpaid applications, invoices, retentions, holdbacks, expenses employed in the prosecution of work, chargebacks or unbilled work or materials against the Owner as of the date of the aforementioned last and final payment application; and that any materials which have been supplied or incorporated into the above premises were either taken from its fully -paid or open stock or were fully paid for and supplied on the last and final payment application or invoice. The undersigned further agrees to defend, indemnify and hold harmless the Owner for any losses or expenses (including without limitation reasonable 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: V 0 • CC Q 0 ILL PROJECT NOS.: CONTRACT DATE: VIA ARCHITE FROM CONTRACTOR: CONTRACT FOR: L -a ca a� dab clr EAcclo 3 u .� V [ CCv'- 0 v 0 L y E h A 2 v H A v V •0 0 [ 0 C c > c E L° V G O ? C U S v L o 0 w O y C " WO ca O a a, u v- ,A,a �N O. 9 p v V ro E �x .0 > u p A O b y� v u OU C a gx8a0 C v o va�3`- db v0 v °J o, 4 'o '0 00•°02 0 O u 4. •0;' 01C v E G U E N 1. ORIGINAL CONTRACT SUM CONTRACTOR: 2 . Net change by Change Orders 0 SUM TO DATE (Line 1 ± 2) 3. CONTRA 0 0 0 O 12 0 U 0 A 0 0 c ro "0 0 u .0 a 0 Y 6 ECT'S CERTIFICATE FOR PAYMENT '0 U 4, X i 0 v o 9 2 tf .0 G c ya, 0 C A U ' 0 9 .° 0 •0 c o a 2 c 3 0, 0 O u 0 O i C7 CJ ,„Lu W 2. y O[s V F V V .12... E 11), c 0 3z uy tC 0 a ra°a000 v 6/ rob d - E c yvo O 0 - ra w G C O L 4 C 0, 40 a o o hyo 2 y0ti v VNv C 'G v Ce E a C 8 aA M w z uJ cc cn Wfo � N w c 4sn w� sn -fld� Ov 8. CURRENT PAYMENT DUE EXHIBIT "D" V C fl o . G • 40 v ro Ci I, E C C3 cl Mp o N^.. °: z Q cro U M e �' 0.2 u v N U ro O :J u V.o F,.09 • ago u� 0 2 U 9 < v O o 0 c v `" �� 3 c ai 00 o ff, :c 9 u O5a ro U p fn A 4 IV 'To o'`a is o :„'' ❑ •C 1- .ii =.a ,, W Crgs 0ti 0 0 H K d 0 U • E o c 01 IS u C u U 0 i" (i 8 'O ¢`.cs°a0) --' 0. DEDUCTIONS ADDITIONS CHANGE ORDER SUMMARY 0 0 4, :a b O a ro 4, O rkst rn N ti C7 0 • ix aj 0 Fa 63 g O 5Q z 0 •z z ?S z < rii� 0 AIA DOCUMENT G703 (Instructions on reverse side) CONTINUATION SHEET EXHIBIT "D" > RETAINAGE (IF VARIABLE) RATE) 0 _& \//, ƒ ./ & #/ TOTAL COMPLETED AND STORED TO DATE (D+E+F) MATERIALS PRESENTLY STORED (NOT IN D OR E) WORK COMPLETED FROM PREVIOUS APPLICATION THIS PERIOD (D + F.) 0 0 SCHEDULED VALUE DESCRIPTION OF WORK . . � } .cFb ez . | k o B 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 CC®IRNIELL IJNIMEMITY 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 EXHIBIT "F" FORM II 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: 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: p. 0 0 04 0 0 0 0 L. 0 oe• z 0 .301,3C/r... e71.1 Mority Tota:Namber Ametcan Employee Totai Number of mmrizy bdia" Hottri: O.E a of EmployseE Alzakm.Nadve ?ezzi...mtnee. ofEnpvee Tote HOLLIS. ROUE En:ployee male Female male Femal. Male Femal Hom 1 11 .:: !,M NA', — 9 Lj 74 A r.,1. r 4.1 ',.., bri . ii +.1) m 4 _ . il . 6 a a , 0 DI W 74 61 0 , Prime Contractor, Subconractor MIA Sub-Sl.ibcontractofs Name H re Contractor EXHIBIT "F" Please print or type all i I I I Women Firm Name - Awarelc Tra(1P 1E1E1 "11 Dollar Amount of MBE Contract III i i 0 Minority Firm Name - Awards i i i Dollar Amount of Subcontract NI N N IEEE 1 Prime Contractor, Subcontractor and Sub -Subcontractor's Name `CATE. EBBIBATION DATE ga para Bo & Property Diab 0 t li t €i 91i ittni1l #� t'01ar 11 i 111 1 �1 j�� � yrgj air f�sx`;Paw°tti ttt; TIi '�aaCtstc1 t 1 dor Perfonnanc4 Evaluation Performanc E Please give en Asoso m Prisessents PlUffICIVM and errea ieverail b : dw \\ / Am}of « % o rt y the Contrader i te the ch m EI 1 SAGE . A CATIONS,X1 RIOR DOOR M01) II T TABLE OF CONTENTS SECTION 01 11 00 SUMMARY OF WORK 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 WORK UNDER OTHER CONTRACTS 2 2.0 PRODUCTS - NOT USED 2 3.0 EXECUTION - NOT USED 2 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 3 1.5 OBSTACLES, INTERFERENCE AND COORDINATION 4 1.6 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. 4 1.7 EXAMINATION OF PREMISES, DRAWINGS, ETC 5 1.8 STAND DOWN DATES 5 1.9 WORKING HOURS 6 2.0 PRODUCTS - NOT USED 6 3.0 EXECUTION - NOT USED 6 SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS 1 1.0 GENERAL 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 8 1.11 CONTRACTOR'S REPRESENTATION 8 1.12 ARCHITECT'S DUTIES 9 2.0 PRODUCTS - NOT USED 9 3.0 EXECUTION - NOT USED 9 March 10,2017 SECTION 0131 19 PROJECT MEETINGS 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 PRE -CONSTRUCTION MEETING 1 1.3 PROGRESS MEETINGS 3 1.4 PRE -INSTALLATION CONFERENCE(S) 4 2.0 PRODUCTS - NOT USED 4 3.0 EXECUTION - NOT USED 4 SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT 1 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 0132 16 CONSTRUCTION SCHEDULE 1 1.0 GENERAL 1 1.1 SUMMARY 1 1.2 FORM OF SCHEDULES 1 1.3 CONTENT OF SCHEDULES 1 1.4 PROGRESS REVISIONS 2 1.5 SUBMISSIONS 3 2.0 PRODUCTS - NOT USED 3 3.0 EXECUTION 3 3.1 DISTRIBUTION 3 SECTION 0132 33 PHOTOGRAPHIC DOCUMENTATION 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 SUBMITTALS 1 2.0 PRODUCTS - NOT USED 1 3.0 EXECUTION 1 3.1 EXISTING CONDITION PHOTOGRAPHS 1 3.2 PROGRESS PHOTOGRAPHS 1 3.3 FINAL COMPLETION PHOTOGRAPHS 2 March 10, 2017 SECTION 0133 00 SUBMITTAL PROCEDURES 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 SUBMITTAL REGISTRY AND SCHEDULE 1 1.3 SHOP DRAWINGS 2 1.4 PRODUCT DATA 3 1.5 SAMPLES 4 1.6 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS 5 1.7 COORDINATION DRAWINGS 6 1.8 CONTRACTOR RESPONSIBILITIES 9 1.9 SUBMITTAL PROCEDURES 10 1.10 RECORD SUBMITTALS 11 1.11 RESUBMISSION REQUIREMENTS 12 1.12 ARCHITECT'S DUTIES 12 1.13 DISTRIBUTION 13 2.0 PRODUCTS - NOT USED 13 3.0 EXECUTION - NOT USED 13 SECTION 0135 29 GENERAL HEALTH & SAFETY 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 CONTRACTOR'S PROJECT SITE SPECIFIC PLAN 1 1.3 ASBESTOS 2 1.4 LEAD 3 1.5 SITE VISITS 3 1.6 CONFINED SPACE 3 2.0 PRODUCTS - NOT USED 3 3.0 EXECUTION - NOT USED 3 March 10, 2017 SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 RELATED SECTIONS 1 1.3 SUBMITTALS 1 1.4 JOB SITE ADMINISTRATION 1 1.5 CLEARING, SITE PREPARATION AND SITE USE 2 1.6 NOISE AND VIBRATION 2 1.7 DUST CONTROL 2 1.8 PROTECTION OF THE ENVIRONMENT 3 1.9 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK 4 1.10 HAZARDOUS OR TOXIC MATERIALS 4 1.11 DISPOSAL OF WASTE MATERIAL AND TITLE 4 2.0 PRODUCTS - NOT USED 5 3.0 EXECUTION - NOT USED 5 SECTION 0135 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 USED 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 2 1.4 OWNER'S REQUIREMENTS 2 2.0 PRODUCTS - NOT USED 2 March 10, 2017 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 OWNER AGREEMENTS 3 1.5 INDUSTRY STANDARDS 4 1.6 ABBREVIATIONS AND ACRONYMS 5 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 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 2 2.4 CONSTRUCTION AIDS 4 2.5 SUPPORTS 4 2.6 TEMPORARY ENCLOSURES 4 2.7 TEMPORARY WATER CONTROL 4 2.8 GUARDRAILS AND BARRICADES 4 2.9 PROJECT IDENTIFICATION AND SIGNS 4 2.10 SECURITY 5 2.11 FIELD OFFICES 5 3.0 EXECUTION 5 3.1 PREPARATION 5 3.2 GENERAL 5 March 10, 2017 SECTION 01 5100 TEMPORARY UTILITIES 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 TEMPORARY USE OF ELEVATOR 1 1.3 TEMPORARY CONTRACTOR TELEPHONE SERVICE 2 1.4 TEMPORARY SANITARY FACILITIES 2 2.0 PRODUCTS - NOT USED 2 3.0 EXECUTION 2 3.1 REMOVAL 2 SECTION 01 66 00 STORAGE AND PROTECTION 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 TRANSPORTATION AND HANDLING 1 1.3 ON-SITE STORAGE 1 1.4 SOLIDAGO ROAD STORAGE 2 1.5 PROTECTION 3 1.6 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 SPECIAL PROCEDURES 2 1.3 QUALITY ASSURANCE 3 1.4 WARRANTIES 4 2.0 PRODUCTS 4 2.1 MATERIALS 4 3.0 EXECUTION 5 3.1 INSPECTION 5 3.2 PREPARATION 5 3.3 PERFORMANCE 5 3.4 CLEANING 8 March 10, 2017 SECTION 01 77 00 PROJECT CLOSEOUT 1 1.0 GENERAL 1 1.1 INSPECTIONS 1 1.2 SUBMITTALS 2 1.3 FINAL CLEAN UP 2 1.4 MAINTENANCE STOCK 3 2.0 PRODUCTS - NOT USED 3 3.0 EXECUTION - NOT USED 3 SECTION 01 78 22 FIXED EQUIPMENT INVENTORY 1 1.0 GENERAL 1 1.1 FIXED EQUIPMENT INVENTORY 1 2.0 PRODUCTS - NOT USED 2 3.0 EXECUTION - NOT USED 2 SECTION 01 78 23 OPERATING AND MAINTENANCE DATA 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 FORM OF SUBMITTALS 1 1.3 CONTENT OF MANUAL 1 1.4 MANUAL FOR MATERIALS AND FINISHES 3 1.5 SUBMITTAL REQUIREMENTS 4 1.6 INSTRUCTIONS OF OWNERS PERSONNEL 4 1.7 OPERATING INSTRUCTIONS 4 2.0 PRODUCTS - NOT USED 4 3.0 EXECUTION - NOT USED 4 SECTION 0178 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 March 10, 2017 SECTION 01 78 39 RECORD DOCUMENTS 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES 1 1.3 RECORDING 1 1.4 SUBMITTAL 2 2.0 PRODUCTS - NOT USED 3 3.0 EXECUTION - NOT USED 3 March 10, 2017 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. Sage Hall, a designated local landmark, is an important building centrally located on campus. The Project encompasses modifications to all existing exterior openings for the building, both doors that have been fixed in place over time and operable doors. 2. Modifications to exterior doors includes, but is not limited to, the following: a. Repairs, preparation and finishing of two existing doors fixed in place. b. Repairs, preparation and finishing, and hardware replacement to four existing operable door openings. c. Replacement of doors and hardware at four existing operable openings. 3. Replacement of builder's door hardware and addition of electrified door hardware components will be provided at operable openings. Card reader access will be incorporated at two openings. B. The Scope of the Work 1. The scope of the WORK in all SECTIONS of this Specification shall consist of the furnishing of all labor, materials, equipment and appliances and the performance of the Work required by the Contract Documents and/or by the conditions at the site, joining all parts of this Work with itself and the Work of others to form a complete, functioning entity. 2. Items not specifically mentioned in the Specifications or shown on the drawings, but which are inherently necessary to make a complete working installation, shall be included. SAGE HALL EXTERIOR SUMMARY OF WORK 01 11 00-1 DOOR MODIFICATIONS March 10, 2017 CORNELL UNIVERSITY SECTION 01 11 00 Ithaca, New York SUMMARY OF THE WORK 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 foini a complete and operating whole. Any equipment, apparatus, machinery, material and small items not mentioned in detail, and labor not hereinafter specifically mentioned, which may be found necessary to complete or perfect any portion of the installation in a substantial manner, and in compliance with the requirements stated, implied, or intended in the Contract Documents, shall be furnished without extra cost to the Owner. The Contractor shall provide the greatest quantity, highest quality, highest degree of safety, and most stringent material, equipment or Work. Should the Drawings or the Specifications disagree in themselves or with each other, the Contractor shall provide the better quality or greater quantity of work and/or materials unless otherwise directed by written addendum to the Contract. 1.2 WORK UNDER OTHER CONTRACTS A. The Contractor shall cooperate with other contracts performing related work, including providing labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under others contracts. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 11 00*** SAGE HALL EXTERIOR SUMMARY OF WORK 01 11 00-2 DOOR MODIFICATIONS March 10, 2017 CO TY T ,. 01 lIhaca, New ork ONS 1,0 N 01 14 EN I RESTRICTIONS I'TI RELATED DOCEMENT Dr a irap? star] pp ratral ;p rovis utas trl tlae ratatra l: Division 1 c tt it ra er .twits, pl 2 rONTRACTOR USE dintmerter°al.ttrilititrras and All traffic r nd pedestrian etaratrcrl raaetasores shall be comp iant with`thNational r rttt l rr , Uniform Traf le Con ral ., r s nd Highways lCl"1"t' and 7 NVCRR lira at t V (New York Stip .t ^. oV/Mtlte aid all other 1ota1 iaws and regulations. TheContraetcat iaall can t1r irrtet rrtrpiton to pedestrian atad veh!ett 11 ttaes. r la will cause the least trl earaeirracy`vrlairl at C. The 'Work shah be sch daled and paerlctrrared in sca la {a rtaanner that at; least iraae latae rrl` trrtll e will tre rra4tirntrairred ornrll aul lic. streets. "l"wo il.a ptersct is etpttip ped . -with radio' trtrrrrrtrraarrition devises, artist h; provided tor an . a ti icy liitar;kin to tr¢aftie lane, ne'ltttae til t afli rt lust be main wined tat all tares, ss ope trdax la s the .tatitrart r shall provide s ridges and railin s; rrteludin laede trian hrid ru.s. Ire Contradttrr slaiill raaaittt<rira, ►rriniiartrtra hi° lame as and main ttiirr llto prrsrsoils and suit' signs ndieati reader' wtay and her r°artair r suras as txtay bevegan ed. The Coinra tor° shall satdp trar°d the use ley the public and 0raer° of a adjacerrt lai lttit rtrad ays and footpaths, acrd ltrall etrriitarzaa to all laws atad re trt tiaras crneerra rt ti tlaer rrf; especial] , limita icans tris tr ffe and tine mo en erat of he�vy equ prem � eeca the 'lie for delivery of etarastt tt tion 1 ials and/or cltrip raw ret shall be made only lo it shown in the caratraet 1)orunaerrts tar approved by the v °r7t is hepar°c errtati�° re "taratr°t tort° slitsll taaake ev i clltirt t. keep dirt and;s f°rtttaa riial ira its r; a wa ks, `i"lt crrrtr rrt r altalt irratraeiiiat :l renrtry .. dirt and debris wh la raara ell debris arrrrat ittadwa s due t the ork: Contracts t shall lirarit tlaee,ttrtt t fi its aeliv°itis ter t1r r[. arett lai'tlre sift d rt cl on tract l rawizr s rrs being nithitt rhe trratrttet 1 itarit l in s, SAGEALL l.I l:OR Kl l' T 1 I DOOR I I'I. I I 14 -1. 1 ,2017 CORNE TWIN/ SIS SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS ur tbat porion heti the deftuc .nto filen~ f clar es cleduled to park d areas both Co ive., to meet t ivities of the ed under nd off, udin or schcdu c and co oval of the Crwl Oval e pect tint dauaage caused by ear lifts; hat dliu( including the stagin riginal e_duditittta aft restoration atad teed . Lust be laerf'ttrtaled in father as iravalviu t liver atad td its taeti ities throu la the; i atrirtai ptical of't dinate rrrd r It i the punts of adjacent spaces.; C ontt°actr will hake lat'cr cs lading, hitt not li sits tiltcr'ial: store, -efts affected by the w ork rk. Sueh r 1 he included uetruu actrvrt i1ui iileflt 01 and'thorse c ltrlpletitrta if`re(wired, and ttve easur s to tacit lial@ ti« to, the use of per oral etc. All po ti tt ctf flle� site; b r tttr a d tt fleet~ pair ork shall inelude ltaw°ra. Routes tta -ttud finbrtr the l°cation of the directed by the )uvttcr's f eprentati, ca lk shall be as ludic No iarkiu provided lad the Ownr al the latra; arts, ttracl b rlr the cost, ion of all trad nat�king ar t Ott rrlida u cad td th tarlstru tirrta 1t should be noted tlarrt tff re is a ontr -tor is .responsible for the Coutrxaet£at should coratttct the hr additzrrrlttl i c 1 trmployee' lr rrrcll.cdttr't ont t`cr all ptuAkiu t~ru tla� ytt nt for all parkora r l rcjcet Ivfana � tt'urniatlon. Tia C'orrrcllUniversitytttulaus. [h lst imposed by the t dull esbttt, (607) 2 -79 5, Contract( will be required to c rzat letc fait re uested 11is tbrm may be found C urr.traetcto sh 11 cttrpe r to with Trans juriseliefi sttq as i"allow=s. l tasure parking by all eauploy and other ect d w ith alai: Prohibit era.atyla ces t ala (' ntractot°, ct artily within tl� Ensure larcladr traits))or[trtitttt catlstruc.tirtt situ. SAC IF HAL E I OR NIODIFICATIONS 01 1.4 00-2 arch 0, 017 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS E. The Contractor shall remove from the parking area and staging area all temporary trailers, rubbish, unused materials, and other materials belonging to the Contractor or used under the Contractor's direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the work to their original condition, and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor shall be liable therefore. 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. 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 permission of the Owner's Representative. Major, affecting life safety or outside contract limit lines, shutdowns of utilities will be performed by Cornell University to enable Contractor to perform required work. Major shutdowns shall be defined as those affecting life safety or which are outside the project site limits. F. Maintain domestic water and firewater in service at all times. No service may be out for more than twenty-four (24) hours. Maintain firewater flow capability (hose, if necessary) to all buildings and coordinate with Cornell Utilities, Cornell Environmental Health and Safety (EH&S), and City of Ithaca Fire Department. G. All shutdowns to be scheduled a minimum of seven (7) calendar days in advance and requests shall be submitted via ePM system 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. SAGE HALL EXTERIOR WORK RESTRICTIONS 01 14 00-3 DOOR MODIFICATIONS March 10,2017 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS 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 drawings, detailing all such deviations or changes. 4. Exposed to view conduit and 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 conduit, 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 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. A. Where existing doors and hardware are to be removed, Contractor shall submit a complete list of removed items 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 of by Contractor. SAGE HALL EXTERIOR WORK RESTRICTIONS 01 14 00-4 DOOR MODIFICATIONS March 10,2017 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS 1.7 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. 3. All work is to be conducted in such a manner as to cause a minimum degree of interference with the Campus' operation and academic schedule. C. Tender of Proposal Confirms Agreement 1. All items and conditions referred to herein and/or indicated on accompanying Drawings. 2. No consideration, additional monies or time extensions will be granted for alleged misunderstanding. 1.8 STAND DOWN DATES A. Strict and effective enforcement by Contractor's management and supervision of the following dates and hours is required. 1. Stand -Down Dates (No construction work and no deliveries on site): a. Study Time and Final Exams ■ May 15-23, 2017 b. Commencement Weekend ® Friday, May 26, 2017 ® Saturday, May 27, 2017 Sunday, May 28, 2017 SAGE HALL EXTERIOR WORK RESTRICTIONS 01 14 00-5 DOOR MODIFICATIONS March 10,2017 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS c. Reunion Weekend ® Thursday, June 8, 2017 Friday, June 9, 2017 ® Saturday, June 10, 2017 ® Sunday, June 11, 2017 1.9 WORKING HOURS A. Normal work hours shall be between 4 AM - 3:30 PM Monday -Friday except during above noted restrictions. Should any conditions necessitate work to extend beyond these hours — Contractor may submit a detailed request with reasonable advance notice to Cornell. Cornell (at its sole discretion) may issue a written relaxation of the above but Contractor is advised never to assume that it will be granted. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 14 00*** SAGE HALL EXTERIOR WORK RESTRICTIONS 01 14 00-6 DOOR MODIFICATIONS March 10,2017 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. a. Products that are not available from Contractor's preferred suppliers does not constitute unavailability of product. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. B. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Items salvaged from other projects are not considered new products. Items that are manufactured or fabricated to include recycled content materials are considered new products, unless indicated otherwise. 3. Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. SAGE HALL EXTERIOR SUBSTITUTIONS AND 01 25 00-1 DOOR MODIFICATIONS PRODUCT OPTIONS MARCH 10, 2017 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 perfonnance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. 1.3 ACTION SUBMITTALS A. Substitution Requests: Submit indicated number of copies of each Substitution Request Form, attached hereto, for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. In addition to submission of Substitution Request Form, substitutions shall be listed on the Bid Form with description, specification references, and corresponding change in base bid 1.4 PRODUCTS LIST A. Within thirty (30) days after the award of Contract, submit to the Architect five copies of a complete list of products which are proposed for installation. B. Tabulate the products by listing under each specification section title and number. C. For products specified only by reference standards, list for each such product: 1. Name and address of the manufacturer. 2. Trade name. 3. Model or catalog designation. 4. Manufacturer's data: a. Reference standards. b. Performance test data. 1.5 QUALITY ASSURANCE A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. SAGE HALL EXTERIOR SUBSTITUTIONS AND 01 25 00-2 DOOR MODIFICATIONS PRODUCT OPTIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS B. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. 1. Contractor is responsible for providing products and construction methods compatible with other products and construction methods. 2. If a dispute or compatibility issue arises over concurrently selectable but incompatible products, Architect will determine which products shall be used. 1.6 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 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. SAGE HALL EXTERIOR SUBSTITUTIONS AND 01 25 00-3 DOOR MODIFICATIONS PRODUCT OPTIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS 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. 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. For products specified only by reference standard, select any product meeting that standard, by any manufacturer. SAGE HALL EXTERIOR SUBSTITUTIONS AND 01 25 00-4 DOOR MODIFICATIONS PRODUCT OPTIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS B. For products specified by naming several products or manufacturers, select any one of products and manufacturers named. 1. Products: a. Restricted List (Products): Where Specifications include paragraphs or subparagraphs titled "Products" or that include the phrase "provide one of the following", and include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products for Contractor's convenience will not be considered. Substitutions may be considered, unless otherwise indicated. b. Non -restricted List (Available Products): Where Specifications include paragraphs or subparagraphs titled "Available Products" or that include the phrase "include, but are not limited to, the following", and include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product. 2. Manufacturers: a. Restricted List (Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Manufacturers" or that include the phrase "provide products by one of the following", and include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products for Contractor's convenience will not be considered. Substitutions may be considered, unless otherwise indicated. b. Non -restricted List (Available Manufacturers): Where Specifications include paragraphs or subparagraphs titled "Available Manufacturers" or that include the phrase "include, but are not limited to, the following", and include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. SAGE HALL EXTERIOR SUBSTITUTIONS AND 01 25 00-5 DOOR MODIFICATIONS PRODUCT OPTIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS 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. C. For products specified by naming one or more products or manufacturers and stating "or equal", the Contractor shall submit a request as for substitutions, for any product or manufacturer not specifically named. Such substitution shall have been listed on Bid Form as required in Instructions to Bidders. If not so listed, no substitution will be allowed. D. For products specified by naming only one product and manufacturer, no option and no substitution will be considered unless listed on the Bid Form as provided in the Instructions to Bidders. 1.9 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 7 days prior to time required for preparation and review of related submittals. B. Substitutions for Convenience: Submit requests for substitution within thirty (10) days of contract award. SAGE HALL EXTERIOR SUBSTITUTIONS AND 01 25 00-6 DOOR MODIFICATIONS PRODUCT OPTIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS C. Submit a separate request for each substitution. Support each request with: 1. Completed "Request for Substitution" form in eBuilder. A request for substitution of a product, material, or process for that specified in the Contract Documents must be formally submitted as such accompanied by evidence that the proposed substitution (l) is equal in quality and serviceability to the specified item; (2) will not entail changes in detail and construction of Other Work; (3) will be acceptable to the Architect and Owner's Design Consultant's in achieving design and artistic intent; and (4) will not result in a cost and/or schedule disadvantage. 2. Complete data substantiating compliance of the proposed substitution with requirements stated in Contract Documents: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature; identify: Product description. Reference standards. Performance and test data. c. Samples, as applicable. d. Name and address of similar projects on which product has been used, and the date of each installation. 3. An itemized comparison of the proposed substitution with the product specified listing any variations. 4. Data relating to any changes in the construction schedule. 5. The effect of the substitution on each separate contract of the Project. 6. List any changes required in other work or projects. 7. Designate any required license fees or royalties. 8. Designate availability of maintenance services, and source of replacement materials. D. Substitutions shall not result in additions to the Contract Sum. E. Substitutions will not be considered as having been accepted when: 1. They are indicated or implied on shop drawings or product data submittals without a formal request from the Contractor. 2. They are requested by a subcontractor or supplier. 3. The acceptance will require substantial revision of Contract Documents. SAGE HALL EXTERIOR SUBSTITUTIONS AND 01 25 00-7 DOOR MODIFICATIONS PRODUCT OPTIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS 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: 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. 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. SAGE HALL EXTERIOR SUBSTITUTIONS AND 01 25 00-5 DOOR MODIFICATIONS PRODUCT OPTIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS 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*** SAGE HALL EXTERIOR SUBSTITUTIONS AND 01 25 00-9 DOOR MODIFICATIONS PRODUCT OPTIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0131 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 ten (10) days after date of Notice to Proceed. B. Location: Sage Hall, a room will be identified one week prior to the meeting C. Attendance: 1. Owner's Representative(s) 2. Contractor(s) 3. Architect and its professional consultants 4. Major Subcontractors 5. Major suppliers SAGE HALL EXTERIOR PROJECT MEETINGS 01 31 19-1 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS 6. Safety Representatives for the Owner and Contractor D. Minimum Agendum: 1. Distribution and discussion of: a. List of major subcontractors and suppliers b. Projected Construction Schedules 2. Critical work sequencing a. Identification of major shut downs and approximate schedule 3. Major equipment deliveries and priorities 4. Project Coordination a. Designation of responsible personnel 5. Procedures and processing of: a. Field decisions b. Proposal requests c. Submittals d. Change Orders e. Applications for Payment f. Requests for Information g. Daily Reports 6. Adequacy of distribution of Contract Documents 7. Procedures for maintaining Record Documents 8. Use of premises: a. Office, work and storage areas b. Owner's requirements c. Job site personnel conduct d. Building access and security 9. Temporary facilities, controls and construction aids SAGE HALL EXTERIOR PROJECT MEETINGS 0131 19-2 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS 10. Safety and first-aid procedures a. Contractor's Project Site Specific Plan 11. Security procedures 12. Housekeeping procedures 13. Affirmative Action Plan and Reporting requirements 1.3 PROGRESS MEETINGS A. Schedule regular periodic meetings on the site, on an average of 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 9. Planned progress and schedule, during succeeding work period SAGE HALL EXTERIOR PROJECT MEETINGS 01 31 19-3 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS 10. Coordination of schedules 11. Review submittal schedules; expedite as required 12. Maintenance of quality standards 13. Review status of all issued proposal requests and change orders 14. Review proposed changes for: a. Effect on Construction Schedule and on completion date b. Effect on other contracts of the Project 15. Other business D. All decisions, instructions, and interpretations given by the Architect/Engineer or its representative at these meetings shall be binding and conclusive on the Contractor. 1.4 PRE -INSTALLATION CONFERENCE(S) A. The Contractor to hold pre -installation conferences where required by individual specification sections or others at the discretion of the Owner. Minimum attendees would be Architect and/or their specific sub -consultant, Owner, Contractor, Subcontractor, key Suppliers, testing & inspection firm, Facilities Engineering subject matter expert, etc. Minimum agenda would include review of key submittals, RFI's, safety, logistics, material procurement, quality control, etc. Contractor to assemble and distribute the Agenda minimum 48 hours prior to meeting as well as distribute meeting minutes a minimum of seven (7) calendar days after the meeting. B. Submit a list of pre -installation meetings with preliminary dates within fifteen (10) days of issuance of the Notice to Proceed. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ****END OF SECTION 01 31 19*** SAGE HALL EXTERIOR PROJECT MEETINGS 01 31 19-4 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT SECTION 0131 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 SAGE HALL EXTERIOR DOOR MODIFICATIONS 10, 2017 ELECTRONIC PROJECT MANAGEMENT (ePM) SYSTEM 01 31 50-1 MARCH 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. SAGE HALL EXTERIOR DOOR MODIFICATIONS 10, 2017 ELECTRONIC PROJECT MANAGEMENT (ePM) SYSTEM 01 31 50-2 MARCH CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT F. Drawings and Specifications: The Contract Documents will be posted to the ePM Website System as directed by the Owner. The Owner shall retain the right to assign download rights to active CAD or model files. CAD or model files, in any format, posted to the ePM Website System are for viewing and printing only and cannot be edited. G. Submittals: All submittals shall be fully electronic. Reference Section 01 33 00. H. Submittal Schedule and Log: Contractor shall post and/or update on a daily basis. I. Field Reporting: The Contractor shall post and/or update on a daily basis all reports required by other specification sections. These reports include, but are not limited to, daily construction reports, material location reports, unusual event reports, safety and accident reports. J. Project Photographs: Contractor shall upload project photographs to the ePM system, field by date and type including but not limited to: 1. General Progress Photographs 2. RFI Issues 3. Non-Confoi ming Work 4. Special Events 5. As required by individual Specification Sections K. Project Schedule: The contractor shall post, distribute, review, and/or respond to the project schedule, monthly updates, and any other schedule submittals onto the ePM in both native and PDF formats. L. Permits & Approvals: Contractor shall upload and maintain current copies of all permits and agency approvals that relate to the project. M. Issue Tracking: Contractor to log and respond to issues that are related and affect other stakeholders within the project team. N. Quality Assurance: The Owner and/or Architect will issue reports on conforming items in the ePM system. The Contractor is required to review and respond with corrective actions in the system. 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. SAGE HALL EXTERIOR DOOR MODIFICATIONS 10, 2017 ELECTRONIC PROJECT MANAGEMENT (ePM) SYSTEM 01 31 50-3 MARCH CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT Q. Budget and Cost Management — Contractor to provide estimates and work breakdown structure (WBS) to provide Owner with accurate budget/cost analysis. 1.6 ADDITIONAL 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*** SAGE HALL EXTERIOR DOOR MODIFICATIONS 10, 2017 ELECTRONIC PROJECT MANAGEMENT (ePM) SYSTEM 01 31 50-4 MARCH CORNELL UNIVERSITY SECTION 0132 16 Ithaca, New York CONSTRUCTION SCHEDULE SECTION 0132 16 CONSTRUCTION SCHEDULE 1.0 GENERAL 1.1 SUMMARY A. The Contractor shall, within ten (10) calendar days of Notice to Proceed, prepare and submit to the Owner estimated construction progress schedules for the entire Work, with sub -schedules of related activities which are essential to the progress of the Work. B. Conferences will be held with the Architect, Owner and Contractor at the start of the project to agree mutually on a progress schedule which must be diligently followed. C. Submit revised progress schedules periodically and when requested to do so by Owner. D. Submit electronic versions of all schedules, including updates, as well as all back-up to the submitted schedules. 1.2 FORM OF SCHEDULES A. Prepare Network Analysis system, or prepare schedules in the form of a horizontal bar chart. 1. Provide separate horizontal bar for each trade or operation. 2. Horizontal time scale: Identify the first work day of each week. 3. Scale and spacing: To allow space for notations and future revisions. B. Format of listings: The chronological order of the start of each item of work. C. Identification of listings: By work task 1.3 CONTENT OF SCHEDULES A. Construction Progress Schedule: 1. Show the complete sequence of construction by activity. 2. Show the dates for the beginning, and completion of, each major element of construction. Specifically list: a. Electrical rough -in b. Repairs, preparation and finishing of existing doors fixed in place at doors B and F, by location c. Asbestos abatement (by Owner) at door G SAGE HALL EXTERIOR CONSTRUCTION SCHEDULE 01 32 16-1 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0132 16 Ithaca, New York CONSTRUCTION SCHEDULE d. Temporary glazing at door G e. Repairs, preparation and finishing, and hardware replacement for operable doors G and E f. Replacement of doors and hardware for operable doors A, C, D and H by location. g. Card Access Equipment installations for dual reader interface modules (DRIS), power supplies, card readers, door contacts, and sirens. h. Pre -Installation meetings 3. Show estimated dates for the beginning and completion of work which must be completed by or coordinated with the Owner such as hazardous materials abatement, moving, training and other such items as they are identified. B. Submittals Schedule for Shop Drawings, Product Data and Samples: Confer with the Architect and agree on all elements of the Submittals Schedule. The schedule will be based on the understanding that minimum turn -around time in the Architect's office is ten (10) working days. Some submittals or groups of submittals may take longer to review. Submittals which do not conform to the agreed schedule may be subject to delays in processing. Show: 1. The dates for Contractor's submittals. 2. The dates reviewed submittals will be required from the Architect. 3. Confirmed lead time for manufacturing, production, fabrication and shipment to the project site of all materials which have an impact on the critical path of the Project's construction schedule. 1.4 PROGRESS REVISIONS A. Indicate progress of each activity to date of submission. B. Show changes occurring since previous submission of schedule: 1. Major changes in scope 2. Activities modified since previous submission 3. Revised projections of progress and completion 4. Other identifiable changes C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended, and its effect. 3. The effect of changes on schedules of other prime contractors. SAGE HALL EXTERIOR CONSTRUCTION SCHEDULE 0132 16-2 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE 1.5 SUBMISSIONS A. Submit initial Construction Progress Schedules within ten (10) calendar days after award of Contract. 1. Owner will review schedules and return review copy within five (5) days after receipt. 2. If required, resubmit within five (5) days after return of review copy. B. Submit progress revision schedules to accompany each application for payment. C. Submit Submittals Schedule within three (3) calendar days after date of commencement of work. 2.0 PRODUCTS - NOT USED 3.0 EXECUTION 3.1 DISTRIBUTION A. Distribute copies of the reviewed schedules to: 1. Owner Job Site personnel 2. Subcontractors 3. Other concerned parties B. Instruct recipients to report to the Contractor, in writing, any problems anticipated by the projections of the schedule. ***END OF SECTION 01 32 16*** SAGE HALL EXTERIOR CONSTRUCTION SCHEDULE 01 32 16-3 DOOR MODIFICATIONS MARCH 10, 2017 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 each day during progress of the Work, and final photographs upon completion of the work. 1.2 SUBMITTALS A. Progress Submittals 1. Key Plan: Submit key plan of Project area and building with notation of vantage points marked for location and direction of each photograph. 2. Submit digital photograph electronic files, organizationally filed by week. 3. Submit image files within five (5) days of taking photographs. 4. Each photograph shall be identified with project title, date, and a description of the view. B. Closeout Submittals 1. Record Photograph Submittal Format: Compile all photographs taken throughout the work and submit in CD format. Submit one CD to Architect and one CD to Owner. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION 3.1 EXISTING CONDITION PHOTOGRAPHS A. Before commencement of selective demolition, take photographs of Project area and surrounding areas, including existing items to remain during construction. 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. SAGE HALL EXTERIOR PHOTOGRAPHIC 01 32 33-1 DOOR MODIFICATIONS DOCUMENTATION MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0132 33 Ithaca, New York PHOTOGRAPHIC DOCUMENTATION C. Provide photographs of any wall, ceiling or floor 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 0132 33*** SAGE HALL EXTERIOR PHOTOGRAPHIC 0132 33-2 DOOR MODIFICATIONS DOCUMENTATION MARCH 10, 2017 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. Coordination Drawings 6. Certification of Asbestos free products B. Designate in the construction schedule, and/or in a separate Submittals Schedule, the dates for submission and the dates reviewed Shop Drawings, Product Data and Samples will be needed. C. With the exception of physical samples and color charts, or as otherwise approved by the Owner, all submittals shall be electronic images in PDF format created electronically (saved with commenting allowed) which shall be submitted for review and approval via the electronic project management web site. PDFs shall be created directly from the native file format electronically. Scanning of paper to PDF shall be used minimally. Any non- electronic submittals shall be approved on a case by case basis and logged into the electronic management system as directed by a Cornell representative. 1.2 SUBMITTAL REGISTRY AND SCHEDULE A. The submittal registry and schedule shall list all submittals required by the specifications, listed in order by the specification section in which they are required. Coordinate the Submittal Schedule with the Contractor's Critical Path Method Construction Schedule and other related documents. The Submittal Schedule shall include the following information: 1. Title 2. Related specification section and paragraph numbers 3. Subsection 4. Category of Submittal (Certification, Mock -Up, Operations/Maintenance Manual, Product Data, Sample, Shop Drawing, Test Report, As Built, etc.) SAGE HALL EXTERIOR SUBMITTAL PROCEDURE 01 33 00-1 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES 5. Submittal Description including description of the part of the Work covered by the submittal 6. Name of Subcontractor, if applicable 7. Corresponding activity or event number on the Contractor's Construction Schedule 8. Date due from Subcontractor 9. Date due to be submitted for review 10. Date due for submittal review to be completed 11. Date for transmittal to Subcontractor 12. Date for material or product delivery to project 13. Priority. Low, normal or high 14. Schedule dates for resubmittal of disapproved submittals B. Schedule a resubmittal for each major submittal. Except where specified otherwise in the contract documents, provide review times for submittals in accordance with Submittal Procedures and Architect's Duties below. C. Distribution: Initially submit the Submittal Schedule to the Owner for review via the electronic Project Management system. A submittal schedule compliant with the requirements of this section showing all submittals for the preliminary schedule submission duration shall be submitted with the Contractor's preliminary schedule submittal described in Section 01 32 16. The schedule shall also enumerate all submittals to be processed after the initial preliminary schedule submission duration period, although the date for these submittals does not have to be indicated. A final baseline submittal schedule showing all submittals for the entire project shall be included in the baseline schedule submittal described in section 01 32 16. D. Updating: The Submittal Schedule shall be kept up-to-date by the Contractor until all submittals are approved. Failure to provide the requested information, or delay in submitting required submittals may result in the payment request being returned to the Contractor until the required schedule or submittals are received. 1.3 SHOP 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. SAGE HALL EXTERIOR SUBMITTAL PROCEDURE 0133 00-2 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES 3. Standard information prepared without specific reference to Project is not Shop Drawing. B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included by sheet and detail number. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurements. 6. Submittal: a. For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will be reviewed and returned electronically marked with action taken. b. Maintain returned document as a "Record Document". 1.4 PRODUCT DATA A. Product Data includes brochures, diagrams, standard schedules, performance charts, and instructions that illustrate physical size, appearance and other characteristics of materials and equipment. All submittals shall identify all products as being asbestos free, see Section 01 35 29. B. Collect Product Data into a single submittal for each element of construction or system. 1. Clearly mark each copy to show applicable choices and options. Failure to do so with result in rejection of the submission. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. 4. Show wiring or piping diagrams and controls. 5. Where Product Data includes information on products that are not required, eliminate or mark through information that does not apply. 6. Supplement standard information to provide information specifically applicable to the Work. 7. Preliminary Submittal: Submit single copy of Product Data where selection of options by Architect is required. SAGE HALL EXTERIOR SUBMITTAL PROCEDURE 01 33 00-3 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 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". 1.5 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 condition. D. Submit fully fabricated Samples cured and finished as specified and with material or product proposed. to the areas original physically identical 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. SAGE HALL EXTERIOR SUBMITTAL PROCEDURE DOOR MODIFICATIONS 01 33 00-4 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 6. Submittals: a. Submit four (4) sets for Architect's review. Architect will return at least one (1) set marked with action taken. Maintain sets of Samples, as returned, at Project Site, for quality comparisons throughout course of construction. Additionally, for electronic transmittal, photograph sample and its label and attached to the submittal item electronically via the electronic project management. 1.6 QUALITY 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 Document". SAGE HALL EXTERIOR SUBMITTAL PROCEDURE 01 33 00-5 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 1.7 COORDINATION DRAWINGS A. The Contractor shall coordinate and manage the preparation and submittal of coordinated layouts of the mechanical, electrical and fire protection systems and equipment for all areas; drawn at a scale not less than 1/4" per foot showing on both plan and elevation including but not limited to all equipment, ducts, pipe sleeves, piping including plumbing and, sprinkler system, lighting, special supports and other items contained within the space. Show mechanical and electrical services as well as architectural and structural features drawn to scale. Provide electronic record of each coordination drawing submitted in TIFF and PDF formats to the Owner. Provide coordination drawings for all corridors, laboratories, offices, mechanical rooms, boiler room, shafts, tunnels, and all congested areas. Copies of coordination drawings shall be distributed to all trades to assure a complete, coordinated installation of work within the space available. B. Submittal and review of coordination drawings will be required thirty (30) days prior to commencement of fabrication and/or installation of any work item. C. Prepare and submit coordinated layouts of the mechanical and electrical systems and equipment for all areas; drawn at a scale not less than 3/8 inch =1 foot (1:32) showing on both plan and elevation including but not limited to all equipment, ducts, pipe sleeves, piping including plumbing and, sprinkler system, lighting, special supports and other items contained within the space. Show mechanical and electrical services as well as architectural and structural features drawn to scale. Provide copies of each coordination drawing submitted. Provide coordination drawings for all spaces, including but not limited to, corridors, laboratories, offices, mechanical rooms, boiler room, shafts, tunnels, and other areas. Copies of coordination drawings shall be distributed to all trades to assure a complete, coordinated installation of work within the space available. 1. Show architectural, structural and other adjacent work requiring coordination with services. Show items, including but not limited to, access doors, ceiling grids, ceiling construction, structural decks and framing, fixtures, devices, and other adjacent work coordinated with services and architectural layouts shown on Drawings. 2. Prepare plans, sections, elevations, and details as needed to describe relationship of various systems and components. Supplement plan drawings with section drawings where required to adequately represent the Work. 3. Include room names and numbers of each space. 4. Coordinate the addition of trade -specific information to the coordination drawings by multiple entities in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review. 5. Contract drawings are diagrammatic. Exact location of receptacles, light fixtures, exit signs, fire alarm devices, and other devices shall be coordinated with the Architectural Drawings and shall not be scaled from locations indicated on the Mechanical and Electrical Drawings. Coordinate modifications in layout as necessary to complete the Work in accordance with the design intent. SAGE HALL EXTERIOR SUBMITTAL PROCEDURE 0133 00-6 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES 6. Coordinate modifications in layout and components necessary to ensure maintenance accessibility and prevent conflict between each portion of the Work. 7. Maintain maximum headroom at all locations. Unless indicated otherwise, all mechanical and electrical systems and associated components are to be installed as tight to underside of structure as possible. 8. Indicate functional and spatial relationships of components of architectural, structural, mechanical, plumbing, fire protection, electrical systems, communications systems, security systems, and other portions of the Work. Drawings shall indicate dimensions, to avoid interference with existing conditions, structural frame, ceilings, partitions, services, and other portions of the Work. Where conflicts occur with placement of materials of various portions of the Work, Contractor shall be responsible to resolve conflicts and coordinate the available space to accommodate each portion of the Work. Adjustments resulting from coordination shall be initialed and dated by the entity(s) affected by the adjustments. 9. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. 10. Show location and size of access doors and access panels required for access to concealed dampers, valves, and other controls. 11. Indicate required installation sequences. 12. Indicate dimensions, elevations, and alignments shown on the Drawings. Specifically note dimensions, elevations, and alignments that appear to be in conflict with submitted equipment and minimum clearance requirements and notify Architect. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. 13. Indicate suspended ceiling heights and show locations of visible ceiling -mounted devices relative to acoustical ceiling grid. 14. Indicate locations of fire -rated partitions, smoke partitions, and other required barriers. 15. Plenum Space: Indicate sub -framing for support of ceiling and wall systems, mechanical and electrical equipment, toilet partitions, overhead -mounted equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components and notify Architect. 16. Exposed Ceiling Construction: In addition to other indicated information, show fully -dimensioned locations of all items exposed at ceiling space. Indicate alignment requirements and centerline locations of light fixtures, ducts, piping, conduit, and other services. Show dashed outline locations of laboratory casework, shelving, and other items that extend 7 feet or more above the floor. SAGE HALL EXTERIOR SUBMITTAL PROCEDURE 01 33 00-7 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES 17. Mechanical and Electrical Rooms: Provide coordination drawings for mechanical and electrical rooms showing plans and elevations of mechanical, plumbing, fire - protection, fire -alarm, and electrical equipment. Indicate paths of egress from rooms. Indicate paths for equipment removal from rooms. Indicate clear areas required for access and maintenance. 18. Structural Penetrations: Indicate scheduled and requested penetrations and openings required for all disciplines. Request un -scheduled penetrations and openings where Contractor has reviewed, analyzed, and coordinated all possible routing options and structural penetrations are only feasible option to accommodate indicated ceiling heights. Refer to the drawings for general guidelines and request confirmation by Architect for structural penetrations. 19. Mechanical and Plumbing Work: Show dimensioned locations, sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, accessories, and support systems. Show locations of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment. 20. Electrical Work: Show electrical distribution, systems, equipment, and runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger. Show light fixture, exit light, emergency battery pack, smoke detector, fire alarm, and other device locations. Show panel board, switch board, switchgear, transformer, bus way, generator, and motor control center locations. Show location of pull boxes and junction boxes, dimensioned from column center lines. Show lighting control systems. Show cable tray layouts including vertical and horizontal offsets and transitions, clearances for access above and to side of cable trays, and vertical elevation of cable trays above the floor or bottom of ceiling structure. 21. Fire Suppression System: Show locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads. 22. Refer to individual Sections for additional Coordination Drawing requirements for Work in those Sections. 23. Contractor Sign -Off: Contractor and each entity performing portions of the Work shall sign and date coordination drawings. 24. Review: Architect will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Architect determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Architect will so inform Contractor, who shall make changes as directed and resubmit. Review of coordination drawings shall not reduce Contractor's responsibility for final coordination of installation and maintenance clearances of systems and equipment with existing conditions and each portion of the Work. D. Submittal and review of coordination drawings will be required before work can start in any given area of the building. SAGE HALL EXTERIOR SUBMITTAL PROCEDURE 0133 00-8 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES 1.8 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. 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. SAGE HALL EXTERIOR SUBMITTAL PROCEDURE 01 33 00-9 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL Ithaca, New K. L. UNIVERSITY York SECTION 01 33 00 SUBMITTAL PROCEDURES 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. Certify that only asbestos free material is used in the execution of all work. Reference Section 01 35 39 1.9 SUBMITTAL PROCEDURES A. Coordination 1. Coordinate submittals with performance of construction activities in accordance with 2. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and related activities that require sequential activity. 3. Prepare and transmit each submittal in accordance with the Submittals Schedule, agreed to by all entities involved. the Submittal Schedule approved by the Architect and Owner. 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 five (5) working days for Architect's initial processing of each submittal requiring the Architect's review and response, except for longer periods required as noted below, and where processing must be delayed for coordination with subsequent submittals. The Architect will advise the Contractor promptly when it is determined that a submittal being processed must be delayed for coordination. Allow five (5) working days for Architect's reprocessing of each submittal. Notify the Architect when processing time for a submittal is critical to the progress of the work, and the work would be expedited if its processing time could be shortened. An additional five (5) working days will be required for items specified in Divisions 26 and 28, and for Architectural Woodwork 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. SAGE HALL EXTERIOR SUBMITTAL PROCEDURE DOOR MODIFICATIONS 0133 00-10 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES B. Submittal Preparation 1. Place permanent label or title block on each submittal for identification. 2. Indicate name of entity that prepared each submittal on label or title block. 3. Provide space on label or beside title block on Shop Drawings to record Contractor's stamp, initialed or signed, certifying to review of submittal, action taken, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of Contract Documents. 4. Complete all fields on submittal item details in ePM system including meaningful description. 5. Include the following information on submittal documentation: a. Drawing, detail or specification references, including section number, as appropriate to clearly identify intended use of product. b. Field dimensions, clearly identified as such. c. Relation to adjacent or critical features of the work or materials. d. Applicable standards, such as ASTM or Federal Specification numbers. e. Provide a blank space for the Architect's stamps f. On transmittal, record relevant information including deviations from Contract Document requirements, including minor variations and limitations. 6. Identification of revisions on re -submittals, other than those noted by the Architect on previous submittals. 7. Shop drawings with the comment "by others" are not acceptable. All such work must specifically identify the related responsible subcontractor. C. Submittal Transmittal: 1. Transmit submittals via the electronic project management system to Architect unless otherwise noted or directed. 2. Prepare and generate transmittal in ePM system for submission of samples. Package sample and other each submittal appropriately for transmittal and handling. 1.10 RECORD SUBMITTALS A. Provide a record copy of the submittal to the Commissioning Agent in electronic format. Record copy shall be a clean copy (free of notes from the design professional) which has been updated to reflect the "as -installed" system. Provide document in PDF format. SAGE HALL EXTERIOR SUBMITTAL PROCEDURE 01 33 00-11 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES B. Record copy of the submittal must be forwarded to the Commissioning Agent within fourteen (14) calendar days of the final approved submittal. C. Provide a record copy of the submittal (hard and electronic format) for the O&M Manual. 1.11 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. 1.12 ARCHITECT'S DUTIES A. Review submittals with reasonable promptness as identified in 1.8, paragraph 5 of this Section. B. Notations on the Submittal Review Stamp or eBuilder file mean the following: 1. "Approved (APP)" indicates that no deviations from the design concept have been found and Work may proceed. 2. "Approved as Noted (AAN)" indicates that deviations from the design concept which have been found are noted, and the Contractor may proceed accordingly. 3. "Revise and Resubmit (RAR)" indicates that Work covered by submittal, including purchasing, fabrication, delivery, or other activity may not proceed. Revise or prepare new submittal according to Architect's notations; resubmit without delay. Repeat if necessary to obtain different action mark. 4. "Rejected (REJ)" indicates that Work covered by submittal, including purchasing, fabrication, delivery, or other activity may not proceed. Revise or prepare new submittal according to Architect's notations; resubmit without delay. Repeat if necessary to obtain different action mark. 5. "On Hold (ONH)" is used in a very limited capacity and means that the Contractor should not take action until the reason for hold has been cleared and may be required to revise and resubmit. 6. "Not Reviewed (NRV)" is used for submittals that were submitted in error, duplicate, or other reason that does not require review by the Architect but need to be closed by the Contractor upon return to them SAGE HALL EXTERIOR SUBMITTAL PROCEDURE 01 33 00-12 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 7. "For Record Only (FRO)": Submittals for information or record purposes, including Quality Assurance and Quality Control Submittals, and Material Safety Data Sheets (MSDS), will not require responsive action by the Architect. a. Architect will forward informational submittals without action. b. Architect will reject and return informational submittals not in compliance with Contract Documents. C. Incomplete Submittals: Architect will return incomplete submittals without action. D. Unsolicited Submittals: Architect will return unsolicited submittals to sender without action. E. Return submittals to Contractor for distribution, or for resubmission. 1.13 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 0133 00*** SAGE HALL EXTERIOR SUBMITTAL PROCEDURE 0133 00-13 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0135 29 Ithaca, New York GENERAL HEALTH & SAFETY SECTION 0135 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 PROJECT SITE SPECIFIC PLAN A. Contractors are required to submit a Project Site Specific Plan (PSSP) for review by Cornell University representatives before commencement of work on the site. The PSSP should address site specific information, controls and or requirements as it relates to the entire scope of work for the project. All contractors shall use the Project Site Specific Plan Template below to develop their Project's PSSP. 1. Within the PSSP Template are example(s) to use as reference. The provided examples demonstrate Cornell University's expectations for providing detailed site specific information, controls and requirements. 2. Project Site Specific Plan's that inadequately address site specific operations will be returned with comments for resubmission. Failure to submit a PSSP may result in delay of project and/or denial of the payment. 3. All projects must have the PSSP submitted via e -Builder for review and comment. B. PSSP submittal should be submitted a minimum of ten (10) days prior to the commencement of work on site. The Contractor may opt to submit their PSSP in phases. The Contractor must submit a phase submission plan using the PSSP Submission table included in the PSSP template for approval by Owner's Representative with initial submission. Submit remaining phases no later than ten (10) days prior to the start of a new, predetermined project phase or milestone. 1. Projects having less than a ten (10) day turn -around shall coordinate their submittal with the Owner's Representative, who should coordinate with Occupational Health, Safety and Injury Prevention (OHSIP), the University Fire Marshall's Office and Contract College's Codes Enforcement Official, if applicable. SAGE HALL EXTERIOR GENERAL HEALTH & SAFETY DOOR MODIFICATIONS 0135 29-1 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0135 29 Ithaca, New York GENERAL HEALTH & SAFETY C. The Contractor is responsible for its employees and its subcontractors. Subcontractors are required to submit their PSSP to the General Contractor. The General Contractor is responsible to ensure all subcontractor(s) PSSP's are adequate per their scope of work. D. The General Contractor is required to ensure their project's PSSP is accurately maintained throughout the duration of the contract. Resubmission is required for any new scope elements not previously addressed by the Contractor's original PSSP. E. Definitions: 1. Project Site Specific Plan (PSSP): A structured document that details the scope of the contract work and related site specific controls, requirements and information for University and Contractor personnel. This document is not intended to be all inclusive of all applicable local, state and federal laws and regulations for which the General Contractor and its Subcontractor(s) are expected to comply. 2. Authority Having Jurisdiction (AHJ): ® The organization, office or individual responsible for approving equipment, an installation or a procedure (NYS Fire Code). ® The Local government, county government or state agency responsible for the administration and enforcement of an applicable regulation or law (NYS Building Code -§202.2). 3. Occupational Health, Safety and Injury Prevention (OHSIP): A division of Cornell University's Environmental Safety and Health Department. The OHSIP division can be contacted at (607)-255-8200 or by email at askEHS@cornell.edu 4. SME: The University's subject matter expert. 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 asbestos reports which represent samples taken within the building. C. Removal and disposal of asbestos containing material shall be performed by the Owner under separate contract. SAGE HALL EXTERIOR GENERAL HEALTH & SAFETY DOOR MODIFICATIONS 0135 29-2 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0135 29 Ithaca, New York GENERAL HEALTH & SAFETY 1.4 LEAD A. Attached for the Contractor's information are lead reports representing samples taken in the affected work area. 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. Sage Hall was originally constructed in 1872. 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 SITE VISITS A. The undertaking of periodic Site Visits by Architects, Engineers or the Owner shall not be construed as supervision of actual construction, or make them responsible for the safety of any persons; or make them responsible for means, methods, techniques, sequences or procedures of construction selected by the Contractor or its Subcontractors; or make them responsible for safety programs and precautions incident to the Work, or for the safe access, visit, use, Work, travel or occupancy of any person. 1.6 CONFINED SPACE A. The Contractor shall be responsible for the identification of confined space in accordance with OSHA requirements. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 35 29*** SAGE HALL EXTERIOR GENERAL HEALTH & SAFETY DOOR MODIFICATIONS 01 35 29-3 MARCH 10, 2017 co Ithacti, N EN AL EA LT SAFETI 'ON .4. O b t °1a.-# CONTRACT DATE: SUANCE TO odorx FaC 1?1 EIS;. g h=.dt c c b Data Cornell iJniversil Environmental Health and Safety PROJECT SITE SPE+r IEIC.. PLAN f PSSP)_ 1-IS9 CN T. Genera Health & Safely, Section 01 35 29 requires contractors to submit a Project Site Specific Plan (PSSP) for review by Cornell University representatives before commencement of work on the site. The PSSP should address site specific controls, information and or requirements as it relates to the contractor's scope of rtr actor Cox• Pro'ec Pro cct Address olailization t flour's on t -act Value Project Description/Scope of Contra work. Please stthcrfl prrr ect's .tiatlaerttxtrrteirtrs bend hcontractars leave not hereat a varcled, in kat, Flamhittg,. Concrete, 'te u uhcon bcuntrnctrir ar Subcntr oact Pa►cIcatr2e Sec► c of i ark I)escri tion: r S►xbGoutr°act+Pacica a Seenpe rai Wotk l)tse►'ipt►ut►, ixtsei ►► St►pertr►r►tr a►ct I'acka c Sc( c of Woiaction: �rxcst�, Suhcorrtr.►ctor o?'►►lacontna►at Package, 'actor or Stan .1c Package Scope of r or Stihcontra ct P Scope or'urSu of Work hese► pl i ork Dr. ippon: Package *e Scu e of ork Dcscr iption: ackxjc,. Scrape of Work Description here) 1 Subcontractor or Soh t Package Scope of W"or cnetimacW of wor c buiider, R1..iitOici ..l Enviretnrrwenta Health and Safety The folic ,ing table indicants 1]acw:se Please indicate •whether these activities arc applicable to your project, keeping H lS abreast of upcoin project activities.. E SPEC1 F LAN (PSP) HS9 C"N TMP at may require a SEPARATE plan, in addition io the PSSP. ASBESTOS AI3AT'E'MEN SME: D'P Asbestos Project Coordinator MOBILE CRANI(s) ACTIVITIES SME;011S112 The Crane Plan should include a minimum of the follow iing; • A detailed description and an aerial diagram of the crane's se It rk. • The Date of Crane Activities, C'ontracto-(s) performing crane activities, 111auufacture( 1odcl of Crane, Contractor's Assembly/Disassembly Director, Assembly/Disassembly Area, Crane Pad Location(s), I3ocarxa's Swing Radius, Load's Path oil Travel, Occupant Control Measures, Pedestrian Control Measures,. Traffic Control Measures, schedule of items to be hoisted, their rw°eigltt and any other critical information specific to the crane activities, lane site scenarios shall be explicitly addressed in the plan, vide a copy of the Contracted Crane Operators NYS Crane Operators License. Provide a c certificates. etors' Qualified Rigging and Signal Person training. All plants) should be submitted a minimum of 19 days prior to the (,cane's n1icipafed arrival date. EXCAVATION '(s) GREATER THAN OR EQUAL '10 20 FEET IN .DEIa"I'II ;. {AiSir A Deep Excavation Plan should include a ntinintum of the following; How will the (°ornell community be protected from the excavation(s), t.xeavatin equipment and haul truck activities, if applicable Excavation(s) location, depth, soil classification and on s,it eo npetent person C'ontractor's Engineered Protective System (description, diagram(s) nod or drawing(s).; c7 deans and be compliant with OSHIA's 1926 Subpart P Excavations 'sxcavation(s) less than 29 feet in depth arc to be addressed in the contractor's PSSP, rpplieaable, a.AID WORK PLAN `)IISIP Hie Lead Work Plan should include a minimum ni' 1he t&i owviug; the contractor will meet the requirements of 0S1IA 1926..62 "1 eatci in sI ruction Standards". the contractor i �ntends to protect its workers, the building occupants and the building structure based on their selection of means and. methods. RRUPTION OR CI.._. �. ,. A � CLOSURE OFROAI)VI�`r1]'(s) AND OR PARKING IPP Transport doll Services, University Fire Marshall and OIISIP l'he'Iemporary° Traffic Control Plan should include a minimum of the following; • An aerial diagram or construction drawing illustrating the contractor's traffic control measures. Control measures must be complaint with NYS Building, Codes, NYS Fire Codes, NYS Safely & Health Code Rules, and the .N'VS Department of Transportations and ADA regulations. *All impairments to Emergency Vehicle Access Lanes must be reviews^ed by the University Fire Marshall's Office. C°(�r1li?11 111i',liiC'l:'l y 'Environment Health and Sa fety STRU&URAL D~EMOI,ITION SPafE: OHSiP flelttMillion Ilan to Include a rninimnrn of; • Provide .tin aerial diagram, description of plan, engineered drawings and how the contractor will provide protection of persons passing by Demolition Activities, • Dust Control Procedures throughout demolition *Non-structural demolition is to be addressed in PSS PROJECT SITE SI'E;CI +FC PLAN (PSSP) 111S9 CN TMP if applicable. INTERRI1I.10N OR CLOSUK1?, OF SIDEWALK(s) OR OTHER PEDESTRIAN THOROUGHFARES SME for Sidewalks. IPP Transportation Services, University Fire Marshall and. OHSIP The Temporary Pedestrian Control .Plan should include a nrit1htruOt of • An aerial diagratnu or construction drawingg, illustrating the contractor's pedestrian control measures. Control measures must be complaint with NYS Building Codes, NYS Eire Codes, NYS Safety & Health Code Rules, and the NYS Department of Transportations and ADA regulations. Ail itn �nlrnlento r1ucncy��rcicAcc Imesmust he reviewed h; the UniNersiivin Rt.arsiiaiil`,sC.7fticc.. INTF,RRUPTION OR CLOSURE OF A BUILDING'S PATH(s) (al' ?SS AND OR IIALLWAY(s) dings and Sidewalks: Codes Enforcement Official for I3uildkigs: University Fire Marshall he Temporary Building Egress Control Plan should include a mitiinauln oft 1 floor plan or construction drawing illustrating. the contractor's pedestrian control measures. Control measures must be complaint tiwith. NYS Building Codes, NYS Fire Codes, NYS Safety & Health Code Rides, and the NYS Department of Transportations and ADA regulations. ,Inset luiornlntion On Ithaca Campus; University Police Dept. and Emergency Services *'dote 1: Phones auislde of tits lith Off Ithaca Campus:, I..ocal Police Dept. and Emergency Services Occupational Medical I' !+ee Note 2 labs. Attach Occrrlr:rtionsrl izul En i?r2'i f1rt' Form 1IS{1 ("'N T1\'1I' de wtl 91 1 or 07-255-1 1. 1 now NA Gnel' ;C$ '•, roof -"d p tits 117 Stader Street G2 Barton hall itha a, NY 14853 d directly at 607-255-1111, di cid 1^'aicillts I tcatioa and d' loft (in It dine 011p,s in ityr t1oration oil ip ' ontraetor per'onnel's quick refercnee, la! out!nenetiq11cIn 01 h1 ,Nniain on pro lac;; *ilI lul y iu („.t-I3t1iI Coy Linvers.t t' nvironnlental Health and Safety Muster Area: PROJECT SITE S Lightening/Severn Weather: Additional lrrnr. l ddrtional P'rrae The University Fire to ut htt .frs;./tv t� Procedure Eerily Procedure shall prol ides gs r1r°rrc ll.c 'LAN (PSSP) US9 CN TMP pr.sur"rIprr) (aloc;w to foilow in (h eien t cre ticrtirprr or einc�rgcn 'rr __ rr. cp"t 1pr'oce?clrrrTcr.s to �folkni in tire= car en r*rlrtl' rrr1 rrr'.5'c'0'erc vied llll'r", rr. crt pr'ocetldrr"C',s tlr rrllcrt�w in rhe ct'en rrrct c'rrc�?. nsrrr°t pro s dur os to (tallow in lr'w c v en tz ' rtl tlr c t tzr )rrllu�w 111 llrc c t ctl t)lurrrrirrir rtrr fire Uttiversltes un -a. serf site sired. • (Insert site spec, • (Insert site spe • (Insert site spe (Insert site spec • E.g. E1r1pl17yees, iretrretrt here) irernent here) mem here) tient here) re) ntrcrctors and Vr"srtor°s trr'e rerlrrit cd to ccrlrtplete Site Orientatiotr prior to jtrst day's work on the project site. 15kV overhead power lines riles Ipar.l all other construction activities 1 • Iowa° will the Contractor provide protection of persons passing by Constructions, Demolition or Excavations descrilrtirtrr and diap to gin,: tOt‘l'ot, CN i NT I M,rirrl,is '11 Street. Self-propelled mobile eqi il; re. nce o /Q eel a rrrelUctc cr Gti[1F?r'cl! rrc'erpli cararl ore h° tr'. :ono -act Pr gjec l lrrt, ''a'rajr'''t. 1 `• s o 6/t.Eerie( 'ilp l it ell C'unrnrur atior1 r: 1l Partitions, Bo Goon -frail, Signage and/or otlrca here or uttae r°rt°e, .Sic1 Ifecii�'c 1t end of PSSP) f project. irk • viz elluildor, t1rlin on project's ti.ite. 44 '4 -0 OD 2 c4 0 -0 C C 0 L,4 0 17'3 It% 0 4.4 CL 5 2 86 cl 28 ,811, tga to 5,—,•,/ 5 '48 t C C 4 >4 01) ci* ,4,0 "".0 -2, 0 2 2 8 2 5 '5 •'44.-' 0 5 5 4!!!, 54 5 0 .4 45- Ci4 C o cc r m 2 5 p„. 2 0 2 fl o „ .4. '4 444 444 49 244 at) .40 8 !'j g z 5, )„, „ -- 4 0 . 2 55' 't 117 a 0 n $2 z F.11 87 6 6 ° 6 0 0 0 0 0 0 0 0 0 00 * 0 0 0 0 60 0000 6 6 0 0 0 6 6 0 6 0 0 .44 0 Ij 00 002 '8 0 cf„, 04 77' 24 a a, • * 0 * * S 0 0 Cornell University Limited Pre -Renovation Lead -Based Paint Survey Report Performed for the Sage Hall (3002) Exterior Door Modifications Project Cornell University Ithaca, New York Campus Prepared for: Mr. Dale Houseknecht, Asbestos Project Coordinator Cornell University Maintenance Management 116 Humphreys Service Building, Ithaca, NY 14853 Prepared by: ADELTA ENGINCEks. ARCHITECTS. 13, LAND gthRVEYOlts 860 Hooper Road Endwell, NY 13760 Phone: 607-231-6600 Fax: 607-231-6640 Delta Project. No, 2017.003.020 Cornell Task Authorization No. TA -21 / Work Order No. 9586220 Field work performed by: Thomas P. Ferro, February 2, 2017 Report prepared by: Thomas Ferro Report reviewed by: Stephen Prislupsky i TA ENGINEERS, T; , & LAND SURVEYORS 60 1per Road r�r3 fl, NY 1376G Tel. 607.231.6600 Fax. 607.231.6650 delta-eas: a EXECUTIVE Delta Engineers, Architects, Land Surveyors (Delta) was contracted by Cornell University, to provide a pre -renovation lead paint survey at Sage Hall(Building 3002) located on the Cornell Ithaca, New York Campus. The survey is being performed in support of the upcoming Exterior Door Modifications Project, Representative sampling of painted surfaces and components present within the renovation areas with the potential to be impacted by the project was performed following HUD Protocols. Delta Representative Thomas Ferro conducted the pre -renovation XRF F Lead Based Paint Survey on February 2nd, 2017. Delta took thirty-two (32) assays (including 3 "pr a° and 3 "post" calibration assays) of observed painted surfaces and components utilizing the XFiF analyzer to determine the presence of lead-based, paint at tile building. This Lead Paint Survey was limited to the affected Renovation Areas. APPLICABLESTANDARDS/GUIDELINES. The standards used to identify lead-based paint for this survey were taken from the OSHA 1928.62 (Lead) Standard, modification of the guidelines established by the U.S. Department of Housing and Urban Development (HUD) as well as ew York State regulations. ccu'atMnl Safe t and Health Ad Administration OSHA On May 4, 1993, OSHA promulgated the Lead Exposure in Construction Rule and codified the regulation in Title 29, CFR, Part 1928 62. This particular regulation applies to all construction activities involving potential lead exposures. This regulation defines construction work as ''work for construction, alteration, and/or repair 'including painting and decorating". It further states "the standard for the construction industry applies to all occupational exposure to lead in all construction work in which lead, in any amount, is present in an occupationally related context where the source of the lead' is employment related, all exposure to lead is covered by the standard." U De«artment of Housin. and Urban Development (HU The U.S. Department of Housing and Urban Development (HUD) defines the action level for lead-based paint as a lead content equal to or greater than 1.0 milligrams of lead per square centimeter of painted surface t> 1.8 mg Pbicm2) when measured with en XRF analyzer, or 0.5 percent by weight when chemically tested. This definition is described in the HUD "Lead -Eased Paint: Interim Guidelines for Hazard Identification and Abatement in Public and Indian Housing, September 1990 New York State The State of New York's definition of the action level for lead-based paint is consistent with the level established by HUD. The State is in the process of adopting LBP regulations which are Based on the HUD guidelines and currently enforces only licensing/certification requirements. DELTA Tel: 607.231.8800 Endwd, NY 13760 860 Flooper Road ax: 607.231.8850 ENGINEERS, ARCHITECTS, & LAND SURVEYORS Www.deitaeaa,carn SAMPLING METI1013S/PROCEDLIRES: Delta performed sampling utilizing a RMD LPA -1 XRF Lead Paint Analyzer. The Lead Paint Analyzer is a state-of-the-art XRF spectrum analyzing system for the quantitative measurement of lead in paint on any surface. The LPA- 1 Analyzer uses a Co-57 radioactive source and an advanced, solid-state, room temperature, radiation detector to generate and detect the x-ray fluorescence spectrum of a painted surface. The x-ray fluorescence properties are deterniined through calibration process and are used for automatic substrate correction and calculation of the lead content of a painted surface. The RMD XRF Lead Paint Analyzer is operated with guidance from the Performance Characteristic Sheetdeveloped by QuenTech, Inc. under a contract from the U.S. Department of Housing and Urban Development (HUD), The instrument has an action level of 1.0 mg/cm2 with results at or above this value classified as Lead -Based Paint as per the applicable HUD and NYS regulations referenced above. Results reported as greater than 0.0 mg/cm2 are considered Lead Containing Paint as per the OSHA standards. RESULTS Delta took twenty-six (26) individual assays of painted surfaces and components present within the areas with the potential to be impacted by the Sage all Exterior Door Modifications Project, of which one (1) was reported as being lead -containing paint as per the OSHA "› 0,0 mg/cm2 and < 1.0 mg/cm2" criteria, Two (2) were positive for the presence of lead as per the NYS and HUD >1= 1.0 mg/cm2 Criteria referenced above for Lead Based Paint. The remaining tvverity-three (23) assays were reported as being less than or equal to 0.0 mg/cm2. As defined by Industry guidelines, for purposes of identifyingilocating the various surfaces and components included in this survey, the wall in which one enters a room is referenced as 'Vial] IV, with Wall B immediately to the left of "A" and Walls C and D continuing clockwise around the room. ,•11 = c,NN,11 M1,1 \ MIN Appendix A includes the Overall XRF Lead Paint Report Form listing all individual assay results, sampling locations and details. Appendix B includes the XRF Lead Paint Report Form listing all individual assay results reported as falling within the OSHA Lead -Containing Paint Criteria. Appendix B includes the XRF Lead Paint Report Form listing all individual assay results reported as falling within the EPA/NYS Lead -Based Paint Criteria, Appendix 0 includes building drawings. Appendix E includes Company and Personnel license and certification paperwork. 1 -1 -IUD has determined that the PCS Mformation is aceeptabk when used in conjunction with Chapter 7, Lead Based Paint Inspection of HUD's (ikidefines fir tficEvaluation and Cm rol n Lead -!1a Pain: Hazards in He tv.itig, D ELTA NGNEERS, ARCIDTECTS, & LAND SURVEYORS APPENDIX A Sage Hail (:dg. 3002) Exterior° Door Modifications Project XRF Lead Paint Survey Report Overall XRF Lead Paint Report Form 860 Hooper Road EndweH, NY 13760 Tel; 60723L6600 Fax 607,231.6650 w‘wedelta-eas.core 0 0 � \ X � : CD I .�. 0 X y. 0 w. DELTA ARCHITECTS, LAND ;._ APPENDIX B Sage Hal{Bldg. 30Exterior oor Modifications Proje XRF Lead n Survey Report ead-Containing PaintReport r as per OSHA >, 0.0 metam2 Criteriamet 850 Hoope e d Ea dweFI, NY 13760 I I: 07,231.6600 F .807.2316650 delta- s.co DELTA !MOWERS, ARCHITECTS, & LAND SURVEYORS APPENDIX Sage Ha Bldg. 3002) Exterior Door Modific ionsro XRF Lead Paint Survey Report Lead -Based int Report For a per NYS/EPArte r $O I Road rand II, NY1i Tea 5072316600 r°ax• 607.231,6650 delta -es co trA DELTA ENGNEES, ARCHITECTS, & LAND SURVEYORS APPENDIX D Sage Hall (Bidg 3002) Exterior Door Modifications Project XRF Lead Paint Survey Report Building Drawings 60 Hooper Road Rafted, NY 13760 `Tel; 607.231.6600 Fax; 607.231,6660 vomv,delta-eaLcom IN DELTA .,&&&.,HTE&T&,& LAND SURVEYORS APPENDIX Sage Hal i Exterior Door Modifications Project XRF Lead Paint Survey Report cense and Certificationrk 360 1 topper Rand rnd ' u„ NY 1 760 T'1: 607 239.6606 Fax: 6 7,239.6650 delta -a s cam ADELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS February 6, 20!7 Mr, Dale I louseknecht, Asbestos Project. Coordinator Cornell university. Maintenance Management 116 Humphreys Service Building Ithaca, New York 1485:3-3701. 860 Hooper Road Endwell, NY 13760 Tel 607.231.6©00 Fax 607,231.6650 www.delta-eas.com Re: Sage Hall (3002) Exterior Door Modifications Project - Asbestos Bulk Sampling Bulk Sample Report Cornell Task Authorization No. TA -21, Work Order No. 9586220 Delta. Project No.: 2017.003.020 Dear Mr: iiouseknecht: Enclosed, please tinct the Asbestos Bulk Sample Report For the associated. Laboratory Analytical Result Sheets, and the Sample Location Drawings for the bulk sampling performed by Delta Certified Inspector Thomas P. Ferro, The sampling was performed on February 2"6, 2017 and addressed suspect materials with the potential to be impacted by the Sage Hall Exterior Door Modifications Project. Based on a visual inspection of the affected doors, a review of the Project. Drawing Set (dated January 27, 2017 — sec Attachment C), a Review of the Project scope with Cornell PM Randy Nesbit (see Attachment 1)), and a review of existing sample information, a total of four (4) hulk samples were collected representing two (2) homogenous materials. All four (4) of the samples collected were "Non -Friable Organically Bound" (NOB). in addition to the samples collected, other suspect materials were observed to be present but not sampled based on the fact that they were addressed through previous Delta efforts. These include non -asbestos interior wall system materials. Various brick/masonry and wood components/surfaces were also present but not sampled as they were considered non -suspect. As per Cornell's Direction, no door slab core inspection/sampling was performed based on the fact that all doors are wood and unrated. The door firame/trim caulk present at all 8 doors was homogenous and reported as"No Asbestos Detected". The Exterior Window Glazing was only observed to be present at Door F and was reported as being Asbestos Containiing. The total quantity of ACM glazing Compound on. Door F is less than 1 SF. 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 -Friable Organically. Bond (NOB) materials was initially performed by Polarized Light Microscopy (PLM) following the NYS DOH EAI' 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; all 4 samples collected were analyzed. Please reference the Asbestos Bulk Sample Report Form for sample particulars and details. TIN 1011 t:) ti?11.i ;"lt4rlt.�, orgorHzat'lpnti TA 1E s ARCI AND SURVEYORS, P.C. Page av also attacl c l l c[ a or pan, , l rs r nel ai d l aboratory Li ca scs/Cert.i casm I as hav > anyaticaas a rrairc r y other iifrtm.atin, please feel contact me at yIa cravatinc Respectfully, DELTA N G AND StdRVEY01, Stephen rispsky Chic° to r cif a virona cnttt Services rtt: 'rj cPaperwork A ENG T ERS TS AND SUR V'R, Asbestos Bulk S pie Report p DE LA EN NEERS A Cilf D SUR' EYOR Attach �f Laboratory n . yet l esu Besets 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 02/04/17 AmeriSci Job # 217021513 Date Examined 02/04/17 P.O. # ELAP # 11480 Page 1 of 2 RE: 2017.003.020; Cornell University; Sage Hall - Exterior Door Modifications - Bulk Samples - Client Project No.: 9586220 Client No. / HGA Lab No. Asbestos Present Total % Asbestos 2017.003.020-01A 217021513-01 01 Location: FI. 1 - Door G - Exterior Door Frame Caulk Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 7.3 % No NAD (by NYS ELAP 198.6) by Ella Babayeva on 02/04/17 2017.003.020-01B 217021513-02 01 Location: Fi. 1 - Door C - Exterior Door Frame Caulk Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 3.7 % No NAD (by NYS ELAP 198.6) by Ella Babayeva on 02/04/17 2017.003.020-02A 217021513-03 No 02 Location: FI. 1 - Door F - Exterior Window Glazing Compound Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 29.8 % NAD (by NYS ELAP 198.6) by Elia Babayeva on 02/04/17 2017.003.020-02B 217021513-04 No 02 Location: F1. 1 - Door F - Exterior Window Glazing Compound Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 24.7 % NAD (by NYS ELAP 198.6) by Ella Babayeva on 02/04/17 See Reporting notes on last page AmeriSci Job #: 217021513 Client Name: Delta Engineers PLM Bulk Asbestos Report 2017.003.020; Cornell University; Sage Hall - Exterior Door Modifications - Bulk Samples - Client Project No.: 9586220 Page 2of2 Reporting Notes: Analyzed by: Ella Babayeva 'NAD/NSD =no asbestos detected; NA =not analyzed; ,r `S=not analyzed/positive stop, (SOF-V) = Sprayed On Fireproofing containing Vermiculite; (SM -V) = Surfacing Material containing Vermiculite; PL Bulk Asbestos Analysis by EPA 600/M4-82-020 per 40 CFR 763 (NVLAP 200546-0), ELAP PLM Method 198.1 for NY friable samples, which includes the identification and quantitation of vermiculite or 198.6 for NOB samples or EPA 400 pt ct by EPA 600/M4-82-020 (NY ELAP Lab 11480); Note:PLM is not consistently reliable in detecting asbestos in floor coverings and similar non -friable organically bound materials. NAD or Trace results by PLM are inconclusive, TEM is currently the only method that can be used to determine if this material can be considered or treated as non asbestos -containing in NY State (also see EPA Advisory for floor tile, FR 59,146,38970,8/1/94) National Institute of Standards and T• . hnol..y Accreditation r-.uirements mandate that this report must not be reproduced except in full without the approval of the Iab.This PLM report rel.ON to the i : - ested. AIHA-LAP, LLC Lab ID 102843, RI Cert AAL -094, CT Cert PH -0186, Mass Cert AA000054. Reviewed By: END OF REPORT T"'" .0 O O II 0 v E CV v 8 N .. 11 WyQ 0 0 A:. O >, 0 F Z Z NOhW0) .0a Z, . � QN p as co cUw m > C' $ < 0 < � m y > !9 co O O N c co 0 c V O CON m II C N ZZ0> n p m a .0 pN�c N e } 5,10 0 oc a c' o 0 0 o C ... T Z m co t0 Z Z Z Z w 0 84 La v t6 co O '}' n rno c To Z 1 m m�� a� 46 gm�o co O W +N N x Q O O ..= T N C cn o� co c E N a$3¢ E13o)2 °' C V N O C 1--O) us O p= N .5 V1 Oj O N to U) IQ 0 .0 C M P. In Ifo vol 010 .o •c 0) O 92 io N p 4 0) I.; c•j N N >- N o 5co 4)c 4.5 = > Nm z°C Z I I c» .4 .1) ' ,2Q =Ci c 2 .-Za`p� 0 • v o hi rn5w*c �Uaa vN o "l7 ;if .Q •E Co M o co W co N `.' u)o ((,�� .J O Q} <L t0 W (0 f0 to O} C NQ C N �� p 1�i3�$= Y� O 0 ?<. a; 1— Q0 o��Nci .Oy O m�•mt1;.- Iu`> to O til NONOj JA ' pCBM1 ma' co ,+mNd N h Lo 9 S N EN °- , N iiW .' v- I m H M 1l) coNi O) z - E ° =M M N g�� fiN No=im a=mp 2 0 oW (-5 -c-5 N E g Qa) oczo y� tv m..�. c?id a�nQrn ()0 Qmc£a cMo O Oh ��2ZZ U c N E•m.. M y .- a a Ny m co 0 ' ' C � '5 cc") E pE 0 0. fl. 0- .[ '= E. to N O > E Eyp o 2 C Y Y y m .- 4) N y) O co O) Tn' in.5 y C N U m o m a N0 •I 0 o mg moa m m i5 C9 o .Q C N o d U IL IL 0 0 .� �> st) •O 'O tii O at mjO ,,N Z - J wN > Cvi q O ° c 0 o y ocu 7, i - O W po c> c o O c C7 O U O tL O u Ii .0 a O N m o r o h o h a m ErnO `- ° 0 0 o iri ' �g •o N 0 N 0(vi[r 'O -Elg S2 cotdtJ� 0 N>` T O' .-- , 0. C w0 2 N IL (L -5 C a Q >' J to � Q W II > CC �' 'O O O o O O) N >, Ti 4k p = :n a = c ti - FT z € N G. O N M �t - v ''0 L` 0) 0 0 m o !D m = aEi . 5' c > ¢:�� v o �) 2 » AmeriSci Job #: 217021513 Client Name: Delta Engineers c 20• 20- 1 ADELTA ENGINEERS, ARCHITECTS, 8 LAND SURVEYORS 147 Re - r - O N M (\I .4i l4 2017.003.020 0 d 0 O z v a` c U Collected By Thomas P. Ferro W {fl 2 0 a) O '•'= O 15"� 0.. 0 a) n E ca Description / Sample Location Exterigr Door Frame Caulk, Door G _.......... Extericir Door Frame Caulk, Door C Exterior Window Glazing Compound, Door F Exterior Window Glazing Compound, Door F 1.. 0 LI. •- r .- x -- Material Condition 0 Intact Intact 2017.003.020 -I 02B 1 Misc. Intact C Material Type U Misc. U Sample Number Q 03 N 0 0 O 1 1 2017.003.020 - 0 0 0 0 O 0 O O N- N N N t0 00 0_ W z .0 t0 4- c a) a) O 0 m z (5 a) N fc) C Q NYS ELAP 198 .fl N a) E c 0) m 0 c 0 Tr) W co 5 W i z N Ri c0 (0 CO w -o O O co a) .0 C Y O 2 C O O t a) E O Na) v • N Igo O 9 N b 2 a) > • • 0) O • O 0 o-13 ' O O • 4) O E o a E w Instructions: Anal • ;1) 0 z .0 T, N, ".S.:•••••& H Pr ject Design ,!S p c i win LAND SUR Page 6 of Proje Scopsrin' Doors artopenings A, C D pl d. t'nrad n -t1: on A, D\111 r ninirr. 130 h current y Inas a1 1 1i nye ve a new 1114'[ Ir n Innis P will cr nl In ire 1a t bu r a ; n d p int . f)oor ,one of rr crrllnI 1 872 trl ar 1nrs (the �t1r i 1 ) wall twin in, 1t will receive nevi. ' 1l rc builder re Ail duras erre wood and unrated Pulling lO lcscts o exam. core at ri is v ll not ben ded. LTA NGINEERS, ARCHTE] I AND SUR Y Page 7 of DELTA ENGINEERS, ARCH-• - YORS, ',C:, Page 8 of 13 Door 0 Door G FIA -OI Frame/Trim Caulk, Non -Asbestos Typical for all Door Frame/Trim Caulk where present "We £(Y.. a secoitL;. t'�.iGrsts` c�r.[kt TU2?1ta Tri 1 NC INf ERS, ARC:III'T. Ni).SURVEY P.C. rariz3 a So' tirn.Mfr.?n of our i:iic°riizctriori.+ Page 9 of 13 TA f:MAN FI3RS, ARC TTS, LAND SURVEYORS, 1''.C-. Page 10 of 13 YYc' Cd .i'ttY7Ni ss tension r:u clients 6" EN FERS, ARC TOTS,& LAND SIRVEY ! P.C. H% 02 — Door Wlndow azing Compound, Askm, Containing (o�,yDoor wll±ACM Glazing was observed mbe present) sr; wndrei ur . Rage]] of 13 I'A ENS SIN EERS, ARCH AND SURVEYORS, P.C. (Door E ]�ciOtk of anrr otsqur.iza1.i��r Page 12 of 13 NGI ARCHECTS SND' I`I Page ew York State — Department of Division of Safety and Health License and Certificate Unit State Campus, Building 12 Albany, NY 12240 SBESTOS HANDLING LICENSE__,. Delta. Engineers & Architects & Land Surveyors, P.C.. FILE NUMBER: 05-0851 LICENSE NUMBER: 29322 860 Hooper Road LICENSE CLASS: RESTRICTED DATE OF ISSUE: 09/08/2016 Endwell, NY 13760. EXPIRATION; DATE: 09/30/2017 Duly Authorized Representative - David J Chambers: This license has been issued in accordance with applicable provisions of Article 30 of the Labor Law of New York State and of the New York State, Codes, Rules and Regulations (12 NYCRR Part 56). Itis subject to suspension or revocation for a (1) serious violation of state, federal or local laws with regard to the conduct of an asbestos project, or (2) demonstrated lack of responsibility in the conduct of any job involving asbestos or asbestos material` This license is valid only for the contractor named above and this license or a photocopy must be, prominently displayed at the asbestos project worksite. This license verifies that all persons employed bythe licensee on an asbestos project in New York State have been issued an Asbestos Certificate, appropriate for the typeof work they perform, by the New York State Department of Laabor. - SH 432 (8/12) ileen M. Franko, Director For the Commissioner of Labor TtEHMAS IPS S) TE1117 ISP{a P (12/11) ottlimmo NEW YORK STATE DEPARTMENT OF HEALTH WADSWORTH CENTER Expires 12:01 AM April 01, 2017 Issued April 01, 2016 CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE Issued in accordance with and pursuant to section 502 Public Health Law of New York State MR. PAUL J. MUCHA AMERICA SCIENCE TEAM NEW YORK INC 117 EAST 30TH ST NEW YORK, NY 10016 Miscellaneous Asbestos in Friable Material NY Lab Id No: 11480 is hereby APPROVED as an Environmental Laboratory for the category ENVIRONMENTAL ANALYSES SOLID AND HAZARDOUS WASTE All approved subcategories and/or analytes are listed below: Asbestos in Non -Friable Material -PLM Asbestos in Non -Friable Material -TEM Item 198.1 of Manual EPA 600/M4/82/020 Item 198.6 of Manual (NOB by PLM) Item 198.4 of Manual Serial No.: 54287 Property of the New York State Department of Health. Certificates are valid only at the address shown, must be conspicuously posted, and are printed on secure paper. Continued accreditation depends on successful ongoing participation in the Program. Consumers are urged to call (518) 485-5570 to verify the laboratorys accreditation status. Page 1 of 1 PCB Caulk Sampling Report Performed for the: Sage Hall (3002) Exterior Door Modifications Project Cornell University Ithaca, New York Campus Prepared for: Mr. Dale Houseknecht, Asbestos Project Coordinator Cornell University Maintenance Management 116 Humphreys Service Building, Ithaca, NY 14853 Prepared by: ADELTA ENGINEERS, ARCFUTECTS, X LAND SVRVEYOF4 860 Hooper Road Endwell, NY 13760 Phone: 607-231-6600 Fax: 607-231-6640 Delta Project No, 201 7.003.020 Cornell Task Authorization No. TA -21 / Work Order No. 9586220 Field work performed by: Thomas P. Ferro, February 2, 2017 Report prepared by: Thomas Ferro Report reviewed by: Stephen Prislupsky EL' ENGINEERS, t SR & LAND SURVEYORS 666 Ftoope a Raw Enclave11, NY 1 7610 Tel, 607.231.6 00 Fax..60723t6850 www,delta-eas.COM EXECUTIVE Ott February 2nd" 2017 Delta Engineers; Architects & Land Surveyors RepresentativeThomas Ferro was on-site to perform bulk sampling of various caulks resent at Sage Hall present on the exterior doors, This samplirig samplingwas performed to determine the presence of Polychlorinated Birahenyls (PCB's) in the caulks associated with the exterior doors in support of the upcoming Exterior Door Modifications Project. Based on a visual inspection of the affected doors tall door caulk determined to be homogenous), one (1) samples was collected of door fr mo caulk and submitted to York Analytical Laboratories, Inc for analysis utilizing Method SW846-3550B/8082. Caulk sample details and results are as follows: Sam • le No, Descri on PCB -01A Gray Caulk atm Exterior Door Frame Results None Detected EPA regulations, consider solid materials with concentrations under 50 ppm o 0 mg/Kg) to be a on -FCB Product, it should be noted that EPA protocol requires the total or cumulative P ■ content for each sample (Le. the total PCB count for all tested matrices) be used in determining the regulated level (Le. "non -PCB", "PCB -contaminated" or "PCB"). The Analytical Report from York Analytical Laboratone ru. i$` included in Appendix A. 3 t3 1 doper Road DELTAnd cll, NY A376 Tele 607.231.66OO FAA 607 231.6650 York 1 r rAnalytica Technical Report EngineerDelta 860 Hooper Road Endwelf NY, 13760 do M Stephen Pr's1upsky Report Gate:02114/2017 2017.003.020 Cornell University Sage Hall York Project (SDG) .: 17 0243 New Ytarh 'tt.}1y.I0 iand120 120 RESEARCH i5RIV yhmALYORKLAB.com 132-02'a > th AVENUE FAX t A j 357-01 6 RICH H NO HI Y 1 Report Date: 02/14/2017 Client Project ID: 2017.003.020 Cornell University Sage Hall York Project (SDG) No.: 17B0243 Delta Engineers 860 Hooper Road Endwell NY, 13760 Attention: Stephen Prislupsky Purpose and Results This report contains the analytical data for the sample(s) identified on the attached chain -of -custody received in our laboratory on February 07, 2017 and listed below. The project was identified as your project: 2017.003.020 Cornell University Sage Hall. The analyses were conducted utilizing appropriate EPA, Standard Methods, and ASTM methods as detailed in the data summary tables. All samples were received in proper condition meeting the customary acceptance requirements for environmental samples except those indicated under the Notes section of this report. All analyses met the method and laboratory standard operating procedure requirements except as indicated by any data flags, the meaning of which are explained in the attachment to this report, and case narrative if applicable. The results of the analyses, which are all reported on dry weight basis (soils) unless otherwise noted, are detailed in the following pages. Please contact Client Services at 203.325.1371 with any questions regarding this report. York Sample ID Client Sample ID Matrix Date Collected Date Received 17B0243-01 PCB -01A - Gray Caulk from Exterior Door Frame Caulk 02/03/2017 02/07/2017 General Notes for York Project (SDG) No.: 17B0243 1. The RLs and MDLs (Reporting Limit and Method Detection Limit respectively) reported are adjusted for any dilution necessary due to the levels of target and/or non -target analytes and matrix interference. The RL(REPORTING LIMIT) is based upon the lowest standard utilized for the calibration where applicable. 2. Samples are retained for a period of thirty days after submittal of report, unless other arrangements are made. 3. York's liability for the above data is limited to the dollar value paid to York for the referenced project. 4. This report shall not be reproduced without the written approval of York Analytical Laboratories, Inc. 5. All samples were received in proper condition for analysis with proper documentation, unless otherwise noted. 6. All analyses conducted met method or Laboratory SOP requirements. See the Qualifiers and/or Narrative sections for further information. 7. It is noted that no analyses reported herein were subcontracted to another laboratory, unless noted in the report. 8. This report reflects results that relate only to the samples submitted on the attached chain -of -custody form(s) received by York. 9. Analyses conducted at York Analytical Laboratories, Inc. Stratford, CT are indicated by NY Cert. No. 10854; those conducted at York Analytical Laboratories, Inc., Richmond Hill, NY are indicated by NY Cert. No. 12058. Approved By: Benjamin Gulizia Laboratory Director Date: 02/14/2017 YORK I Page 2 of 5 m e%t)kfl «0 r aGray ( tdk f 171 11213 ?lJiaty slit' 11E I rii ta1a111t I`e13tu1r1y k 211 7 3}110 prri " 12/07/20 17 nl aullttrt`inattt Ili tiny 1 TQC: rsr�oS� I�r�6,itecd lot' ah7crl#02. EWA 3260C he .,tted,r� t7ttt t'°Cltrt+ Dort ,"1"ttttc t'.'dtt'iliftt t€`P Result ttlrm Ut4 tD1NNIDI irltt Itet`�e�nce t tlt�d P .1 7101h., 41 Anitlyst 12674-41-2:. 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This Section and the listed Related Sections provides minimum requirements for the protection of the environment during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub -contractors involved in the project. B. In addition to the requirements of this Section and the listed Related Sections, all laws and regulations by applicable local, state, and federal agencies shall apply to the work of this contract. In some cases the requirements of these Specifications may by intention exceed such legal requirements, but in no case shall this Specification be interpreted or understood to reduce or eliminate such requirements. C. Prior to bidding, review the entire Bidding Documents and report in writing to the Owner's Representative any error, inconsistency, or omission that may have environmental impacts. 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. Analytical laboratory sample results and material Certifications for all imported soil and granular materials ("borrow"). 2. Contractor's Waste Material Disposal Plan. 3. Weight tickets from the Borrow Material Supplier. 4. Proposed methods for dewatering and construction water management. 5. Analytical laboratory sample results for all waste materials. 6. Copies of manifests for all waste materials disposed of off-site. 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. SAGE HALL EXTERIOR GENERAL ENVIRONMENTAL 0135 43-1 DOOR MODIFICATIONS REQUIREMENTS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 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. 1.5 CLEARING, SITE PREPARATION AND SITE USE A. In accordance with Section 01 14 00, only that portion of the working area that is absolutely necessary and essential for the work shall be cleared for construction. All clearing should be approved and performed to provide minimum practical exposure of soils. B. The Contractor shall make every effort to avoid the destruction of plants, trees, shrubs and lawns outside the area of construction so as not to unduly disturb the ecological or environmental quality of the area. C. Topsoil excavated as part of the Project, which can be reused as part of the Project, shall be stockpiled for future use and temporarily stabilized to prevent erosion. 1.6 NOISE AND 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 1.7 DUST CONTROL A. Take adequate measures for controlling dust produced by drilling, excavation, backfilling, loading, saw cutting or other means. The use of calcium chloride or petroleum-based materials for dust control is prohibited. Dust control measures are required throughout the duration of construction. B. If, in the opinion of the Owner's Representative, the Contractor is not adequately controlling dust, the Owner will first notify the Contractor. If the Contractor does not take adequate actions necessary, the Owner may, at the Contractor's expense, employ alternative means to control dust. C. Erect, maintain, and remove when appropriate 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. SAGE HALL EXTERIOR GENERAL ENVIRONMENTAL 01 35 43-2 DOOR MODIFICATIONS REQUIREMENTS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 1.8 PROTECTION OF THE ENVIRONMENT A. Construction procedures observed by the Contractor, its subcontractors and other employees shall include protection of the environment, in accordance with all pertinent Cornell standards, policies, local laws, executive orders, ordinances, and federal and state regulations. Construction procedures that are prohibited in the undertaking of work associated with this Contract include, but are not limited to: 1. Dumping of spoil material or any liquid or solid pollutant into any storm or sanitary sewer, drainage way, stream sewer, any wetlands (as defined by federal and state regulations), any surface waters, or at unspecified locations. 2. Indiscriminate, arbitrary, or capricious operation of equipment in any stream corridors, any wetlands, or any surface waters. 3. Pumping of any silt -laden water from trenches or other excavations into any storm sewers, sanitary sewers, drainage ways, wetlands, or surface waters. 4. Damaging vegetation beyond the extent necessary for construction of the facilities. 5. Disposal of trees, brush, and other debris in any location on University property, unless such areas are specifically identified on the drawing or in the specifications or specifically approved by the Owner's site representative. 6. Permanent or unspecified alteration of the flow line of a stream. 7. Burning trash, project debris, or waste materials. B. Take all necessary precautions to prevent silt or waste of any kind from entering any drainage or waterways or downstream properties as a result of the Work. C. Runoff of potable water used for concrete curing or concrete truck or chute cleaning operations shall not be allowed to reach the storm water system or open water due to the levels of residual chlorine (New York State water quality standards, 6 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. SAGE HALL EXTERIOR GENERAL ENVIRONMENTAL 01 35 43-3 DOOR MODIFICATIONS REQUIREMENTS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 1.9 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. 1.10 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. D. At the completion of project Contractor shall remove all unused chemical products and hazardous materials from campus. Transportation of these materials shall be in accordance with all federal, state, and local regulations. Request and receive written approval from EH&S prior to disposal of any on-site disposal. 1.11 DISPOSAL OF WASTE 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. SAGE HALL EXTERIOR GENERAL ENVIRONMENTAL 01 35 43-4 DOOR MODIFICATIONS REQUIREMENTS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0135 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 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*** SAGE HALL EXTERIOR GENERAL ENVIRONMENTAL 0135 43-5 DOOR MODIFICATIONS REQUIREMENTS MARCH 10, 2017 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 1 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 faun 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 thein, 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 3 of 3 CORNELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL 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 berms or barriers, or similar methods shall be employed as appropriate at each site. 2. Any on-site filling or dispensing activities shall occur within an area in which a temporary berm, boom, or similar containment barrier has been placed to prevent the inadvertent discharge to the environment of harmful quantities of any products. 3. All oil, petroleum, or hazardous materials stored on site shall be located in such a manner as to minimize the potential of damage from construction operations or vehicles, away from drainage ways and environmentally sensitive areas, and in accordance with all fire and safety codes. 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). SAGE HALL EXTERIOR SPILL CONTROL 01 35 44-1 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0135 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. SAGE HALL EXTERIOR SPILL CONTROL 01 35 44-2 DOOR MODIFICATIONS MARCH 10, 2017 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. g. Disposal of all spilled product shall be made off-site, and shall be arranged through the Contractor. h. A Spill Report shall be completed, including a description of the event. A sample Spill Documentation Foi,n is provided in Appendix B. C. Fire or Explosion: 1. In the event of a fire or explosion at the site, the Contractor shall: a. Verify that the local fire department and the appropriate response personnel (e.g., ambulance, police) have been notified. b. Report to the scene, if safe to do so, and evaluate the situation (e.g., spill character, source, etc.). Coordinate, as necessary, with other appropriate site and emergency personnel. c. Ensure that people are cleared from the area. d. Ensure that fires are safely extinguished (if possible), valves closed, and other immediate actions necessary to mitigate the emergency, if safe to do so. e. Initiate responsible measures necessary to prevent subsequent fires, explosions, or releases from occurring or spreading to other areas of the site. These measures include stopping processes or operations, collecting and containing released oil, or removing and isolating containers. f. Take appropriate action to monitor for: (1) leaks; (2) pressure build-ups; (3) gas generation; or (4) ruptures in pipes, valves, or other equipment. SAGE HALL EXTERIOR SPILL CONTROL 01 35 44-3 DOOR MODIFICATIONS MARCH 10, 2017 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 CRITERIA DESCRIPTION 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. SAGE HALL EXTERIOR SPILL CONTROL 0135 44-4 DOOR MODIFICATIONS MARCH 10, 2017 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. (I)Reportable Quantity: A Reportable Quantity is the quantity of a hazardous substance or oil that triggers reporting requirements under the Comprehensive Emergency Response, Compensation, and Liability Act (CERCLA) (USEPA, September 1992). While the Contractor is legally responsible for knowing the risks of materials that are part of construction, members of the owner's spill response team have access to information that may help identify these quantities with you. (2'Harniful Quantity: A Harmful Quantity of oil includes discharges that violate applicable water quality standards; cause a film, sheen, or discoloration on a water surface or adjoining shoreline; or cause a sludge or emulsion to be deposited beneath the water surface or shoreline (40 CFR 110.3). 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 35 44*** SAGE HALL EXTERIOR SPILL CONTROL 01 35 44-5 DOOR MODIFICATIONS MARCH 10, 2017 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 pe„nits and licenses necessary for the execution of the Work and for the use of such Work when completed. Such permits shall include building and electrical. 1. City of Ithaca building permit applications shall be presented for review at the regularly scheduled Owner's meeting with the Authority Having Jurisdiction (AHJ). 2. A City of Ithaca building permit was applied for by the Owner. Building permit #35336 was issued on January 20, 2017. Permit issuance initiated mandated review of the proposed work by the Ithaca Landmarks Preservation Commission. It is anticipated that this work will receive a staff level review and that a Certificate of Appropriateness will be issued before preconstruction begins on May 16, 2017. 3. The $35.00 minimum permit fee has been paid by the Owner. The Contractor shall pay the difference between the fee paid and the fee due. The building permit fee is $7 per $1,000 or fraction thereof based on the contract value of the work. B. All Construction / Building / Hot Work and Occupancy permits shall be issued and maintained through the City of Ithaca. C. 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. SAGE HALL EXTEIOR REGULATORY REQUIREMENTS DOOR MODIFICATIONS 01 41 00-1 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 41 00 Ithaca, New York REGULATORY REQUIREMENTS 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. 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 pellniits secured, the permit fees paid by the Contractor and a copy of the permit. If no permit fees were required, the Contractor shall so state, in writing, upon completion of the project. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 41 00*** SAGE HALL EXTEIOR REGULATORY REQUIREMENTS 01 41 00-2 DOOR MODIFICATIONS MARCH 10, 2017 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. SAGE HALL EXTERIOR REFERENCES 01 42 00-1 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES C. "The Contract": The Contract Documents fo„n 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 terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." L. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. M. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. N. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and 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. SAGE HALL EXTERIOR REFERENCES 01 42 00-2 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL Ithaca, New T. U. V. W. X. Y. Z. AA. UNIVERSITY SECTION 01 42 00 York REFERENCES "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. "Record Drawings": Shows construction changes in the project and the final location of all services, lines, outlets, and connections including underground and concealed items. The "record" drawings shall be compiled by the Architect based on the working as -built drawings and revised in accordance with the marked up drawings submitted by the Contractor. "Shop Drawings": Drawings, diagrams, illustrations, charts, brochures, and other data that are prepared by Contractor or any Subcontractor, manufacturer, supplier or distributor, for some portion of the work. "Samples": Physical examples furnished to illustrate materials, equipment or workmanship, and to establish standards by which the work will be judged. "General Conditions": The standardized contractual provisions describing the responsibilities, rights and relationships of the Owner and Contractor under the construction contract. "Contract Limit Lines": A limit line or perimeter line established on the drawings or elsewhere in the contract documents defining the boundaries of the site available to the contractor for construction purposes. "to do", "provide", "furnish", "install", etc., in these Specifications or on Drawings are directions given to the Contractor; 1.4 OWNER AGREEMENTS A. Cornell University and the Tompkins -Cortland Counties Building Trades Council, Maintenance Division have entered into an agreement. The local unions which are members of the Tompkins -Cortland Counties Building Trades Council, Maintenance Division are as follows: Local #241 - Local #267 - Local #281 - Local #3NY Local #178 - Local #112 - Local #785 - International Brotherhood of Electrical Workers United Association of Plumbers and Steamfitters United Brotherhood of Carpenters - International Union of Bricklayers and Allied Craftworkers International Union of Painters and Allied Trades International Brotherhood of Sheetmetal Workers Laborers International Union of North America SAGE HALL EXTERIOR REFERENCES DOOR MODIFICATIONS 01 42 00-3 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES The definition of craft maintenance as applied to this agreement shall be as follows: All work associated with the demolition, repair, replacement, improvement to or construction of equipment, buildings, structures, utilities, and/or system or components thereof. Craft maintenance for trades assistants shall be limited to work assigned to individuals employed as building trade laborers and which directly assists the craft work performed by other employees covered by this agreement; the Employer is free to assign such work; provided, however, such assignment does not fall within the craft performed by other employees covered by this agreement. 1.5 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. D. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the organizations responsible for the standards and regulations in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. ADAAG Americans with Disabilities Act (ADA) Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities Available from Access Board www.access-board.gov (800) 872-2253 (202) 272-0080 CFR Code of Federal Regulations (866) 512-1800 Available from Government Printing Office (202) 512-1800 www.gpoaccess.gov/cfr/index.html SAGE HALL EXTERIOR REFERENCES 01 42 00-4 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES FS Federal Specification Available from Department of Defense Single Stock Point http://dodssp.daps.dla mil Available from Defense Standardization Program www.dps.dla.mil (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 UFAS Uniform Federal Accessibility Standards (800) 872-2253 Available from Access Board (202) 272-0080 www.access-board.gov 1.6 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. AA Aluminum Association, Inc. (The) (703) 358-2960 www.aluminum.org AAADM American Association of Automatic Door Manufacturers (216) 241-7333 www.aaadm.com AABC Associated Air Balance Council (202) 737-0202 www.aabchq.com HAMA American Architectural Manufacturers Association (847) 303-5664 www.aamanet.org AASHTO American Association of State Highway and (202) 624-5800 Transportation Officials www.transportation.org 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 SAGE HALL EXTERIOR REFERENCES 01 42 00-5 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES 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 (202) 824-7000 www.aga.org AGC Associated General Contractors of America (The) (703) 548-3118 www.agc.org ARAM Association of Home Appliance Manufacturers (202) 872-5955 www.aham.org AI Asphalt Institute (859) 288-4960 www.asphaltinstitute.org AIA American Institute of Architects (The) (800) 242-3837 www.aia.org (202) 626-7300 AISC American Institute of Steel Construction (800) 644-2400 www.aisc.org (312) 670-2400 AISI American Iron and Steel Institute (202) 452-7100 www.steel.org 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 SAGE HALL EXTERIOR REFERENCES 01 42 00-6 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES 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 Roofmg Manufacturers Association (202) 207-0917 www.asphaltroofing.org ASCE American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300 ASHRAE American Society of Heating, Refrigerating and (800) 527-4723 Air -Conditioning Engineers (404) 636-8400 www.ashrae.org ASME ASME International (800) 843-2763 (The American Society of Mechanical Engineers International) (973) 882-1170 www.asme.org ASSE American Society of Sanitary Engineering (440) 835-3040 www.asse-plumbing.org ASTM ASTM International (610) 832-9585 (American Society for Testing and Materials International) www.astm.org 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) 'l'13-9353 AWWA American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 BI -MA Builders Hardware Manufacturers Association (212) 297-2122 www.buildershardware.com SAGE HALL EXTERIOR REFERENCES 0142 00-7 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES 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 CPPA Corrugated Polyethylene Pipe Association (800) 510-2772 www.cppa-info.org (202) 462-9607 CRI Carpet & Rug Institute (The) (800) 882-8846 www.carpet-rug.com (706) 278-3176 CRSI Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.org CSI Cast Stone Institute (770) 972-3011 www.caststone.org CSI Construction Specifications Institute (The) (800) 689-2900 www.csinet.org (703) 684-0300 SAGE HALL EXTERIOR REFERENCES 01 42 00-8 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES 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 GA Gypsum Association (202) 289-5440 www.gypsum.org GANA Glass Association of North America (785) 271-0208 www.glasswebsite.com GS Green Seal (202) 872-6400 www.greenseal.org GSI Geosynthetic Institute (610) 522-8440 www.geosynthetic-institute.org HI Hydraulic Institute www.pumps.org (888) 786-7744 (973) 267-9700 Hydronics Institute (908) 464-8200 www.gamanet org SAGE HALL EXTERIOR REFERENCES DOOR MODIFICATIONS 01 42 00-9 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES HPVA Hardwood Plywood & Veneer Association (703) 435-2900 www.hpva.org HPW H. P. White Laboratory, Inc. (410) 838-6550 www.hpwhite.com IBR Institute of Boiler & Radiation Manufacturers 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 Illuminating Engineering Society of North America (212) 248-5000 www.iesna.org IEST Institute of Environmental Sciences and Technology (847) 255-1561 www.iest.org IGCC Insulating Glass Certification Council (315) 646-2234 www.igcc.org IGMA Insulating Glass Manufacturers Alliance (613) 233-1510 www.igmaonline.org ILI Indiana Limestone Institute of America, Inc. (812) 275-4426 www.iliai.com ISO International Organization for Standardization 41 22 749 01 11 www.iso.ch Available from ANSI (202) 293-8020 www.ansi.org ISSFA International Solid Surface Fabricators Association (877) 464-7732 www.issfa.net (702) 567-8150 11 S Intertek (800) 345-3851 www.intertek.com (713) 407-3500 ITU International Telecommunication Union 41 22 730 51 11 www.itu.int/home SAGE HALL EXTERIOR REFERENCES 01 42 00-10 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY Ithaca, New York SECTION 01 42 00 REFERENCES 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 NAAMM National Association of Architectural Metal Manufacturers (312) 332-0405 www.naamm.org NACE NACE International (800) 797-6623 (National Association of Corrosion Engineers International) (281) 228-6200 www.nace.org NADCA National Air Duct Cleaners Association (202) 737-2926 www.nadca.com NAIMA North American Insulation Manufacturers Association (703) 684-0084 www.naima.org NBGQA National Building Granite Quarries Association, Inc. (800) 557-2848 www.nbgqa.com NCAA National Collegiate Athletic Association (The) (317) 917-6222 www.ncaa.org SAGE HALL EXTERIOR REFERENCES 01 42 00-11 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES NCMA National Concrete Masonry Association (703) 713-1900 www.ncma.org NCPI National Clay Pipe Institute (262) 248-9094 www.ncpi.org NCTA National Cable & Telecommunications Association (202) 775-3550 www.ncta.com NEBB National Environmental Balancing Bureau (301) 977-3698 www.nebb.org NECA National Electrical Contractors Association (301) 657-3110 www.necanet.org NeLMA Northeastern Lumber Manufacturers' Association (207) 829-6901 www.nelma.org NEMA National Electrical Manufacturers Association (703) 841-3200 www.nema.org NETA International Electrical Testing Association (888) 300-6382 www.netaworld.org (303) 697-8441 NFHS National Federation of State High School Associations (317) 972-6900 www nfhs org NFPA NFPA (800) 344-3555 (National Fire Protection Association) (617) 770-3000 www.nfpa.org 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 Lumber 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.nofma.org NRCA National Roofing Contractors Association (800) 323-9545 www.nrca.net (847) 299-9070 SAGE HALL EXTERIOR REFERENCES 0142 00-12 DOOR MODEL+ICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES NRMCA National Ready Mixed Concrete Association (888) 846-7622 www.nrmca.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 PTI Post -Tensioning Institute (602) 870-7540 www.post-tensioning.org RCSC Research Council on Structural Connections (800) 644-2400 www.boltcouncil.org (312) 670-2400 RFCI Resilient Floor Covering Institute (301) 340-8580 www.rfci.com RIS Redwood Inspection Service (888) 225-7339 www.calredwood.org (415) 382-0662 SAE SAE International (877) 606-7323 www.sae.org (724) 776-4841 SBI Steel Boiler Institute SDI Steel Deck Institute (847) 458-4647 www.sdi.org SAGE HALL EXTERIOR REFERENCES 0142 00-13 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES SDI Steel Door Institute (440) 899-0010 www.steeldoor.org SEFA Scientific Equipment and Furniture Association (516) 294-5424 www.sefalabs.com SGCC Safety Glazing Certification Council (315) 646-2234 www.sgcc.org SIA Security Industry Association (703) 683-2075 www.siaonline.org SJI Steel Joist Institute (843) 626-1995 www.steeljoist.org SMA Screen Manufacturers Association (561) 533-0991 www.smacentral.org SMACNA Sheet Metal and Air Conditioning Contractors' (703) 803-2980 National Association www.smacna.org SMPTE Society of Motion Picture and Television Engineers (914) 761-1100 www.smpte.org SPFA Spray Polyurethane Foam Alliance (800) 523-6154 www.sprayfoam.org SPIB Southern Pine Inspection Bureau (The) (850) 434-2611 www.spib.org SPRI Single Ply Roofmg Industry (781) 647-7026 www.spri.org SSINA 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 SAGE HALL EXTERIOR REFERENCES 01 42 00-14 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES 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.masonrysociety.org 1 P Truss Plate Institute, Inc. (703) 683-1010 www.tpinst.org TPI Turfgrass 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 USGBC U.S. Green Building Council (202) 828-7422 www.usgbc.org WASTEC Waste Equipment Technology Association (800) 424-2869 www.wastec.org (202) 244-4700 WCSC Window Covering Safety Council (800) 506-4636 www.windowcoverings.org WDMA Window & Door Manufacturers Association (800) 223-2301 www.wdma.com WI Woodwork Institute (916) 372-9943 www.wicnet.org WMMPA Wood Moulding & Millwork Producers Association (800) 550-7889 www.wmmpa.com (530) 661-9591 WSRCA Western States Roofing Contractors Association (800) 725-0333 www.wsrca.com (650) 570-5441 SAGE HALL EXTERIOR REFERENCES 01 42 00-15 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY Ithaca, New York SECTION 01 42 00 REFERENCES WWPA Western Wood Products Association (503) 224-3930 www.wwpa.org 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 C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CE Army Corps of Engineers www.usace.army.mil CPSC Consumer Product Safety Commission www.cpsc.gov (800) 638-2772 (301) 504-7923 DOC Department of Commerce (202) 482-2000 www.commerce.gov DOD Department of Defense (215) 697-6257 http://.dodssp.daps.dla.nul DOE Department of Energy (202) 586-9220 www.energy.gov EPA Environmental 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 SAGE HALL EXTERIOR REFERENCES 01 42 00-16 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES FDA Food and Drug Administration (888) 463-6332 www.fda.gov GSA General Services Administration (800) 488-3111 www.gsa.gov HUD Department of Housing and Urban Development (202) 708-1112 www.hud.gov LBL Lawrence Berkeley National Laboratory (510) 486-4000 www.lbl.gov NCHRP National Cooperative Highway Research Program (See TRB) NIST National Institute of Standards and Technology www.nist.gov OSHA Occupational Safety & Health Administration www.osha.gov PBS Public Building Service (See GSA) (301) 975-6478 (800) 321-6742 (202) 693-1999 PHS Office of Public Health and Science (202) 690-7694 www.osophs.dhhs.gov/ophs RUS Rural Utilities Service (202) 720-9540 (See USDA) SD State Department (202) 647-4000 www.state.gov TRB Transportation Research Board (202) 334-2934 www.nas.edu/trb USDA Department of Agriculture (202) 720-2791 www.usda.gov USPS Postal Service (202) 268-2000 www.usps.com 2.0 PRODUCTS - NOT USED 3.0 EXECUTION - NOT USED ****END OF SECTION 0142 00**** SAGE HALL EXTERIOR REFERENCES 0142 00-17 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 45 00 Ithaca, New York QUALITY CONTROL SECTION 0145 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. Include surveillance and tests specified in the technical sections of the Specifications. Furnish appropriate facilities, instruments, and testing devices required for performance of the quality control function. Controls must be adequate to cover construction operations and be keyed to the construction sequence. Construction shall not begin until the Owner has approved the CQC program. 1.2 CONTROL OF ON-SITE CONSTRUCTION A. Include a control system for the following phases of inspection: 1. Pre -Installation Meeting. For all sections where pre -installations are defined, the Contractor shall arrange for a pre -installation meeting. When practical, pre- installation meetings shall be scheduled to take place on the same day as regularly schedule progress meetings. The Contractor shall make available, during this meeting, all approved submittals and products. a. Agenda to include the following: i. Appointment ii Appointment of official representatives of participants in the Project. iii. Review of existing conditions and affected work, and testing thereof as required. iv. Review of installation procedures and requirements. v. Review of environmental and site condition requirements. vi. Schedule of the applicable portions of the Work. vii. Schedule of submission of samples, color chips, and items for Owners consideration. viii Requirements for temporary facilities, site sign, offices, storage sheds, utilities, fences, Section 01500. ix. Requirements for notification for reviews. Allow a minimum of 48 hour notice to Architect for review of the Work. SAGE HALL EXTERIOR QUALITY CONTROL 01 45 00-1 DOOR MODIFICATIONS MARCH 10, 2017 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. Perform this inspection prior to beginning work on any definable feature of work. Include a review of contract requirements with the supervisors directly responsible for the performance of the work; check to assure that materials, products, and equipment have been tested, submitted, and approved; check to assure that provisions have been made for required control testing; examine the work area to ascertain that preliminary work has been completed; physically examine materials and equipment to assure that they conform to shop drawings and data and that the materials and equipment are on hand. 3. Initial Inspection. Perform this inspection as soon as work commences on a representative portion of a particular feature of workmanship review control testing for compliance with contract requirements. 4. Follow-up Inspections. Perform these inspections on a regular basis to assure continuing compliance with contract requirements until completion of that particular work. 1.3 CONTROL OF OFF-SITE OPERATIONS A. Perform factory quality control inspections for items fabricated or assembled off-site as opposed to "off-the-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. SAGE HALL EXTERIOR QUALITY CONTROL 01 45 00-2 DOOR MODIFICATIONS MARCH 10, 2017 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. 1. The Contractor shall maintain a project Deficiency/Issues Log in e -Builder to track non -conforming materials or sub -standard workmanship identified by Owner's Representative. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ****END OF SECTION 01 45 00**** SAGE HALL EXTERIOR QUALITY CONTROL 01 45 00-3 DOOR MODIFICATIONS MARCH 10, 2017 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 perfo,mance 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. SAGE HALL EXTERIOR TEMPORARY FACILITIES 01 50 00-1 DOOR MODIFICATIONS AND CONTROLS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS 2.3 TEMPORARY FIRE PROTECTION A. Provide a fire protection and prevention program for employees and personnel at the site. Any fire watches as a result of construction operations are the responsibility of the Contractor. Comply with NFPA 241. Develop, manage, and supervise an overall fire - prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and infoiniation. 1. Impairments "Fire Code of NYS Section 901.7". Impairment; "the removal of fire alarm devices or sprinkler system coverage in a building." There are two different levels of impairments a. Partial Impairment. The removal of fire alai in devices or sprinkler system coverage via control valve in the immediate area of where work is to be performed. Basic Impairment Notification will be sent to Local Authority Having Jurisdiction and FM Global. No fire watch will be required in most cases. b. Full System Impairment. The complete removal of a fire alarm "system" or sprinkler "system". Impairment of both the fire alarm system and sprinkler system at the same time is not allowed. Full System Impairment Notification will be sent to local Authority Having Jurisdiction, FM Global, Ithaca Fire Department Officers, Building Manager, Maintenance Manager, and Customer Service. Fire Watch will be required and will need the Fire Watch Person's name and contact information. Cornell EH&S does not perform the fire watch, it is the responsibility of the Contractor. B. Equipment: 1. Provide and maintain fire extinguishing equipment ready for instant use at all areas of the Project and at specific areas of critical fire hazard. 2. Hand extinguishers of the types and sizes recommended by the National Board of Fire Underwriters to control fires from particular hazards. 3. Construction period use of permanent fire protection system. 4. Water hoses connected to an adequate water pressure and supply system to reach each area or level of construction upon building enclosure or heating of the building. SAGE HALL EXTERIOR TEMPORARY FACILITIES 01 50 00-2 DOOR MODIFICATIONS AND CONTROLS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS 5. Maintain existing standpipes and hoses for fire protection. Provide additional temporary hoses where required to comply with requirements. Hang hoses with a warning sign stating that hoses are for fire -protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. Provide hoses of sufficient length to protect construction areas. 6. Maintain unobstructed access to fire extinguishers, fire hydrants, siamese connections, standpipes, temporary fire -protection facilities, stairways, and other access routes for firefighting. 7. Where existing or temporary fire protection services are being replaced with new fire protection services, do not remove or impair existing or temporary services until new services are placed into operation and use. 8. At earliest feasible date in each area of Project, complete installation of permanent fire -protection facility and systems, including connected services, and place into operation and use. Instruct key personnel on use of facilities. Protect and maintain permanent fire protection system. Repair or replace any components damaged during construction. C. Enforce fire -safety discipline: 1. Store combustible and volatile materials in an isolated, protected location. 2. Avoid accumulations of flammable debris and waste in or about the Project. 3. Prohibit smoking in the vicinity of hazardous conditions. 4. There is NO 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. E. Welding or burning operations shall be conducted under a Hot Work Permit issued in accordance with Section 01 41 00. Where such work is peimitted, 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. SAGE HALL EXTERIOR TEMPORARY FACILITIES 01 50 00-3 DOOR MODIFICATIONS AND CONTROLS MARCH 10, 2017 UN khan rt, e , TEMP 1 FACJI 1. TION 01 50 ANDgym . Atl '`� 0 ION AIDS A. 1'rc?vidc eonsl faeili.tate tie lrlatunris, rail in aids arud cquipr n of tlrc cask c, utes require alt`lds, nd other to as iurc safety for- per onncl at €i tia aging, ;larclders stairs ramps, rurr.vays, rash equipren a onditi n. A. The Corzlrtactcrr ball irrcludc co i of arll material and lal rmr ni cessa<ry to providea strppirrls, beams, angles, ban c °s, rcrd laa e . hrace s, etc, t_o propel support the Con a ur°k. All supports ete. shall rr cet: the apprcr al cit the r rel itcct. Any an d all rrrlapc its drat arre U"e mst rtr . l"abricatii rt ?z° installation shall tic designed h the , ntraetor•'s NYS licensed i l? t itlr tamp d & i d shop dra ingsarnd caalcar]aticarrs provided for saartr . 2.6 TEMPORARY 11:111:NC A. Provide tem ornery encli sures t sepaiate r pork areas rarer areas ai' llrc ex tin buildin oeettpied by caner; to prevcrti pcnrt.raation cel dint erre n oisture irrtc� eccapi d arra , to prevent damage to c istina c uipnrent, and to protect. t u nee°"s cttalrloyees arnd operatic n from consl:rueticn w . r7tirrazry east barriers,il] ss l at all locations e ceps 1 i PORARY WATER CONT A. l"lieContractor sl oll provide, n. remain and operate. pumps regal tea keep the G ork ee o at t° at a11; tures Des rse of all due c re and shall not infr rIge on tlrc r i lets irl` others ern the pita of ar ljarcent grope ty crrrrczs air c1 o the pulali °. 11 test im7 crrrrac t.i on "sew th oval o ;tacit Fater shall h paid by the irntra for GEA AI ND BARRICADES vide guardr°ails, laaarricacics, levers, and rrtl cz° devices necessarytea pec tect pe s n el and aloyees aat tltc site, attd the put. lie, a Inst ha ards on or adjaeenl tip tlrc con trtmc irrn ite 2.9 PROJECT_..s.E,AT1 N ANI) SANS ear signs lea tee display , unless arrtlr r°i ed by It SACTs AL RIOR PO ARV1 11°{1fi1'1S 4 DOOR 1 'IONS AND CONTROLSl tt tt lit, 1117 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS 2.10 SECURITY A. The Contractor shall provide security services as required to protect the interests of the Owner. 2.11 FIELD OFFICES A. The Owner shall designate a space to serve as a field office for the use of the Contractor and Owner. 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. 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. 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 and removal of waste matter must be performed daily. ***END OF SECTION 01 50 00*** SAGE HALL EXTERIOR TEMPORARY FACILITIES 01 50 00-5 DOOR MODIFICATIONS AND CONTROLS MARCH 10, 2017 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 have access to the Owner's electric power for constructing the Work. B. The Contractor shall be responsible for the economic use of the Owner's Power. The Owner will pay for the power consumed in the construction of the Work as long as economical usage of these utilities is maintained. C. 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. 1.2 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. 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. SAGE HALL EXTERIOR TEMPORARY UTILITIES 01 51 00-1 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES 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 1.3 TEMPORARY CONTRACTOR TELEPHONE SERVICE A. Site Superintendent or their Representative shall carry a cellular telephone at all times with all associated costs borne by the Contractor. 1.4 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. 2.0 PRODUCTS - NOT USED 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. C. Restore existing and permanent facilities used for temporary services to specified, or to original, condition. ***END OF SECTION 01 51 00*** SAGE HALL EXTERIOR TEMPORARY UTILITIES 01 51 00-2 DOOR MODIFICATIONS MARCH 10, 2017 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 ON-SITE 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. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather -protection requirements for storage. SAGE HALL EXTERIOR STORAGE AND PROTECTION DOOR MODIFICATIONS 01 66 00-1 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION C. 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. D. 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 SOLIDAGO ROAD STORAGE A. All property including construction materials and equipment stored at the Solidago Road location shall be stored at the Contractor's sole risk. The Contractor is solely responsible for repair or replacement of property due to any cause of loss. B. The Contractor agrees to hold Cornell harmless from any accident or injury occurring at Solidago Road storage site associated with the Contractor's storage. C. The Contractor understands that Cornell makes "no" warranty regarding any security at the Solidago Road site. D. The Contractor agrees that it is solely responsible for any cleanup of any site contamination caused by the Contractor's storage or storage operations and the Contractor agrees to pay for cleanup of any contamination and restore the site back to the same condition it was found. E. It shall be assumed that the Contractor is responsible for site contamination unless the Contractor has reported condition prior to moving storage materials and equipment onto the site. Each Contractor shall be responsible for their own general area whether defined formally or not but in cases where pollutants have traveled or are found in the public areas used by all contractors, the Contractor agrees as follows: 1. If it cannot be determined who is responsible for site contamination after an investigation, all contractors who could be responsible based upon location of the incident agree to share the expense of cleanup equally. F. No storage of hazardous materials or environmental contaminants is permitted at the Palm Road site. All barrels must have labels affixed identifying contents. G. Unoccupied storage containers not within the project fence shall be labeled in the Cornell standard. Signs customized for the project shall be ordered from Ithaca Plastics, Inc., 305 West Green Street, Ithaca, New York 14850, Phone - 607.272.8232, Fax - 607.277.2579, Email — db@ithacaplastics.com. SAGE HALL EXTERIOR STORAGE AND PROTECTION 01 66 00-2 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION 1.5 PROTECTION A. The Contractor shall provide security personnel and adopt other security measures as may be necessary to adequately protect materials and equipment stored at the site. The Contractor shall be obligated to replace or pay for all materials and equipment including items furnished by the Owner which have been damaged or stolen prior to completion of the Work. B. 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. d. Contractor has the responsibility for protection of carpeting and all finish flooring during all phases of the work including after installation. e. All floors exposed to view as a floor finish shall be protected by overlaying with plywood in all areas subject to construction traffic within and without the building, special care shall be taken to protect all stair finish surfaces including but not limited to flooring, wood in -fill stairs, cabinetry, counters, equipment, etc. 1.6 PROTECTION AFTER INSTALLATION A. Protect installed products, including Owner -provided products, and control traffic in immediate area to prevent damage from subsequent operations. B. Cover walls and floors of elevator cabins, and jambs of cab doors, when elevators are used by construction personnel. C. 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. SAGE HALL EXTERIOR STORAGE AND PROTECTION DOOR MODIFICATIONS 01 66 00-3 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION 3. Lay planking or similar rigid materials in place, in areas where storage of products will occur.. 4. 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. D. 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*** SAGE HALL EXTERIOR STORAGE AND PROTECTION DOOR MODIFICATIONS 01 66 00-4 MARCH 10, 2017 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. 1. Furnish and install all sleeves, inserts, hangers and supports required for the execution of the Work. SAGE HALL EXTERIOR CUTTING, PATCHING 01 73 29-1 DOOR MODIFICATIONS AND REPAIRING MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 1.2 SPECIAL PROCEDURES A. Sage Hall (Sage College for Women) is listed as a local landmark by the City of Ithaca, New York. Accordingly, the building and site are considered to be of irreplaceable cultural, material, and aesthetic value because of architectural and historical significance. B. Contractor Responsibilities 1. The Contractor shall respect this value and significance, and exercise special care during all phases of the Project to insure that the building, its details, materials and finishes are not damaged. 2. This is a rehabilitation project. Do not disturb or damage sound original material which is in place or is found on the site. 3. In the event that features, materials or artifacts are uncovered or discovered during the execution of work, do not disturb the area of discovery until the Owner and Architect have been notified and the Owner has had the opportunity to evaluate found materials. 4. Protect all existing finishes, features, and components of an architectural or historic nature designated to remain in place, to be evaluated, or to be salvaged and stored for future use. a. Exercise extreme care in removing historic elements, and material of any kind attached to historic elements. b. Do not pry apart members whose finish will thereby be damaged by chipping, crazing, or cracking, or whose structural integrity will thereby be impaired. c. Do not remove nails from the finished or exposed side of existing wood. Drive nails through or pull from the back so the head does not split the finished face. d. Materials and/or fixtures scheduled to be salvaged shall be carefully removed, labeled, stored or restored and reinstalled as directed. e. Exercise extreme care when drilling, or affixing items to, historic masonry. 5. In the event of damage immediately notify the Owner and Architect and make all repairs and replacements necessary. Work must be approved by and at no cost to the Owner. NOTE: Repair of the original rather than replacement with new material may be the preferred method and must be reviewed with the Architect prior to making repairs. SAGE HALL EXTERIOR CUTTING, PATCHING 01 73 29-2 DOOR MODIFICATIONS AND REPAIRING MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 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 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 perform as intended. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operation life or safety. 1. Obtain written approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems: a. Primary operational systems and equipment b. Air or smoke barriers c. Water, moisture, or vapor barriers d. Membranes and flashings e. Fire protection systems f. Control systems g. Communication systems h. Electrical wiring systems i. Operating systems of special construction in MEP work SAGE HALL EXTERIOR CUTTING, PATCHING 01 73 29-3 DOOR MODIFICATIONS AND REPAIRING MARCH 10, 2017 CORNELL Ithaca, New C. UNIVERSITY York SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Owner's opinion, reduce the building's aesthetic qualities. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace construction which was cut and patched in a visually unsatisfactory manner at no expense to the Owner. D. Waterproofing and Water Tightness: Do not cut or alter waterproofed walls or floors or any structural members without written permission of the Owner. 1. Waterproofing and Roofing Membranes a. Employ qualified contractors to accomplish all required cutting, patching, or repairing of existing waterproofing and roofing membranes. b. Before beginning cutting, patching or repairing of existing waterproofing and roofing membranes, obtain approval of all materials, methods and contractor to be used from the Owner and agency, or agencies, holding bond or guarantee/warranty in force for membrane. 2. Water Tightness a. The Contractor shall be responsible for water tightness of product, materials, and workmanship, including work specified to be watertight and inferred by general practice to be watertight. 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 2.0 A. Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any warranties required or existing. PRODUCTS 2.1 MATERIALS A. B. Comply with the Contract Documents for each product involved. 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. SAGE HALL EXTERIOR CUTTING, PATCHING 01 73 29-4 DOOR MODIFICATIONS AND REPAIRING MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 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. 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. 1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. SAGE HALL EXTERIOR CUTTING, PATCHING 01 73 29-5 DOOR MODIFICATIONS AND REPAIRING MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 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. C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over patch and apply final paint coat over entire unbroken surface containing patch. Provide additional coats until patch blends with adjacent surfaces. 3. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: a. For continuous surfaces, refinish to nearest intersection. b. For an assembly, refinish the entire unit. 4. When patching existing plaster finished walls and partitions, the Contractor shall utilize plaster trim, lath and other metal components to match the integrity of the existing system. All plaster finishes shall match existing finishes so as to provide a uniform visual appearance. SAGE HALL EXTERIOR CUTTING, PATCHING 01 73 29-6 DOOR MODIFICATIONS AND REPAIRING MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 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. 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. SAGE HALL EXTERIOR CUTTING, PATCHING 01 73 29-7 DOOR MODIFICATIONS AND REPAIRING MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 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*** SAGE HALL EXTERIOR CUTTING, PATCHING 01 73 29-8 DOOR MODIFICATIONS AND REPAIRING MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT SECTION 01 77 00 PROJECT CLOSEOUT 1.0 GENERAL 1.1 INSPECTIONS A. Substantial Completion: 1. Within a minimum of five (5) days prior to substantial completion, when the Work has reached such a point of completion that the building or buildings, equipment and apparatus can be occupied and used for the purpose intended, the Contractor shall conduct a detailed inspection of the Work to ensure that all requirements of the Contract have been met and that the Work is complete and is acceptable. Contractor shall prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete. 2. After receipt of the Contractor's initial punch list, the Architect will make an inspection of the Work to determine that the Work is substantially complete and that requirements of the Contract have been met and that the Work is sufficiently complete and is acceptable for use. The Architect will submit a marked -up list of items to be completed and/or corrected, inclusive of the Contractor's punch list. The Architect shall prepare a Certificate of Substantial Completion, on the basis of an inspection, when the Architect has determined that the work is substantially complete. 3. A copy of the report of the inspection will be furnished to the Contractor as the inspection progresses so that the Contractor may proceed without delay with any part of the Work found to be incomplete or defective. B. Final Acceptance: 1. When the items appearing on the report of inspection have been completed or corrected, the Contractor shall so advise the Architect. After receipt of this notification and Contractor's certified list of completed items, the Owner's Representative will inform the Contractor of the date and time of final inspection. A copy of the report of the final inspection containing all remaining contract exceptions, omissions and incomplete work will be furnished to the Contractor. 2. After receipt of notification of completion and all remaining contract exceptions, omissions and incomplete work from the Contractor, the Architect will make an inspection to verify completion of the exception items appearing on the report of final inspection. SAGE HALL EXTERIOR PROJECT CLOSEOUT 01 77 00-1 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT 1.2 SUBMITTALS A. Contractor's List of Incomplete Items: Initial punch list submittal at Substantial Completion. 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor, listing by room or space number. Organize items applying to each space by major element, including categories for individual exterior face elevations, ceilings, individual walls, floors, doors, roof levels, casework, equipment, and building systems. B. Contractor's Certified List of Completed Items: Final signed punch list submittal at Final Completion. C. Certificates of Release: Occupancy permits from authorities having jurisdiction. 1.3 FINAL 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. Finished flooring shall be thoroughly cleaned in accordance with the manufacturer's recommendations. 3. Where the finish of floors has been marred or damaged in any space or area, the entire floor of that space or area shall be refinished as recommended by the manufacturers of the flooring. 4. All equipment shall be in an undamaged, bright, clean, polished and new appearing condition. 5. All new glass shall be washed and polished, both sides. The Contractor shall be responsible for all breakage of glass in the area of the Work from the commencement of its activities until the building is turned over to Owner. The Contractor shall replace all broken glass and deliver the entire building with all glazing intact and clean. 6. Refer to exterior clean up. Remove paint and glazing compound from surfaces. SAGE HALL EXTERIOR PROJECT CLOSEOUT 01 77 00-2 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT B. Clean adjacent structures and improvements of dust, dirt, and debris caused by construction operations. Return adjacent areas to condition existing before construction operations began. 1.4 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. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 77 00*** SAGE HALL EXTERIOR PROJECT CLOSEOUT 01 77 00-3 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 78 22 Ithaca, New York FIXED EQUIPMENT INVENTORY SECTION 01 78 22 FIXED EQUIPMENT INVENTORY 1.0 GENERAL 1.1 FIXED EQUIPMENT INVENTORY A. The Owner shall provide the Contractor with a list of Equipment Types to be inventoried and an Excel template. B. The Contractor shall populate the template (see Example Equipment List to be inventoried in Section 1.2). Once populated, the Contractor shall electronically return to the list to the Owner's Representative. The initial data to be captured on each piece of equipment shall include: 1. Name of Product 2. Equipment Classification 3. Manufacturer 4. Model Number 5. Serial Number 6. Cost 7. Location (including Building and Room Number) 8. Acquisition Date (Date of Installation) C. The Owner shall from the Contractor provided data create a follow-up equipment Excel template that contains the MAXIMO ID for the equipment with all the name plate and specification fields for each type of equipment. This template shall then be returned to the Contractor. D. The Contractor shall be responsible for the initial labeling of the equipment and its' disconnects with the MAXIMO ID using an electronic label maker. ID labels shall be in close proximity to Equipment Identification information, visually locatable from the access point to the equipment and on the face of disconnects. E. The Contractor shall then populate the MAXIMO Equipment Specification Template with the equipment nameplate, specification information, and warranty information. The Contractor shall electronically submit the equipment data and any related documentation (i.e. - O&M manuals) to the Owner's Representative. SAGE HALL EXTERIOR FIXED EQUIPMENT 01 78 22-1 DOOR MODIFICATIONS INVENTORY MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 78 22 Ithaca, New York FIXED EQUIPMENT INVENTORY F. EXAMPLE EQUIPMENT LIST • Building Equipment • AC Drive/VSD • Air Dryer • Backflow Preventor • Air Compressor • Building • Sprinkler • Control • Vacuum • Pump • Condensate • Glycol • CWC • HWC • Potable • Sanitary Sewer • Storm Sewer • Sump • Quality Water • Fuel • Fan • Exhaust • Supply • Return • Fume Hood • Furnace • Generator • Hot Water Heater • Heat Exchangers • Boiler • Tank • Unit Heater • Fan Coil • VAV Box • Transfer Switch • Motor • Pump • Fan • Lift/Levelers • Water Softener • Reverse Osmosis 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 78 22*** SAGE HALL EXTERIOR FIXED EQUIPMENT 01 78 22-2 DOOR MODIFICATIONS INVENTORY MARCH 10, 2017 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 personnel 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. B. Submit a CD with electronic .pdf files, upload electronic files to ePM system. 1. Electronic Copy a. The electronic version of the O&M Manual will contain all of the same content and be organized in a manner similar to the hard copy version. Electronic copies of the product data and record submittals shall be in PDF format. Drawings shall be in AutoCAD v14 or higher format. b. Provide a series of files organized in subdirectories with a summary index with hyperlinks to the various documents andor references to separate CDs that contain the information. c. When electronic submissions are made on electronic media such as CDs, six (6) copies of the electronic media shall be provided. 1.3 CONTENT OF 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. SAGE HALL EXTEIOR OPERATING AND MAINTENANCE 01 78 23-1 DOOR MODIFICATIONS DATA MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA 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. 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. SAGE HALL EXTEIOR OPERATING AND MAINTENANCE 01 78 23-2 DOOR MODIFICATIONS DATA MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA F. Original copy of each warranty, bond and service contract issued. 1. Provide information sheet for Owner's personnel, give: a. Proper procedures in the event of failure. b. Instances which might affect the validity of warranties or bonds. 1.4 MANUAL FOR MATERIALS AND FINISHES A. Submit a CD with electronic .pdf files, upload electronic files to ePM. 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. SAGE HALL EXTEIOR OPERATING AND MAINTENANCE 01 78 23-3 DOOR MODIFICATIONS DATA MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA 1.5 SUBMITTAL REQUIREMENTS A. Submit through ePM system preliminary draft of proposed formats and outlines of contents thirty (30) calendar days after approved submittals. B. Submit completed data in final form twenty (20) calendar days prior the Acceptance Phase of the Project. C. Submit specified number of copies of approved data in final form prior to final acceptance. 1.6 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. 1.7 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*** SAGE HALL EXTEIOR OPERATING AND MAINTENANCE 01 78 23-4 DOOR MODIFICATIONS DATA MARCH 10, 2017 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 warranties and bonds. B. Compile specified service and maintenance contracts. C. Co -execute submittals when so specified. D. Review submittals to verify compliance with Contract Documents. E. Submit to Architect for transmittal to Owner. 1.2 SUBMITTAL 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. Item description. 3. Notation of what the equipment serves (e.g. — Provides perimeter heat) 4. Warranty Provider. Is the warranty provided by a manufacturer or installer? 5. Finn, with name of principal and responsible party, address and telephone number. 6. Scope. 7. Duration. a. Date of beginning of warranty, bond or service and maintenance contract b. End date of warranty, bond or service and maintenance contract. SAGE HALL EXTERIOR WARRANTIES AND BONDS 01 78 36-1 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 78 36 Ithaca, New York WARRANTIES AND BONDS 8. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. Instances which might affect the validity of warranty or bond. 9. Contractor, name of responsible principal, address and telephone number. 1.3 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 (10) 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*** SAGE HALL EXTERIOR WARRANTIES AND BONDS DOOR MODIFICATIONS 01 78 36-2 MARCH 10, 2017 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. 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. 1.3 RECORDING A. Label each document "AS BUILT" in neat large printed letters. B. Record information concurrently with construction progress. 1. Do not conceal any work until required information is recorded. SAGE HALL EXTEIOR RECORD DOCUMENTS 01 78 39-1 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS 2. As built drawings shall consist of making any changes neatly and clearly on the Contract Drawings using colored ink or pencil, shall be kept current by the contractor on a day-to-day basis in concert with the progress of the work. Where applicable, the change marked on a drawing is to cavy the notation "per Change Order No. X", or similar reference which cites the reason for the change. As an alternative approach the Contractor can submit a plan for producing the "As -Built" drawings via electronic mark-up in Bluebeam, Adobe Professional, or other similar program as an alternative to colored pencil or ink mark-ups. Such plan shall be subject to approval of the Owner. The day-to-day construction as built drawings shall be made available to the Architect or Owner's Representative for review upon request. The "As built" drawings shall show all changes to the following areas of construction: a. Products where submittals were requested. b. Circuit (wire and raceway) size, number, and type. c. Main circuit pathways for Access ControUSecurity systems. d. Final locations of equipment and devices and power supplies. C. Specifications and Addenda Legibly mark each section to record: 1. Manufacturer, trade name, catalog number, and Supplier of each product and item of equipment actually installed. 2. Changes made by Field Order or by Change Order. 1.4 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. SAGE HALL EXTEIOR RECORD DOCUMENTS 01 78 39-2 DOOR MODIFICATIONS MARCH 10, 2017 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 78 39*** SAGE HALL EXTEIOR RECORD DOCUMENTS 01 78 39-3 DOOR MODIFICATIONS MARCH 10, 2017 TECHNICAL SPECIFICATIONS FOR SAGE HALL EXTERIOR DOOR MODIFICATIONS CORNELL UNIVERSITY ITHACA, NEW YORK CORNELL UNIVERSITY SECTION 02 41 19 Ithaca, New York SELECTIVE DEMOLITION SECTION 02 41 19 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 SUMMARY A. The work to be done under this section includes all equipment, labor, materials, and accessories required for the furnishing, setting in place, and completion of selective demolition shown on the Drawings or called for in the Project Manual including but not limited to: 1. Demolition and removal of selected portions of building related to exterior door modifications. 2. Salvage of selected elements related to exterior door modifications. a. Scheduled to return to Owner. b. Scheduled for reinstallation. B. Related Requirements: 1. Section 01 35 29 "General Health & Safety" for hazardous materials. 2. Section 01 74 00 "Construction Waste Management" for disposal of waste. 1.2 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. 1. Historic door pulls shall be turned over to the Owner if not scheduled for reinstallation. 2. Door hardware, including bronze thresholds, shall be turned over to the Owner. B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner. 1. Carefully salvage in a manner to prevent damage and promptly return to Owner. 1.3 INFORMATIONAL SUBMITTALS Proposed Protection Measures: Submit report that indicates the measures proposed for protecting individuals and property for dust and noise control. Indicate proposed locations and construction of barriers. B. Schedule of selective demolition activities with starting and ending dates for each activity. SAGE HALL SELECTIVE DEMOLITION EXTERIOR DOOR MODIFICATIONS Bero Architecture 024119-1 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 02 41 19 Ithaca, New York SELECTIVE DEMOLITION 1.4 FIELD CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Hazardous Materials: Except as noted below, it is not expected that hazardous materials will be encountered in the Work. 1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. E. The following documents were performed for the Owner to survey for potential hazardous materials; REFER TO SECTION 01 35 29 "GENERAL HEALTH & SAFETY.": Sage Hall Exterior Door Modifications Project — Asbestos Bulk Sampling, Bulk Sample Report, dated February 6, 2017 by Delta Engineers, Architects, & Land Surveyors. a. Abatement of asbestos -containing glazing materials at Doors G shall be part of Project. 2. Limited Pre -Renovation Lead -Based Paint Survey Report for Sage Hall Exterior Door Modifications Project, dated February 2, 2017 by Delta Engineers, Architects, & Land Surveyors. a. Removal of lead-based paint shall be part of Project. 3. PCB Caulk Sampling Report for Sage Hall Exterior Door Modifications Project, dated February 2, 2017 by Delta Engineers, Architects, & Land Surveyors. a. No PCB's detected in Report. F. Storage or sale of removed items or materials on-site is not permitted. G. Arrange selective demolition schedule so as not to interfere with Owner's operations. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. SAGE HALL SELECTIVE DEMOLITION EXTERIOR DOOR MODIFICATIONS Bero Architecture 024119-2 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 02 41 19 Ithaca, New York SELECTIVE DEMOLITION B. Standards: Comply with ASSE A10.6 and NFPA 241. PART 3 - EXECUTION 3.1 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. 3.2 PROTECTION A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. B. Remove temporary barricades and protections where hazards no longer exist. 3.3 SELECTIVE DEMOLITION A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 3. Dispose of demolished items and materials promptly. Comply with requirements in Section 01 74 00 "Construction Waste Management." B. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. C. Removed and Salvaged Items: EXISTING DOOR HARDWARE. 1. Clean salvaged historic door pulls. 2. Pack or crate items after cleaning. Identify contents of containers. Protect from damage. 3. Store items in a secure area until delivery to Owner. D. Salvaged and Reinstalled Items: EXISTING HISTORIC EXTERIOR DOOR PULLS. 1. Clean and repair items to functional condition adequate for intended reuse. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during storage. SAGE HALL SELECTIVE DEMOLITION EXTERIOR DOOR MODIFICATIONS Bero Architecture 024119-3 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 02 41 19 Ithaca, New York SELECTIVE DEMOLITION 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. 3.4 CLEANING A. Remove demolition waste materials from Project site. 1. Do not allow demolished materials to accumulate on-site. 2. Comply with requirements specified in Section 01 74 00 "Construction Waste Management." B. Burning: Do not burn demolished materials. C. 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 02 41 19 SAGE HALL SELECTIVE DEMOLITION EXTERIOR DOOR MODIFICATIONS Bero Architecture 024119-4 MARCH 10, 2017 CORNEL1 v hark, New° or®I " 4 T ON FIRESTOPPIND 'ION 07 84 1 PENET T "1 N FIRES" " ' PING PART 1 - GiRL lrn or . to be done and r Chi sex is rx irr lud s rail yrtil rrr r t, lar(aor,and at ess rri s " pair d and col of penetration Iii stows r i� lrcr to t` ilt Dm rial s or call :d f i° in i rr Pr°r le angel incirtding but nth limited to: Pntrrrtratticrrrs in F"ssrda 'rttraitirns it Ixcrr irrntal ssrrrlrlirr, .2 ACTION SUBMITTALS rdrrdt tartars I rrr adlr type trf product PAR` 2 - RODUCTS 1 2. PENE R "1I NF RFSit PING T: f rac tration :Fu strrlrping ystrSys#rirrr tlrart trt ist spr wad of f r , passage crfsnutl rirrrad rstl t arrrd na rirrtnirr crri marl fir ur r.sist rtt r'ttt n of eoastrFtrr ticrrr penetrated. I'crrr tr°artitrn it strri'Ting sysi.lrtrtihlc ith ern arrrother, vi t r the substrates firt rritr operrirr s, arnd witlr lr ra trartin it nrs if ny 9atrrrrirrtrrrr . bile.t ter t;crnrpiittnte with r�riairrirrrtts, larcridcm irrraclrrr try crrr rrf' fire follrr� Proie Pr C. Pur tr :ticarrs its lire- sistetrtr .-Rated allar. Pdrtetrrtion fire determined 1a tx T rl I l crr lilt 1479,1 sd on t 0511 -inch vrt: systcirrs with rr" ssr r differed.. Not 1t ss ilrartr the firs resist rrr r°a tin of eonstrrrr ti srrrs r nen aced. 'c.artrat'tirrrs rr Elcrti;rrrtl Assruirrirlisa Icrrtrartitrrr fir° 1trlrpin syst.ri°ts with raxrin l i rrrritrnd Ir r A `Iwle 1 814 rrr Ills 1479, lrrrs cl on t sting rrt ar positive pr ssut iff r .ntiil 101 C �l tirr t t l arst rrrrc crus, b t, rrcrt 1 ss tlaartt tlr firs r° ist rr r rartirr 01 ron tare pet artcd, N `F A ON FIRESLOPPING 07 84 1 -1 EX"I'Ia filDO f I°I.TIN trer.�lac�€�t. I,I:I 1t 017 CORNELL UNIVERSITY SECTION 07 84 13 Ithaca, New York PENETRATION FIRESTOPPING E. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and to maintain ratings required. Use only those components specified by penetration firestopping system manufacturer and approved by qualified testing and inspecting agency for conditions indicated. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for opening configurations, penetrating items, substrates, and other conditions affecting performance of the Work. B. General: Install penetration firestopping systems to comply with manufacturer's written installation instructions and published drawings for products and applications. C. Install forming materials and other accessories of types required to support fill materials during their application and in the position needed to produce cross-sectional shapes and depths required to achieve fire ratings. 1. After installing fill materials and allowing thein to fully cure, remove combustible forming materials and other accessories not forming permanent components of firestopping. D. Install fill materials by proven techniques to produce the following results: 1. Fill voids and cavities formed by openings, forming materials, accessories and penetrating items to achieve required fire -resistance ratings. 2. Apply materials so they contact and adhere to substrates.. 3. For fill materials that will remain exposed after completing the Work, finish to produce smooth, uniform surfaces that are flush with adjoining finishes. 3.2 IDENTIFICATION A. Penetration Identification: Identify each penetration firestopping system with legible metal or plastic labels. Attach labels permanently to surfaces adjacent to and within 6 inches of penetration firestopping system edge so labels are visible to anyone seeking to remove penetrating items or firestopping systems. Use mechanical fasteners or self -adhering -type labels with adhesives capable of permanently bonding labels to surfaces on which labels are placed. Include the following information on labels: 1. The words "Warning - Penetration Firestopping - Do Not Disturb. Notify Building Management of Any Damage." 2. Contractor's name, address, and phone number. 3. Designation of applicable testing and inspecting agency. 4. Date of installation. 5. Manufacturer's name. END OF SECTION 07 84 13 SAGE HALL PENETRATION FIRESTOPPING EXTERIOR DOOR MODIFICATIONS Bero Architecture 078413-2 MARCH 10, 017 CORNELL UNIVERSITY SECTION 07 92 00 Ithaca, New York JOINT SEALANTS SECTION 07 92 00 - JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY A. The work to be done under this section includes all equipment, labor, materials, and accessories required for the furnishing, setting in place, and completion of joint sealants shown on the Drawings or called for in the Project Manual including but not limited to: 1. Nonstaining silicone joint sealants. 2. Urethane joint sealants. 3. Mildew -resistant joint sealants. 1.2 ACTION SUBMITTALS A. Product Data: For each joint -sealant product. B. Samples: For each kind and color of joint sealant required. 1. Provide sample sticks for final color selections. PART 2 - PRODUCTS 2.1 NONSTAINING SILICONE JOINT SEALANTS A. Nonstaining Joint Sealants: No staining of substrates when tested according to ASTM C 1248. B. Silicone, Nonstaining, S, NS, 50, NT: Nonstaining, single -component, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral -curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 50, Use NT. C. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Dow Corning Corporation. 2. GE Construction Sealants; Momentive Performance Materials Inc. 3. May National Associates, Inc.; a subsidiary of Sika Corporation. 4. Pecora Corporation. 5. Sika Corporation; Joint Sealants. 6. Tremco Incorporated. SAGE HALL JOINT SEALANTS EXTERIOR DOOR MODIFICATIONS hero Architecture 07 92 00 - 1 MARCH 10, 017 CORNELL UNIVERSITY SECTION 07 92 00 Ithaca, New York JOINT SEALANTS 2.2 URETHANE JOINT SEALANTS A. Urethane, M, NS, 50, T, NT: Multicomponent, nonsag, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade NS, Class 50, Uses T and NT. B. Products: Subject to compliance with requirements, provide the following or comparable approved by Owner and Architect: 1. Tremco Incorporated; Dymeric 240. 2.3 MILDEW -RESISTANT JOINT SEALANTS A. Acrylic Latex: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. BASF Corporation; Construction Systems. 2. May National Associates, Inc.; a subsidiary of Sika Corporation. 3. Pecora Corporation. 4. Sherwin-Williams Company (The). 5. Tremco Incorporated. 2.4 JOINT -SEALANT BACKING A. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed -cell material with a surface skin), Type 0 (open -cell material), Type B (bicellular material with a surface skin) or any of the preceding types, as approved in writing by joint -sealant manufacturer for joint application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. B. Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer. 2.5 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint -sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined by manufacturer's written instructions. B. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. SAGE HALL JOINT SEALANTS EXTERIOR DOOR MODIFICATIONS acro Architecture 079200-2 MARCH 10, 017 CORNELL UNIVERSITY SECTION 07 92 00 Ithaca, New York JOINT SEALANTS PART 3 - EXECUTION 3.1 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint -sealant manufacturer's written instructions and the following requirements: B. Joint Priming: Prune joint substrates where recommended by joint -sealant manufacturer or as indicated by preconstruction joint -sealant -substrate tests or prior experience. C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces. 3.2 INSTALLATION OF JOINT SEALANTS A. General: Comply with ASTM C 1193 and joint -sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. C. Install bond -breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. D. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants to fonn smooth, uniform beads of configuration indicated. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 1. Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated. SAGE HALL JOINT SEALANTS EXTERIOR DOOR MODIFICATIONS Bero Architecture 07 92 00 - 3 MARCH 10, 017 CORNELL UNIVERSITY SECTION 07 92 00 Ithaca, New York JOINT SEALANTS 3.3 JOINT -SEALANT SCHEDULE A. Joint -Sealant Application: Exterior joints in horizontal traffic surfaces. 1. Joint Locations: a. Joints in stone paving units. b. Joints between different materials and exterior thresholds. 2. Joint Sealant: Urethane, M, NS, 50, T, NT. 3. Joint -Sealant Color: As selected by Architect from manufacturer's full range of colors. B. Joint -Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: a. Exterior wood casing to brick masonry joint. 2. Joint Sealant: Silicone, nonstaining, S, NS, 50, NT. 3. Joint -Sealant Color: As selected by Architect from manufacturer's full range of colors. C. Joint -Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces not subject to significant movement. 1. Joint Locations: a. Perimeter joints between interior wall surfaces and frames of interior doors, windows, and miscellaneous items. 2. Joint Sealant: Acrylic latex, Type OP, Grade NF. 3. Joint -Sealant Color: As selected by Architect from manufacturer's full range of colors. END OF SECTION 07 92 00 SAGE HALL JOINT SEALANTS EXTERIOR DOOR MODIFICATIONS Bero Architecture 079200-4 MARCH 10, 017 CORNELL UNIVERSITY SECTION 08 14 00 Ithaca, New York WOOD DOORS SECTION 08 14 00 - WOOD DOORS PART 1 - GENERAL 1.1 SUMMARY A. The work to be done under this section includes all equipment, labor, materials, and accessories required for the furnishing, setting in place, and completion of wood doors shown on the Drawings or called for in the Project Manual including but not limited to: 1. Exterior framed, ledged, and cross -braced doors. a. Doors A and D. 2. Priming and finishing framed, ledged, and cross -braced wood doors. 3. Fitting wood doors to frames and machining for hardware. B. Related Requirements: 1. Section 08 14 13 "Stile and Rail Wood Doors" for stile and rail wood doors. 2. Section 08 21 00 "Wood Door Restoration" for repairs to existing wood doors. 3. Section 08 71 00 "Door Hardware" for door hardware. 4. Section 08 80 00 "Glazing" for glass panels. 5. Section 09 91 00 "Painting" for priming and finishing of doors. 6. Section28 13 16 "Electronic Safety and Security Systems" for access control system. 1.2 ACTION SUBMITTALS A. Shop Drawings: For framed, ledged, and cross -braced doors. Indicate location, size, and hand of each door; elevation of each kind of door; construction details; and other pertinent data. 1. Drawings shall indicate coordination with requirements of builder's door hardware and electronic security installations. 2. Drawings shall indicate any changes to construction documents. 3. Drawings shall indicate methods of construction. B. Samples: Represent typical range grain for lumber specified. 1. Minimum 12 -inch by 12 -inch sample of lumber for frames/ledges. a. Sample shall show chamfered edge and transition to plain stop. b. Provide sample of beaded board in same size. 1.3 QUALITY ASSURANCE A. Fabricator: Engage approved, specified fabricator, no substitutions. SAGE HALL WOOD DOORS EXTERIOR DOOR MODIFICATIONS Bero Architecture 081400-1 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 14 00 Ithaca, New York WOOD DOORS B. Door Hardware Coordination: Door hardware not provided by the wood door manufacturer shall be delivered to the door fabrication shop for verification of fit with all components and trial installation. Door hardware shall be carefully re -packaged and returned with the door shipment to the project site. 1. Door templates ONLY are not acceptable. 1.4 WARRANTY A. Special Warranty: Provide warranty in which fabrication shop agrees to repair or replace doors that fail in workmanship, or have warped (bow, cup or twist) more than 1/4 -inch width by 96 - inch height, that are properly maintained in accordance with fabrication shop requirements. Warranty shall also include finishing that may be required due to repair or replacement of defective doors. 1. Warranty shall be in effect during the following period of tune from date of delivery: a. Three (3) years. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Use only materials that comply with referenced standards and other requirements specified. Assemble exterior doors with wet -use adhesives. 2.2 EXTERIOR FRAMED LEDGED BRACED AND BATTEN WOOD DOORS A. Exterior Framed Ledged Braced and Batten Wood Doors [Type A and D]: Exterior custom doors complying with the AWI's, AWMAC's, and WI's "Architectural Woodwork Standards." 1. Basis of Design: Door E shall be the basis of design for detailing of Doors A and D. Door E is known to be original to building construction. The light was added in the 1998 building renovation. 2. Fabricators: Subject to compliance with requirements, provide products by one of the following; no substitutions allowed: a. Chautauqua Woods Fine Doors & Entryways. b. E.F. Thresh Inc. c. Heartwood Fine Windows and Doors. 3. Grade: Premium. 4. Finish: Opaque. SAGE HALL WOOD DOORS EXTERIOR DOOR MODIFICATIONS Bero Architecture 081400-2 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 14 00 Ithaca, New York WOOD DOORS 5. Wood Species and Cut for Opaque Finish: a. South American Mahogany (Swietenia Macrophylla). b. African Mahogany (Khaya Iyorensis). c. Quarter -sawn. d. Moisture Content: Between 7 and 9 percent at time of fabrication. 6. 2 -Ply Door Construction for Opaque Finish: 2 -1/4 -inch thickness. a. Exterior ply consists of: 1) Frame (Stile and Rail Construction): Clear lumber. 2) Cross -braces: Clear lumber. a) Thickness: 1 -1/2 -inch. b) Chamfer with plain stop. b. Interior ply consists of: 1) Tongue and groove batten boards. a) Size: 3/4 -inch by 3 -1/2 -inch. b) Interior face: Beaded. Provide center bead as shown on Drawings. c) Exterior face: Chamfer at groove ("V" groove). 7. Glass [Door D]: Uncoated, clear, laminated glass made from two lites of 3.0 -mm -thick annealed glass complying with Section 08 80 00 "Glazing." a. No glazing: [Door A]. 2.3 MISCELLANEOUS MATERIALS A. Adhesive: Exterior Type I, waterproof, two -component catalyzed adhesive. B. Brass cap for door head, including accessories, clips, and fasteners. C. Penetrating epoxy or linseed oil based sealer for bottoms and tops of doors. 2.4 FRAMED, LEDGED AND CROSS -BRACED WOOD DOOR FABRICATION A. Fabricate stile and rail wood doors in sizes indicated for field fitting. B. Solid Lumber Construction: Solid lumber only, no veneer surfaces permitted. Wood shall be one piece, full length of member with no end jointing. Components shall be adhered with full coverage of waterproof adhesive, cured under pressure. 1. Wood edges shall be eased unless required by profile. No chipouts or tears permitted. 2. Joints and reveals shall be tightly fit. The use of joint fillers of any type is not permitted. 3. Bevel lock and hinge edges 1/8 -inch in 2 -inches. SAGE HALL WOOD DOORS EXTERIOR DOOR MODIFICATIONS Bero Architecture 08 14 00 - 3 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 14 00 Ithaca, New York WOOD DOORS C. Before finishing, members and components shall be shop assembled. 1. Door hardware not furnished by door manufacturer shall be delivered to shop and verified for operation and fit. D. Door Frame — Exterior Ply: Provide mortise and tenon joinery for frame construction. Mechanical fasteners are not allowed. E. Boards — Interior Ply: Provide for expansion of beaded boards during assembly. 1. Prime all surfaces, including tongue and groove of beaded boards prior to assembly. OR seal before assembly with sealer. 2. Provide foam sealant to maintain panels in place and allow for expansion. 3. Adhere and clamp batten boards to frame construction. F. Shop machine doors for hardware that is not surface applied. 1. Coordinate requirements of Section 08 71 00 "Door Hardware" and Section 28 13 16 "Electronic Safety and Security Systems." G. Glazed Openings: Trim openings indicated for glazing with solid wood moldings, with one side removable. Miter wood moldings at coiner joints. 1. Stop: Profile (one side) as per Drawings. H. Exterior Doors: Shop treat exterior doors after fabrication with water-repellent preservative to comply with WDMA I.S.4. 1. Top and bottom edges of doors shall be treated with penetrating epoxy. 2. Provide brass cap to cover top of door; coordinate installation methods with Owner and Architect. 2.5 SHOP PRIMING A. Doors for Opaque Finish: Shop prime faces, all four edges, edges of cutouts, and mortises with one coat of wood primer specified in Section 09 91 00 "Painting." 1. Prime all mating faces and edges during fabrication before clamping for adhering; including back of ledges and tongue and grooves. 2. Sand with 220 -grit sandpaper to prepare for finish coats. 2.6 FINISHING A. Doors for Opaque Finish: Shop finish faces, all four edges, edges of cutouts, and mortises with two coats of wood finish coats specified in Section 09 91 00 "Painting." 1. Touch up final coat in field following installation and adjusting. SAGE HALL WOOD DOORS EXTERIOR DOOR MODIFICATIONS Hero Architecture 08 14 00 - 4 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 14 00 Ithaca, New York WOOD DOORS PART 3 - EXECUTION 3.1 INSTALLATION A. Hardware: For installation, see Section 08 71 00 "Door Hardware." B. Installation Instructions: Install doors to comply with referenced quality standard, and as indicated. 1. Examine doors and existing frames, with Installer present, for suitable conditions prior to installation. 2. Proceed with installation only when unsatisfactory conditions have been corrected. C. Job -Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer. Machine doors for hardware. Seal edges of doors, edges of cutouts, and mortises after fitting and machining. 1. Clearances: Provide 1/8 inch at heads, jambs, and between pairs of doors. Provide 3/8 inch from bottom of door to top of threshold unless otherwise indicated. 2. Bevel doors 1/8 inch in 2 inches at lock and hinge edges. 3.2 ADJUSTING A. Operation: Rehang or replace doors that do not swing or operate freely. 1. Touch up final coat in field following installation and adjusting. END OF SECTION 08 14 00 SAGE HALL WOOD DOORS EXTERIOR DOOR MODIFICATIONS Bero Architecture 081400-5 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 14 33 Ithaca, New York STILE AND RAIL WOOD DOORS SECTION 08 14 33 - STILE AND RAIL WOOD DOORS PART 1 - GENERAL 1.1 SUMMARY A. The work to be done under this section includes all equipment, labor, materials, and accessories required for the furnishing, setting in place, and completion of stile and rail wood doors shown on the Drawings or called for in the Project Manual including but not limited to: 1. Exterior stile and rail wood doors. a. Doors C and H. 2. Priming and finishing stile and rail wood doors. 3. Fitting stile and rail wood doors to frames and machining for hardware. B. Related Requirements: 1. Section 08 14 00 "Wood Doors" for framed, ledged, and cross -braced doors. 2. Section 08 21 00 "Wood Door Restoration" for repairs to existing wood doors. 3. Section 08 71 00 "Door Hardware" for door hardware. 4. Section 08 80 00 "Glazing" for glass panels. 5. Section 09 91 00 "Painting" for priming and finishing of doors. 6. Section28 13 16 "Electronic Safety and Security Systems" for access control system. 1.2 ACTION SUBMITTALS A. Shop Drawings: For stile and rail wood doors. Indicate location, size, and hand of each door; elevation of each kind of door; construction details; and other pertinent data. 1. Drawings shall indicate coordination with requirements of builder's door hardware and electronic security installations. 2. Drawings shall indicate any changes to construction documents. 3. Drawings shall indicate methods of construction. B. Samples: Represent typical range grain for lumber specified. 1. Minimum 12 -inch by 12 -inch sample of lumber for stiles and rails. 1.3 QUALITY ASSURANCE A. Fabricator: Engage approved, specified fabricator, no substitutions. SAGE HALL STILE AND RAIL WOOD DOORS EXTERIOR DOOR MODIFICATIONS hero Architecture 081433-1 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 14 33 Ithaca, New York STILE AND RAIL WOOD DOORS B. Door Hardware Coordination: Door hardware not provided by the wood door manufacturer shall be delivered to the door fabrication shop for verification of fit with all components and trial installation. Door hardware shall be carefully re -packaged and returned with the door shipment to the project site. 1. Door templates ONLY are not acceptable. 1.4 WARRANTY A. Special Warranty: Provide warranty in which fabrication shop agrees to repair or replace doors that fail in workmanship, or have warped (bow, cup or twist) more than 1/4 -inch width by 96 - inch height, that are properly maintained in accordance with fabrication shop requirements. Warranty shall also include finishing that may be required due to repair or replacement of defective doors. 1. Warranty shall be in effect during the following period of time from date of delivery: a. Three (3) years. PART 2- PRODUCTS 2.1 MATERIALS A. General: Use only materials that comply with referenced standards and other requirements specified. Assemble exterior doors with wet -use adhesives. 2.2 EXTERIOR STILE AND RAIL WOOD DOORS A. Exterior Stile and Rail Wood Doors [Type C]: Exterior custom doors complying with the AWI's, AWMAC's, and WI's "Architectural Woodwork Standards." 1. Fabricators: Subject to compliance with requirements, provide products by one of the following: a. Chautauqua Woods Fine Doors & Entryways. b. E.F. Thresh Inc. c. Heartwood Fine Windows and Doors. 2. Grade: Premium. 3. Finish: Opaque. 4. Wood Species and Cut for Opaque Finish: a. South American Mahogany (Swietenia Macrophylla). b. African Mahogany (Khaya lyorensis). c. Quarter -sawn. d. Moisture Content: Between 7 and 9 percent at time of fabrication. SAGE HALL STILE AND RAIL WOOD DOORS EXTERIOR DOOR MODIFICATIONS Bero Architecture 081433-2 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 14 33 Ithaca, New York STILE AND RAIL WOOD DOORS 5. Door Construction for Opaque Finish: a. Stile and Rail Construction: Clear lumber; 2 -piece face laminated solid. 1) Thickness: 2 -1/4 -inches. 2) Grain direction parallel to longest dimension of rail and stile. b. Raised -Panel Construction: Solid raised panel construction or 2 -ply lumber raised panel construction. 1) Raised -Panel Thickness: 2-1/4 inches. 2.3 EXTERIOR STILE AND RAIL WOOD DOORS A. Exterior Stile and Rail Wood Doors [Type H]: Exterior custom doors complying with the AWI's, AWMAC's, and WI's "Architectural Woodwork Standards." 1. Fabricators: Subject to compliance with requirements, provide products by one of the following: a. Chautauqua Woods Fine Doors & Entryways. b. E.F. Thresh Inc. c. Heartwood Fine Windows and Doors. 2. Grade: Premium. 3. Finish: Opaque. 4. Wood Species and Cut for Opaque Finish: a. South American Mahogany (Swietenia Macrophylla). b. African Mahogany (Khaya Iyorensis). c. Quarter -sawn. d. Moisture Content: Between 7 and 9 percent at time of fabrication. 5. Door Construction for Opaque Finish: a. Stile and Rail Construction: Clear lumber; 2 -piece face laminated solid 1) Thickness: 2 -1/4 -inches. 2) Grain direction parallel to longest dimension of rail and stile. b. Flat -Panel Construction: Panel product, tongue and groove beaded board, (2) plies laminated solid. 1) Panel: Tongue and groove, beaded board panel; 5/8 -inch by 2 -1/4 -inch (width). 6. Glass: Uncoated, clear, laminated glass made from two lites of 3.0 -min -thick annealed glass complying with Section 08 80 00 "Glazing." a. Stop: Moulded stop (one side) as per Drawings. SAGE HALL STILE AND RAIL WOOD DOORS EXTERIOR DOOR MODIFICATIONS Bero Architecture 081433-3 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 14 33 Ithaca, New York STILE AND RAIL WOOD DOORS 2.4 MISCELLANEOUS MATERIALS A. Adhesive: Exterior Type I, waterproof, two -component catalyzed adhesive. B. Brass cap for door head, including accessories, clips, and fasteners. C. Penetrating epoxy or linseed oil based sealer for bottoms and tops of doors. 2.5 STILE AND RAIL WOOD DOOR FABRICATION A. Fabricate stile and rail wood doors in sizes indicated for field fitting. 1. Clearances: Provide 1/8 inch at heads, jambs, and between pairs of doors. Provide not more than 3/8 inch from bottom of door to top of threshold. B. Shop machine doors for hardware that is not surface applied. 1. Coordinate requirements of Section 08 71 00 "Door Hardware" and Section 28 13 16 "Electronic Safety and Security Systems." C. Solid Lumber Construction: Solid lumber only, no veneer surfaces permitted. Wood shall be one piece, full length of member with no end jointing. Components shall be adhered with full coverage of waterproof adhesive, cured under pressure. 1. Wood edges shall be eased unless required by profile. No chipouts or tears pennitted. 2. Joints and reveals shall be tightly fit. The use of joint fillers of any type is not permitted. D. Before finishing, members and components shall be shop assembled. 1. Door hardware not furnished by door manufacturer shall be delivered to shop and verified for operation and fit. E. Door Stiles and Rails: Solid plank members sawn into 2 or 3 pieces, reversed and edge glued creating reverse grain construction. 1. Joinery: Provide mortise and tenon joinery for stile and rail construction. Mechanical fasteners are not allowed. 2. Bevel doors 1/8 inch in 2 inches at lock and hinge edges. F. Door Panels: Double panel construction comprised of separate free floating interior and exterior solid lumber edge glued panels, permitting independent movement. 1. Door C: Flush raised panel, solid lumber edge glued construction. a. Thickness: Match stile and rail thickness of 2 -1/4 -inch. b. Seal backside of panels with linseed oil-based water resistant sealer, including panel edges and end grains. c. Provide butyl coated closed cell foam chord to maintain panels in place and allow for expansion. SAGE HALL STILE AND RAIL WOOD DOORS EXTERIOR DOOR MODIFICATIONS Bero Architecture 081433-4 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 14 33 Ithaca, New York STILE AND RAIL WOOD DOORS 2. Door H: Provide for expansion of beaded boards during assembly. a. Prune all surfaces, including tongue and groove of beaded boards prior to assembly. OR seal before assembly with sealer. b. Provide butyl coated closed cell foam chord to maintain panels in place and allow for expansion. G. Shop machine doors for hardware that is not surface applied. 1. Coordinate requirements of Section 08 71 00 "Door Hardware" and Section 28 13 16 "Electronic Safety and Security Systems." H. Glazed Openings: Trim openings indicated for glazing with solid wood moldings, with one side removable. Miter wood moldings at corner joints. I. Exterior Doors: Shop treat exterior doors after fabrication with water-repellent preservative to comply with WDMA I.S.4. 1. Top and bottom edges of doors shall be treated with penetrating epoxy. 2. Provide brass cap; coordinate installation methods with Owner and Architect. 2.6 SHOP PRIMING A. Doors for Opaque Finish: Shop prime faces, all four edges, edges of cutouts, and mortises with one coat of wood primer specified in Section 09 91 00 "Painting." 1. Prime all mating faces and edges during fabrication before clamping for adhering; including back of ledges and tongue and grooves. 2. Sand with 220 -grit sandpaper to prepare for finish coats. 2.7 FINISHING A. Doors for Opaque Finish: Shop finish faces, all four edges, edges of cutouts, and mortises with two coat of wood finish coats specified in Section 09 91 00 "Painting." 1. Touch up final coat in field following installation and adjusting. PART 3 - EXECUTION 3.1 INSTALLATION A. Hardware: For installation, see Section 08 71 00 "Door Hardware." B. Installation Instructions: Install doors to comply with referenced quality standard, and as indicated. 1. Examine doors and existing frames, with Installer present, for suitable conditions prior to installation. SAGE HALL STILE AND RAIL WOOD DOORS EXTERIOR DOOR MODIFICATIONS Bero Architecture 081433-5 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 14 33 Ithaca, New York STILE AND RAIL WOOD DOORS 2. Proceed with installation only when unsatisfactory conditions have been corrected. C. Job -Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer. Machine doors for hardware. Seal edges of doors, edges of cutouts, and mortises after fitting and machining. 1. Clearances: Provide 1/8 inch at heads, jambs, and between pairs of doors. Provide 3/8 inch from bottom of door to top of threshold unless otherwise indicated. 2. Bevel doors 1/8 inch in 2 inches at lock and hinge edges. 3.2 ADJUSTING A. Operation: Rehang or replace doors that do not swing or operate freely. 1. Touch up final coat in field following installation and adjusting. END OF SECTION 08 14 33 SAGE HALL STILE AND RAIL WOOD DOORS EXTERIOR DOOR MODIFICATIONS Bero Architecture 081433-6 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 21 00 Ithaca, New York WOOD DOOR RESTORATION SECTION 08 21 00 — WOOD DOOR RESTORATION PART 1 - GENERAL 1.1 SUMMARY A. The work to be done under this section includes all equipment, labor, materials, and accessories required for the furnishing, setting in place, and completion of wood door restoration shown on the Drawings or called for in the Project Manual including but not limited to: 1. Repairs to wood doors and frames. a. Doors E and G — Operable doors. b. Doors B and F — Fixed doors. 2. Replacements and repairs to wood casings and wood sill. 3. Preparing existing wood doors and frames for hardware. B. Related Requirements: 1. Section 01 35 29 "General Health & Safety" for hazardous materials. 2. Section 08 80 00 "Glazing" for replacement glazing. 3. Section 09 91 00 "Painting" for preparation and finishing of wood doors. 4. Section 28 13 16 "Electronic Safety and Security Systems" for access control systems. 1.2 ACTION SUBMITTALS A. Product Data: For each type of wood repair product. 1.3 STORAGE AND PROTECTION A. All materials when delivered to the site shall be so stored to ensure proper drainage, ventilation and protection from the elements. B. Take all necessary precautions to protect all property and materials (whether subject to the work of this Section or not) from harm and damage associated with the work of this Section. PART 2- PRODUCTS 2.1 FINISH CARPENTRY AND MILLWORK MATERIALS A. Replacement Wood Members: 1. Finish and Grade: Opaque and Premium. 2. Wood Species and Cut: SAGE HALL WOOD DOOR RESTORATION EXTERIOR DOOR MODIFICATIONS Bero Architecture 082100-1 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 21 00 Ithaca, New York WOOD DOOR RESTORATION a. South American Mahogany (Swietenia Macrophylla). b. African Mahogany (Khaya Iyorensis). c. Quarter -sawn. B. Wood Patching Materials: 1. Wood Pretreatment: Ready -to -use product designed for hardening and sealing soft fibers of wood materials that have deteriorated due to weathering and exposure and designed specifically to enhance the bond of wood patching compound to existing wood. a. Available Products: 1) Abatron, Inc.; Liquidwood. 2) Advanced Repair Technology; Primatrate. 3) Wood Care Systems; Liquid TIMBR. 2. Wood Patching Compound: 2 -part epoxy -resin wood compound with a 10- to 15 -minute cure at 70 deg F, in knife grade formulation and recommended by manufacturer for type of wood repair indicated. Compound shall be designed for filling damaged wood materials that have deteriorated due to weathering and exposure. Compound shall be capable of filling deep holes and capable of spreading to feather edge. a. Available Products: 1) Abatron, Inc.; Liquidwood with WoodEpox. 2) Advanced Repair Technology; Primatrate with Flex -Tec HV. 3) Wood Care Systems; Liquid TIMBR with TIMBR Flex. C. Miscellaneous Materials: Adhesives for Door Fabrication and Repair shall be non -staining waterproof, aliphatic resin -type glue. a. Crosslinkable polyvinyl acetate resin emulsions, Type I. 2. Fasteners: Provide all new brass screws to match existing. Silicon bronze at weatherboard installation at exterior face of door bottoms. 3. Brass cap, including accessories and clips for door head. 4. Water Repellent Preservative: Conform to requirements of NWWDA Industry Standard I.S. 4-94 for Water Repellent Preservative Non -Pressure Treatment for Millwork. a. Preservative shall be compatible with primer and paint finish systems as specified in Section 09 91 00 "Painting." 5. Temporary Glazing: Acrylic (Plexiglass) panels, 1/8 -inch. a. Safety glazing shall be approved as Category I in accordance with CPSC 16 CFR Part 1201. SAGE HALL WOOD DOOR RESTORATION EXTERIOR DOOR MODIFICATIONS aero Architecture 082100-2 MARCH 10, 2017 CORNELL UNIVERSITY Ithaca, New York PART 3 - EXECUTION 3.1 GENERAL RESTORATION SEQUENCE A. Door scheduled for restoration: Door E — Operable door. SECTION 08 21 00 WOOD DOOR RESTORATION 1. Asbestos abatement by Owner's separate contractor. Coordinate abatement with Cornell PM. Ten (10) days advance notice is required. 2. After abatement by Owner, provide temporary glazing in existing openings. 3. Restore doors on workbench. 4. Strip paint from doors and thoroughly sand doors and frames. 5. Repair frame as scheduled; prime. 6. Install scheduled hardware and weatherstripping. 7. Install door in opening. Make final adjustments to door and hardware. 8. NOTE: Doors shall be reinstalled at the close of each workday. B. Door scheduled for restoration: Doors G — Operable doors. 1. Remove door leaf(s) for restoration on bench. 2. Strip paint from doors and thoroughly sand doors and frames. 3. Repair frame as scheduled; prime. 4. Install scheduled hardware and weatherstripping. 5. Install door in opening. Make final adjustments to door and hardware. 6. NOTE: Doors shall be reinstalled at the close of each workday. C. Door scheduled for restoration: Doors B and F — In-situ restoration. 1. Refer to Section 09 91 00 "Painting" for proper preparation and finishing processes. 3.2 FRAME RESTORATION A. Preparation: 1. Remove all dirt and debris from frame. 2. Remove extraneous nails, staples, hooks, etc. from wood trim and frame. 3. Remove all loose paint from wood elements by scraping and sanding to featheredge joints between existing paint and bare wood. a. At Door C: Strip (wet method) paint from existing opening as scheduled in Section 09 91 00 "Painting." b. All wood members scheduled for epoxy consolidation shall be stripped to bare wood. B. Wood Repairs: 1. Repair wood members by pretreating and filling with patching compounds or by replacing with new members spliced into existing wood members. SAGE HALL WOOD DOOR RESTORATION EXTERIOR DOOR MODIFICATIONS Bero Architecture 082100-3 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 21 00 Ithaca, New York WOOD DOOR RESTORATION 2. Patch wood members that have been damaged and exhibit depressions, holes, or similar voids, and that have limited rotted or decayed wood. Remove rotted or decayed wood down to sound wood. a. Treat wood members with wood pretreatment prior to application of patching compound according to repair and patching material manufacturer's written instructions. 3. Repair by Pretreatment and Patching Compound: a. Clean wood surfaces prior to consolidation treatment and patching. b. If rotted or soft wood remains, remove down to sound wood according to patching manufacturer's written instructions. c. Apply wood pretreatment to soft wood fibers to remain, complying with manufacturer's written instructions. Coat surface of wood with consolidation treatment by brushing, applying multiple coats until wood is saturated. Allow treatment to harden before filling void with patching compound. d. Mix only as much patching compound as can be applied according to manufacturer's written instructions. e. Apply patching compound to fill depressions, nicks, cracks, and other voids created by removed or missing wood. Apply compound in layers as recommended in writing by manufacturer until the void is completely filled. Sand patching compound smooth and flush and matching contour of existing wood member. f. Clean spilled compound from adjacent materials immediately. 3.3 Dutchman repair: A. Neatly cut out defective materials and enough sound wood to bond dutchman to existing wood with squared corners and edges. Cut dutchman to exactly fill void with exposed portion matching original profile of woodwork, and grain direction of insert to be parallel with original wood grain direction. B. Secure dutchman with waterproof adhesive and clamp in place until glue is set. If part of frame, nail dutchman in place. C. Tighten loose and open joints in frame using waterproof glue and finish nails properly countersunk. Fill all joints which cannot be closed without dismantling the door and fill all other holes in wood with non -shrinking epoxy wood filler. D. Sand to smooth surface. E. Treat all unpainted exterior and concealed wood surfaces with wood preservative. Liberally apply two coats to all surfaces. Spray treat concealed in-place head and jamb members. Allow 24 hours between coats and three (3) days prior to priming and painting, or per manufacturer's written directions. SAGE HALL WOOD DOOR RESTORATION EXTERIOR DOOR MODIFICATIONS Bero Architecture 082100-4 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 21 00 Ithaca, New York WOOD DOOR RESTORATION 3.4 DOOR REPAIRS A. For all wood millwork in the project, except for millwork scheduled for replacement, strip paint after removal of glass, or by other method of paint acceptable to the Owner and Architect. B. Inspect all components for condition. If repairs other than fillers are required, notify the Architect. C. Notify Owner and Architect if joints are loose and/or open. D. Fill all miscellaneous holes, cracks, and gouges with epoxy wood filler, whether or not indicated on drawings or in Schedule. E. Install weatherboard to exterior side of lower rail. Prepare and install door sweep in rabbet of weatherboard per Drawings. Fasten to weatherrail with silicon bronze wood screws. F. Sand to smooth surface. G. Treat all wood surfaces with wood preservative. Liberally apply two coats to all surfaces. Spray treat concealed in-place head and jamb members. Allow 24 hours between coats and three (3) days prior to priming and painting, or per manufacturer's written directions. H. Prime all surfaces and edges with one coat as per Section 09 91 00 "Painting." I. Install glass per Section 08 80 00 "Glazing." J. Paint door as per Section 09 91 00 "Painting." K. Install door with replacement hinges. Prior to installation, coordinate preparation of door hardware. Refer to Section 08 71 00 "Door Hardware" and Section 28 13 16 "Electronic Safety and Security." 1. Notify Owner and Architect if screws are loose and cannot find solid wood for installation. L. Install hardware and weatherstripping. Adjust stop and hinges for proper fit and operation. Adjust swing of doors. Plane edges of existing doors to fit properly in frames. 3.5 ADJUSTING AND CLEANING A. All surfaces not requiring finishing shall be carefully and adequately protected as required. All wrapping and other factory applied protections furnished with hardware or other items shall be maintained during finishing operations, or if displaced or removed, replaced for duration of finishing work. B. Adjust and check each operation item of hardware and each door to ensure proper operation and function. Clean finish hardware. END OF SECTION 08 21 00 SAGE HALL WOOD DOOR RESTORATION EXTERIOR DOOR MODIFICATIONS Bero Architecture 082100-5 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 71 00 Ithaca, New York DOOR HARDWARE SECTION 08 71 00 - DOOR HARDWARE PART 1 - GENERAL 1.1 SUMMARY A. The work to be done under this section includes all equipment, labor, materials, and accessories required for the furnishing, setting in place, and completion of door hardware shown on the Drawings or called for in the Project Manual including but not limited to: 1. Mechanical door hardware swinging doors. 2. Electrified access control materials. B. Related Requirements: 1. Section 08 14 00 "Wood Doors" for fabricated ledge and braced doors. 2. Section 08 14 33 "Stile and Rail Wood Doors" for fabricated stile and rail wood doors. 3. Section 08 21 00 "Wood Door Restoration" for repaired wood doors. 4. Section 28 13 16 "Electronic Safety and Security Systems" for card access systems. 1.2 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. Schedule ten (10) days in advance with Owner, Cornell University Lock Shop, and Architect. Schedule prior to start of wood door repairs and fabrication. Coordinate Conference with review of wood door shop drawings. Schedule Conference before start of wiring. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product, including installation details, material descriptions, dimensions of components and profiles, operational descriptions, templates, and finishes. B. Door Hardware Schedule: Prepared by or under supervision by supplier detailing fabrication and assembly of door hardware, as well as procedures and diagrams. Coordinate the final Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish. 1. Format: Comply with scheduling sequence and vertical format in DH1's "Sequence and Format for Hardware Schedule." 2. Organize Schedule in same order as in Door Hardware Sets at the end of Part 3, Exhibit A. 3. Content: Include the following infonnation: a. Type, style, function, size, hand, and finish of each item. b. Manufacturer of each item. c. Fastening and other pertinent installation infonnation. SAGE HALL DOOR HARDWARE 087100-1 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 71 00 Ithaca, New York DOOR HARDWARE d. Explanation of abbreviations, symbols, and codes contained in Schedule. e. Mounting locations for door hardware. f. Door and frame size and materials. g. Warranty information for each product. 4. Submittal Sequence: Submit the final Door Hardware Schedule at earliest possible date, particularly where approval of Schedule must precede fabrication of other work critical to Construction schedule. Include Product Data, Shop Drawings and other work affected by door hardware, and other information essential to the coordinated review of the Door Hardware Schedule. C. Shop Drawings: Details of electrified access control hardware indicating the following: 1. For sets that include electronic hardware, a "Theory of Operation" shall be provided for review. 2. Wiring Diagrams: Upon receipt of approved Schedule, submit detailed system wiring diagrams for power, monitoring, communication, and control of access control system electrified hardware. Differentiate between manufacturer installed and field installed wiring. Include the following: a. Elevation diagram of each unique access controlled opening showing location and interconnection of major system components with respect to their placement in respective door openings. b. Complete (risers, point-to-point) access control system block wiring diagrams. c. Wiring instructions for each electronic component scheduled herein. 3. Electrical Coordination: Coordinate with related Sections the voltages and wiring details at electrically controlled and operated hardware openings. a. Refer to Section 28 13 16 "Electronic Safety and Security Systems." 1.4 QUALITY ASSURANCE A. Installer Qualifications: Supplier of products and an employer of workers trained and approved by product manufacturers and of an Architectural Hardware Consultant who is available during the course of the Work to consult Contractor, Architect, and Owner about door hardware and keying. 1. Scheduling Responsibility: Preparation of door hardware schedule. B. Architectural Hardware Consultant Qualifications: A person who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project and who is currently certified by DHI as an Architectural Hardware Consultant (AHC) and an Electrified Hardware Consultant. 1.5 WARRANTY A. Warranty Period: Written warranty, executed by manufacturer(s), agreeing to repair or replace components of standard and electrified door hardware that fails in materials or workmanship SAGE HALL DOOR HARDWARE 087100-2 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 71 00 Ithaca, New York DOOR HARDWARE within specified warranty period and after final acceptance by Owner. Failures include, but are not limited to, the following: 1. Structural failures including excessive deflection, cracking, or breakage. 2. Faulty operation of the hardware. 3. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 4. Electrical component defects and failures within the systems operation. a. Standard Warranty Period: One year from the date of Substantial Completion unless otherwise indicated. B. Special Warranty: Manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period after final acceptance by Owner. Failures include, but are not limited to, the following: 1. Structural failures including excessive deflection, cracking or breakage. 2. Faulty operation of hardware. 3. Deterioration of metal finishes, metals, and other materials beyond normal weathering. C. Warranty Period: Provide specific warranties as indicated below: 1. Exit Devices: Five years from date of Substantial Completion. 2. Surface Door Closers: Ten years from the date of Substantial Completion. 1.6 MAINTENANCE SERVICE A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. B. Continued Service: Beginning at Substantial Completion, and running concurrent with the specified warranty period, provide continuous six (6) month full maintenance including repair and replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper door opening operation. Provide parts and supplies as used in manufacture and installation of original products. PART 2- PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Means of Egress Doors: Latches do not require more than 15 lbf to release the latch. Locks do not require use of a key, tool, or special knowledge for operation. B. Accessibility Requirements: For door hardware on doors in an accessible route, comply with ICC Al 17.1-2009 and requirements of the authority having jurisdiction. SAGE HALL DOOR HARDWARE 087100-3 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 71 00 Ithaca, New York DOOR HARDWARE 2.2 SCHEDULED DOOR HARDWARE A. Provide products for each door that comply with requirements indicated in Part 2 and door hardware schedule (Part 3). 2.3 HINGES A. Hinges: BHMA A156.1 certified butt hinges. B. Manufacturers: Subject to compliance with requirements, provide products by McKinney Products Company; an ASSA ABLOY Group company. C. Quantity: Provide the following hinge quantity, unless otherwise indicated: 1. Three hinges: For doors with heights from 61 to 90 inches. 2. Plus one hinge for every 30 inches of door height greater than 90 inches. D. Hinge Options: Comply with the following where indicated in the Hardware Sets or on Drawings: 1. Non -removable Pins: Provide set screw in hinge barrel that, when tightened into a groove in hinge pin, prevents normal removal of pin while door is closed for all out -swinging lockable doors. 2.4 POWER TRANSFER DEVICES A. Electrified Quick Connect Transfer Hinges: Provide electrified transfer hinges with Molex-rM standardized plug connectors and sufficient number of concealed wires (up to 12) to accommodate the electrified functions specified in the Door Hardware Sets. Connectors plug directly to through -door wiring harnesses for connection to electric locking device and power supplies. Wire nut connections are not acceptable. 1. Acceptable Manufacturer's: a. McKinney Products (MK) — QC (# wire) Option; refer to Door Hardware Schedule. B. Electric Door Hardware Cords: Provide electric transfer wiring harnesses with standardized plug connectors to accommodate up to twelve (12) wires. Connectors plug directly to through - door wiring harnesses for connection to electric locking devices and power supplies. Provide sufficient number of concealed wires to accommodate electric function of specified hardware. Provide a connection for through -door electronic locking devices and from hinge to junction box above the opening. Wire nut connectors are not acceptable. Determine the length required for each electrified hardware component for the door type, size and construction, minimum of (2) per electrified opening. 1. Acceptable Manufacturer's: a. McKinney Products (MK) — QC -C Series. Provide 6" QC -0006P on frame side. SAGE HALL DOOR HARDWARE 087100-4 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 71 00 Ithaca, New York 2. Provide one each of the following tools: DOOR HARDWARE a. McKinney Products (MK) — Electrical Connecting Kit: QC -R001. b. McKinney Products (MK) — Connector Hand Tool: QC -R003. 2.5 LOCK CYLINDERS A. Lock Cylinders: Tumbler type, constructed from brass or bronze. Provide cylinder from same manufacturer of locking devices or as approved by Cornell University Lock Shop. B. Standard Lock Cylinders: BHMA A156.5; Grade 1 cores; face finished to match lockset. 1. Core Type: Removable. a. Subject to compliance with requirements and approved by Owner, provide removable core cylinder by Best, Stanley Security Solutions, Inc. a) Turn over to Owner for keying. Owner will coordinate and return to Contractor. Install following keying operations. 2.6 KEYING A. Keying System: Owner will coordinate keying. 2.7 EXIT DEVICES AND AUXILIARY ITEMS A. Exit Devices and Auxiliary Items: BHMA A156.3. 1. General Requirements: All exit devices specified herein shall meet or exceed the following criteria: a. At doors not requiring a fire rating, provide devices complying with NFPA 101 and listed and labeled for "Panic Hardware" according to UL305. Provide proper fasteners as required by manufacturer including sex nuts and bolts at openings specified in Hardware sets. b. Flush end caps: Provide heavy weight impact resistant flush end caps made of architectural metal in the same finish as the devices and as listed in Part 3 Door Hardware Schedule. Plastic end caps are not acceptable. c. Rail sizing: Provide exit device rails factory sized for proper door width application. B. Conventional Exit Devices (Heavy -Duty): ANSI/BMHA A156.3, Grade 1 certified panic and fire exit hardware devices furnished in the functions specified in Part 3. 1. Acceptable Manufacturer: Sargent Manufacturing (SA) — 80 Series. SAGE HALL DOOR HARDWARE 087100-5 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 71 00 Ithaca, New York DOOR HARDWARE C. Tube Steel Removable Mullions: ANSUBHMA A156.3 removable steel mullions with malleable -iron top and bottom retainers and a primed paint finish. Provide keyed removable feature, stabilizers, and mounting brackets as required. 1. Acceptable Manufacturer: Sargent Manufacturing (SA) — 980 Series. 2.8 DOOR CLOSERS A. All door closers specified herein shall meet or exceed the following criteria: 1. General: Door closers shall be from one manufacturer, matching in design and style, with the same type door preparations and templates regardless of application or spring size. Closers shall be non -handed with full sized covers including installation and adjusting information on inside of cover. 2. Cycle Testing: Provide closers which have surpassed 15 million cycles in a test witnessed and verified by UL. 3. Size of Units: Comply with manufacturer's written recommendations for sizing of door closers depending on size of door, exposure to weather, and anticipated frequency of use. 4. Where units are indicated for doors required to be accessible, provide closers complying with ANSI ICC.A117.1. 5. Closer Accessories: Provide door closer accessories including custom templates, special mounting brackets, spacers and drop plates, and through bolts as required. B. Door Closers; Surface Mounted (Heavy-duty): ANSUBHMA A156.4, Grade 1, surface mounted, heavy-duty, door closers with complete spring power adjustment, sizes 1 through 6; and fully operational adjustable according to door size, frequency of use, and opening force. Closers to be rack and pinon type, one piece cast iron or aluminum alloy body construction, with adjustable backcheck and separate non-critical valves for closing sweep and latch speed control. Provide non -handed units standard. 1. Acceptable Manufacturers: a. LCN Closers (LC) — 4040XP Series b. Sargent Manufacturing (SA) — 351 Series 2.9 ARCHITECTURAL TRIM A. Door Protective Triin 1. General: Door protective trim units to be type and design as specified below or in the Hardware Sets. 2. Size: Fabricate protection plates (kick, armor, or mop) not more than 2 -inches less than door width (LDW) on stop side of single doors and 1 -inch LDW on stop side of pairs of doors, and not more than 1 -inch LDW on pull side. Coordinate and provide proper height and width as required where conflicting hardware dictates. Height to be 6 -inches or as listed in Hardware Sets. 3. Metal Protection Plates: ANSI/BHMA A156.6 certified metal protection plates beveled on four edges (B4E), fabricated from the following: SAGE HALL DOOR HARDWARE 087100-6 EXTERIOR DOOR MODIFICATIONS Sero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 71 00 Ithaca, New York DOOR HARDWARE a. Bronze, .050 -inch thickness. b. Fasteners: Provide manufacturer's designated fastener type as specified in Hardware Sets. 4. Acceptable Manufacturer's: a. Burns Manufacturing (BU). b. Rockwood Manufacturing (RO). c. Trimco (TC). 2.10 ARCHITECTURAL SEALS A. General: Weatherstripping and gasket sealing to be of the type and design as specified below in the Hardware Sets. Provide continuous weatherstrip gasketing on exterior doors where indicated. At exterior locations, provide non -corrosive fasteners and elsewhere where indicated. B. Door Gasketing: BHMA A156.22; with resilient or flexible seal strips that are easily replaceable and readily available from stocks maintained by manufacturer. C. Acceptable Manufacturer's: 1. National Guard Products (NGP). 2. Pemko Manufacturing (PE). 3. Reese Enterprises, Inc. (RS). 2.11 THRESHOLDS A. Thresholds: BHMA A156.21; fabricated to full width of opening indicated. B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Hager Companies. 2. National Guard Products, Inc. 3. Pemko Manufacturing Co. 4. Reese Enterprises, Inc. 5. Rixson Specialty Door Controls; an AS SA ABLOY Group company. 2.12 FINISHES A. Standard: Designations used in the Hardware Sets and elsewhere indicate hardware finishes complying with BHMA A156.18, including coordination with traditional U.S. finishes indicated by certain manufacturer's for their products. B. Provide quality of finish, including thickness of plating or coating (if any), composition, hardness, and other qualities complying with the manufacturer's standards, but in no case less than specified by referenced standards for the applicable units of hardware. SAGE HALL DOOR HARDWARE 08 71 00 - 7 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 71 00 Ithaca, New York DOOR HARDWARE C. Protect mechanical finishes on exposed surfaces from damage by applying strippable, temporary protective covering before shipping. 2.13 FABRICATION A. Fasteners: Provide door hardware manufactured to comply with published templates generally prepared for machine, wood, and sheet metal screws. Provide screws according to manufacturers recognized installation standards for application intended. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine openings, with Installer present, for compliance with requirements for installation tolerances, wall and floor construction, and other conditions affecting performance. B. Notify architect of any discrepancies or conflicts between the hardware schedule, door types, and drawings. Proceed only after such discrepancies or conflicts have been resolved in writing. 3.2 PREPARATION A. Wood Doors: Comply with ANSI/DHI A115 -W series. 3.3 INSTALLATION A. Install each item of mechanical hardware and access control equipment to comply with manufacturer's written instructions and according to specifications. 1. Installers are to be trained and certified by the manufacturer on the proper installation and adjustment of life safety and security products including, but not limited to, hanging devices, locking devices, closing devices, and seals. B. Mounting Heights: Mount door hardware units at heights indicated on Drawings and to comply with the following unless otherwise indicated or required to comply with governing regulations. 1. Wood Doors: DHI's "Recommended Locations for Architectural Hardware for Wood Flush Doors." 2. Comply with ANSI A117.1 "Accessibility Guidelines for Buildings and Facilities." C. Retrofitting: Install each door hardware item to comply with manufacturer's written instructions and published templates. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work, refer to Section 09 91 00 "Painting." Do not install surface -mounted items until finishes have been completed on substrates involved. SAGE HALL DOOR HARDWARE 087100-8 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 71 00 Ithaca, New York DOOR HARDWARE D. Hinges: Install types and in quantities indicated in door hardware schedule, but not fewer than the number recommended by manufacturer for application indicated or one hinge for every 30 inches of door height, whichever is more stringent, unless other equivalent means of support for door, such as spring hinges or pivots, are provided. E. Thresholds: Set thresholds for exterior doors and other doors indicated in full bed of sealant complying with requirements specified in Section 07 92 40 "Joint Sealants." F. Meeting Stile Gasketing: Fasten to removable mullion per manufacturer's written instructions, forming seal when doors are closed. 3.4 ADJUSTING A. Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for operation of heating and ventilating equipment and to comply with referenced accessibility requirements. 3.5 CLEANING AND PROTECTION A. Protect all hardware stored on construction site; provide a secure location for hardware delivered to the project but not yet installed. Protect exposed hardware installed on doors during construction phase. B. Clean operating items as necessary to restore proper finish. Provide final protection and maintain conditions that ensure door hardware is without damage or deterioration till project closeout. 3.6 DEMONSTRATION A. Instruct Owner's maintenance personnel to adjust, operate, and maintain mechanical door hardware. 3.7 DOOR HARDWARE SCHEDULE A. The door hardware sets represent the design intent and direction of the Owner and Architect. Discrepancies, conflicting hardware and missing items shall be brought to the attention of the Architect with corrections made prior to bidding. Omitted items not included in the hardware set should be scheduled with the appropriate additional hardware required for proper application and functionality. B. Manufacturer' s Abbreviations: 1 MK — McKinney 2. PE — Pemko 3. RO — Rockwood 4. SA — Sargent 5. RF — Rixson SAGE HALL DOOR HARDWARE 087100-9 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 71 00 Ithaca, New York DOOR HARDWARE 6. LC — LCN Closers 7. SU - Securitron REFER TO EXHIBIT A AT THE END OF SECTION. END OF SECTION 08 71 00 SAGE HALL DOOR HARDWARE 08 71 00 - 10 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 4 4 Baur a€isu o s cEd s; O t T ua ag s5 x d PO a 9S SS- E 4L iva J%5 s I h W H0 W UJ sxul %d bi�SR<u 95 SS £ &}t ua t1C d JN 47X,,, .S 9L£V,ruo j T ( OTxONtoX xm5 SxSCL£1it�AattuH flpS d 2iN 1,9 x 9 Gtr A 4ulku W 5d s H dINX19 a W LE #Lh�sug t!s uMN £ T d0Nxlg „Zf[: ,S 4$LEv AH' Y3i3 901 ONN0AH x, dl t ,S dLEV 011-1 dura .1 „S „S 9fit.E d#W Auuuu sub H LL t7 1C�L x d IN x lit x aaS x 9 V ADuw;0yN S 9t igq' CORNELL UNIVERSITY SECTION 08 80 00 Ithaca, New York GLAZING SECTION 08 80 00 - GLAZING PART 1 - GENERAL 1.1 SUMMARY A. The work to be done under this section includes all equipment, labor, materials, and accessories required for the furnishing, setting in place, and completion of glazing shown on the Drawings or called for in the Project Manual including but not limited to: 1. Glass for door assemblies: a. Doors D and H. 2. Restoration glass for replacement glazing: a. Doors G. 3. Glazing sealants and accessories. 1.2 COORDINATION A. Coordinate glazing stop dimensions to provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. 1.3 ACTION SUBMITTALS A. Glass Samples: For each type of glass product other than clear monolithic vision glass; 12 inches square. 1.4 WARRANTY A. Manufacturer's Special Warranty for Laminated Glass: Manufacturer agrees to replace laminated -glass units that deteriorate within specified warranty period. Deterioration of laminated glass is defined as defects developed from normal use that are not attributed to glass breakage or to maintaining and cleaning laminated glass contrary to manufacturer's written instructions. Defects include edge separation, delamination materially obstructing vision through glass, and blemishes exceeding those allowed by referenced laminated -glass standard. 1. Warranty Period: Five years from date of Substantial Completion. SAGE HALL GLAZING EXTERIOR DOOR MODIFICATIONS Bero Architecture 08 80 00 - 1 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 80 00 Ithaca, New York GLAZING PART 2- PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Safety Glazing: Where safety glazing is indicated, provide glazing that complies with 16 CFR 1201, Category II. 2.2 GLASS PRODUCTS, GENERAL A. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below unless more stringent requirements are indicated. See these publications for glazing teens not otherwise defined in this Section or in referenced standards. 1. GANA Publications: "Laminated Glazing Reference Manual" and "Glazing Manual." A. Safety Glazing Labeling: Where safety glazing is indicated, permanently mark glazing with certification label of the SGCC or another certification agency acceptable to authorities having jurisdiction or manufacturer. Label shall indicate manufacturer's naive, type of glass, thickness, and safety glazing standard with which glass complies. 1. Glass in Door G: Labeling shall be acid- or laser -etched or sand blasted. Review method with Architect and Owner prior to fabrication. 2. Glass in all Other locations: Typical manufacturer's safety glass labeling. 2.3 GLASS PRODUCTS A. Clear Annealed Float Glass: ASTM C 1036, Type I, Class 1 (clear), Quality -Q3. B. Heat -Strengthened Float Glass: ASTM C 1048, Kind HS (heat strengthened), Type I, Condition A (uncoated) unless otherwise indicated, Type I, Class 1 (clear) or Class 2 (tinted) as indicated, Quality -Q3. 2.4 LAMINATED GLASS A. Laminated Glass: ASTM C 1172. Use materials that have a proven record of no tendency to bubble, discolor, or lose physical and mechanical properties after fabrication and installation. 1. Construction: Laminate glass with polyvinyl butyral interlayer, ionoineric polymer interlayer, or cast -in-place and cured -transparent -resin interlayer to comply with interlayer manufacturer's written instructions. 2. Interlayer Thickness: Provide thickness not less than that indicated and as needed to comply with requirements. 3. Interlayer Color: Clear unless otherwise indicated. 2.5 GLAZING SEALANTS A. General: SAGE HALL GLAZING EXTERIOR DOOR MODIFICATIONS acro Architecture 088000-2 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 80 00 Ithaca, New York GLAZING 1. Compatibility: Compatible with one another and with other materials they contact, including glass products, seals of insulating -glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2. Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. 3. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full range. B. Glazing Sealant: Neutral -curing silicone glazing sealant complying with ASTM C 920, Type S, Grade NS, Class 50, Use NT. 2.6 GLAZING TAPES A. Back -Bedding Mastic Glazing Tapes: Preformed, butyl -based, 100 percent solids elastomeric tape; nonstaining and nonmigrating in contact with nonporous surfaces; with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated; and complying with ASTM C 1281 and AAMA 800 for products indicated below: 1. AAMA 807.3 tape, for glazing applications in which tape is not subject to continuous pressure. B. Expanded Cellular Glazing Tapes: Closed -cell, PVC foam tapes; factory coated with adhesive on both surfaces; and complying with AAMA 800 for the following types: 1. AAMA 810.1, Type 1, for glazing applications in which tape acts as the primary sealant. 2. AAMA 810.1, Type 2, for glazing applications in which tape is used in combination with a full bead of liquid sealant. 2.7 MISCELLANEOUS GLAZING MATERIALS A. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. B. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or minus 5. C. Spacers: Elastomeric blocks or continuous extrusions of hardness required by glass manufacturer to maintain glass lites in place for installation indicated. D. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking). SAGE HALL GLAZING EXTERIOR DOOR MODIFICATIONS Bero Architecture 088000-3 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 80 00 Ithaca, New York GLAZING PART 3 - EXECUTION 3.1 GLAZING, GENERAL A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. B. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site. Damaged glass includes glass with edge damage or other imperfections that, when installed, could weaken glass, impair performance, or impair appearance. C. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction testing. D. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. E. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. F. Provide spacers for glass lites where length plus width is larger than 50 inches. G. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications. 3.2 TAPE GLAZING A. Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush with or protrude slightly above sightline of stops. B. Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to make them fit opening. C. Cover vertical framing joints by applying tapes to heads and sills first, then to jambs. Cover horizontal framing joints by applying tapes to jambs, then to heads and sills. D. Place joints in tapes at corners of opening with adjoining lengths butted together, not lapped. Seal joints in tapes with compatible sealant approved by tape manufacturer. E. Apply heel bead of elastoineric sealant. F. Center glass lites in openings on setting blocks, and press firmly against tape by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings. SAGE HALL GLAZING EXTERIOR DOOR MODIFICATIONS Bcro Architecture 088000-4 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 08 80 00 Ithaca, New York GLAZING 3.3 GASKET GLAZING (DRY) A. Cut compression gaskets to lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation. B. Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints miter cut and bonded together at corners. C. Installation with Drive-in Wedge Gaskets: Center glass lites in openings on setting blocks, and press firmly against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer. D. Install gaskets so they protrude past face of glazing stops. 3.4 CLEANING AND PROTECTION A. Immediately after installation remove nonpermanent labels and clean surfaces. B. Remove and replace glass that is damaged during construction period. 3.5 LAMINATED GLASS SCHEDULE A. Glass Type [GL -1]: Clear laminated glass with two plies of heat -strengthened float glass. 1. Basis -of -Design Product: Cardinal Glass Industries; Cardinal Laminated Glass. 2. Minimum Thickness of Each Glass Ply: 3mm. 3. Interlayer Thickness: 0.090 inch. 4. Safety glazing required. 5. Location: Doors D and H. B. Glass Type [GL -2]: Clear laminated glass with two plies of heat -strengthened float glass. 1. Basis -of -Design Product: Benheim Corporation; "Light" Restoration Glass. a. Approved option: Circa 1900, Hollander's Restoration Window Glass. 2. Minimum Thickness of Each Glass Ply: 3 min. 3. Thickness: 1/4 -inch. a. Modify stop to account for modified glass thickness. 4. Safety glazing required. 5. Location: Doors G. END OF SECTION 08 80 00 SAGE HALL GLAZING EXTERIOR DOOR MODIFICATIONS Bero Architecture 088000-5 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 09 91 00 Ithaca, New York PAINTING SECTION 09 91 00 - PAINTING PART 1 - GENERAL 1.1 SUMMARY A. The work to be done under this section includes all equipment, labor, materials, and accessories required for the furnishing, setting in place, and completion of painting shown on the Drawings or called for in the Project Manual including but not limited to surface preparation and the application of paint systems on the following exterior and interior substrates: 1. Wood. 2. Plaster and Gypsum board. B. Related Requirements: 1. Section 08 14 00 "Wood Doors" for fabrication of framed, ledged braced and batten doors. 2. Section 08 14 33 "Stile and Rail Wood Doors" for stile and rail wood doors. 3. Section 08 21 00 "Wood Door Restoration" for repair of existing wood doors. 1.2 DEFINITIONS A. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523. B. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523. C. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523. 1.3 ACTION SUBMITTALS . Product Data: For each type of product. Include preparation requirements and application instructions. 1. Primer. 2. Paint. B. Selection Samples: For each type of paint system and each color and gloss of topcoat submit a complete set of color chips that represent actual product, color, and sheen. 1. Interior Paints. 2. Exterior Paint. SAGE HALL PAINTING EXTERIOR DOOR MODIFICATIONS [aero Architecture 099100-1 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 09 91 00 Ithaca, New York PAINTING 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver manufacturer's unopened containers to work site. Packaging shall bear the manufacturer's name, label and the following information: 1. Product name and type (description). 2. Application and use instructions. 3. Surface preparation instructions. 4. VOC content. 5. Batch date. 6. Color number. B. Store materials not in use in tightly covered containers in a well -ventilated area that is within acceptable temperature range, per manufacturer's written instructions. Maintain storage containers in a clean condition, free of foreign materials and residue. C. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in accordance with requirements of authorities having jurisdiction. 1.5 PROJECT CONDITIONS A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 and 90 deg F. B. Apply solvent -thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 and 95 deg F. C. All exposed bare wood shall be primed within one week of exposure or installation. If temperature does not permit priming, apply paintable wood preservative within one week of exposure or installation. Preservative may be sprayed or brushed. D. Do not paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. 1.6 QUALITY ASSURANCE A. Mockups: Apply one mockup of EXTERIOR paint system indicated to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Location: Exterior door and casings. Verify to match existing. a. One location, minimum 4 -foot by 4 -foot size. 2. Schedule review in advance with Owner and Architect. SAGE HALL PAINTING EXTERIOR DOOR MODIFICATIONS Bero Architecture 09 91 00 - 2 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 09 91 00 Ithaca, New York PAINTING PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of Design: Subject to compliance with requirements, provide paint products approved by Cornell University. 1. Approved Manufacturer: a. Benjamin Moore & Co. 2. SUBSTITUTIONS ARE NOT ALLOWED. 2.2 PAINT, GENERAL A. MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its "MPI Approved Products List." B. Material Compatibility: 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. C. VOC Content: Provide materials that comply with VOC limits of authorities having jurisdiction. D. Colors: As selected by Architect from manufacturer's full range. 1. 75 percent of surface area will be painted with deep tones. 2.3 PAINT REMOVERS A. Paint stripper: Peel Away 7 — Solvent Based Paint Remover by Durnond Chemicals, Inc. 2.4 PRIMERS/SEALERS A. Wood -Knot Sealer: Sealer recommended in writing by topcoat manufacturer- for exterior use in paint system indicated. 2.5 EXTERIOR WOOD PRIMERS A. Primer, Alkyd for Exterior Wood: MPI #5. SAGE HALL PAINTING EXTERIOR DOOR MODIFICATIONS Bero Architecture 09 91 00 - 3 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 09 91 00 Ithaca, New York PAINTING 2.6 EXTERIOR SOLVENT -BASED PAINTS A. Alkyd, Exterior, Semi -Gloss (Gloss Level 5): MPI #94. 2.7 INTERIOR PRIMERS A. Primer, Latex, Water Based: 1. Benjamin Moore & Co.; Fresh Start High -Hiding All Purpose Primer (046). 2.8 INTERIOR WATER-BASED PAINTS A. Latex, Interior, Institutional Low Odor/VOC, (Gloss Level 4). 1. Benjamin Moore & Co.; Super Spec Interior Latex (Eggshell) (C274). PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. Wood: 15 percent. C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. D. Comply with procedures specified in PDCA P4 for inspection and acceptance of surfaces to be painted. E. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates and paint systems indicated. B. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and re -prime. SAGE HALL PAINTING EXTERIOR DOOR MODIFICATIONS Bero Architecture 09 91 00 - 4 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 09 91 00 Ithaca, New York PAINTING 2. New Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying pruner. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime wood to be painted immediately on delivery. Prime edges, ends, faces, undersides, back sides, and cut edges of wood. c. Condition replacement wood members to prevailing conditions at installation areas before installing. 3. Existing Wood: Appropriate paint preparation includes stripping wood surfaces with paint remover; applicator shall follow manufacturer's written instructions for substrate. a. Rotary sanders, pressurized water or aggregate blasting, or propriety machines that remove excessive amounts of wood and leave swirls or gouges will not be used. b. For stripping procedure, perform a test patch as per manufacturer's instructions. c. Protect adjacent building construction and landscaping from stripping operations. d. Prepare substrate and strip existing wood as per written instructions. e. All loose boards and missing or loose nails will be repaired or replaced prior to priming. Replacement nails shall be stainless steel or hot -dipped galvanized steel. f. Weathered gray (punky) or deteriorated wood shall be sanded to a bright, sound substrate prior to priming. This can be accomplished with hand sanding, pad (finish) sanders, or random orbit sanders. g. Where sanding is not possible, weathered gray or deteriorated wood shall be treated with a mixture of one -part boiled linseed oil and one -part mineral spirits as a consolidant for the wood surface. Treatment shall dry prior to priming. h. Feather edges of sanding as required for smooth transitions. i. Caulking and filling procedures shall be completed after priming and not over bare wood. C. Material Preparation: 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. 3.3 APPLICATION A. Scheduled Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practical after preparation and before subsequent surface deterioration. B. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. All spray work must be back -brushed or rolled, and all unpainted surfaces protected from overspray. SAGE HALL PAINTING EXTERIOR DOOR MODIFICATIONS Bero Architecture 099100-5 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 09 91 00 Ithaca, New York PAINTING C. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate. Provide total dry film thickness of the entire system as recommended by manufacturer. D. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Re -coat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn -through or other defects due to insufficient sealing. E. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. F. AT GLAZED OPENINGS: To create a proper weather seal, the finish coats at all door glazings shall be allowed to flow onto the glass area at least 1/16 -inch. When cleaning the glass, a razor blade shall not be used to scrape the glass; this will destroy sealing. A broad blade putty knife shall be used to protect seal between glass and wood. 3.4 CLEANING AND PROTECTION A. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. B. At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from Project site. 3.5 PAINTING SCHEDULE A. Exterior Wood Substrates: Wood doors and casings. 1. Alkyd System: a. Prime Coat: Primer, alkyd for exterior wood, MPI #5. b. Intermediate Coat: Exterior, alkyd enamel, snatching topcoat. c. Topcoat: Alkyd, exterior, semi -gloss (MPI Gloss Level 5), MPI #94. 1) Color: Benjamin Moore 1238 "Falcon Brown," Verify to match existing. 2) Sheen: Semi -gloss. B. Interior Wood Substrates: Wood casings. 1. Institutional Low-Odor/VOC Latex System: a. Prime Coat: Primer, latex, water based; Fresh Start® Premium Interior Primer. b. Intennediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat. SAGE HALL PAINTING EXTERIOR DOOR MODIFICATIONS Bero Architecture 099100-6 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 09 91 00 Ithaca, New York PAINTING c. Topcoat: Latex, interior, institutional low odor/VOC, Super Spec Interior Latex (Eggshell). 1) Color: Match existing. 2) Sheet: Eggshell; Verify to match existing. C. Interior Gypsum Board and Plaster Substrates; areas of repairs: 1. Institutional Low-Odor/VOC Latex System: a. Prime Coat: Primer sealer, Latex, Water-based, Fresh Start® Premium Interior Pruner. b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat. c. Topcoat: Latex, interior, institutional low odor/VOC, Super Spec Interior Latex (Eggshell). 1) Color: Match existing. 2) Sheet: Eggshell; Verify to match existing. END OF SECTION 09 91 00 SAGE HALL PAINTING EXTERIOR DOOR MODIFICATIONS Bero Architecture 099100-7 MARCH 10, 2017 CORNELL UNIVERSITY SECTION 26 00 00 Ithaca, New York GENERAL PROVISIONS FOR ELECTRICAL WORK SECTION 26 00 00 - GENERAL PROVISIONS FOR ELECTRICAL WORK PART 1 GENERAL 1.01 GENERAL PROVISIONS A. Provide materials and labor required for complete working systems as shown on drawings and/or specified. B. Coordinate with other trades. The contractor shall coordinate work with other trades to ensure the coordination of the installation of their work. Coordination includes review of other trade drawings that may affect the work and meetings with other trades. Do not provide wiring to equipment supplied by other contractors or subcontractors until the actual location and electric requirements of the equipment has been verified. The electrical contractor shall be responsible for actively pursuing this information. 1.02 INSTALLATION AND WORKMANSHIP A. The plans are diagrammatic and indicate only general arrangement or wiring and equipment; exact locations of all elements shall be determined as work progresses, in cooperation with the work of other trades. It is not intended to show every item of work or minor piece of equipment, but every item shall be furnished and installed without additional remuneration as necessary to complete the system in accordance with the best practice of the trade. B. Provide installation minimally in accordance with NECA NEIS standards. Provide installation beyond the standards if required by the project drawings and specifications. C. Provide wiring and equipment installation in accordance with the latest edition of NFPA 70 and National Electric Code. D. The contractor shall be experienced in the work to be performed and familiar with applicable codes, standards and local requirements. 1.03 CODES AND REGULATIONS A. This Contractor shall have the electrical work inspected by an approved inspection agency and shall pay all expenses incurred by same. At the completion of the work, the Contractor shall furnish a certificate of inspection indicating full approval of the work furnished and installed in this Contract. B. Work shall comply with codes and laws of New York State. These include but are not limited to: Building Code of New York State Fire Code of New York State National Electric Code (NFPA 70) SAGE HALL GENERAL PROVISIONS FOR ELECTRICAL 26 00 00 - 1 EXTERIOR DOOR MODIFICATIONS Bero Architecture FEBRUARY 22, 2017 CORNELL UNIVERSITY SECTION 26 00 00 Ithaca, New York GENERAL PROVISIONS FOR ELECTRICAL WORK C. The materials, and installation shall where applicable comply minimally with the following standards: ACC ANSI A117.1-2009 Power company standards and regulations. National Fire Alarm Code (NFPA 72) National Electric Code (NFPA 70) D. Organizations that have applicable standards include: ANSI American National Standards Institute ASME American Society of Mechanical Engineers ASTM American Society for Testing Materials FM FM Global/FM Approvals ICEA Insulated Cable Engineers Association IEEE Institute of Electrical and Electronic Engineers OSHA Occupational Safety and Health Act NECA National Electrical Contractors association NEMA National Electrical Manufacturers Association NESC National Electrical Safety Code NFPA National Fire Protection Association UL Underwriters Laboratories, Inc. E. Comply with all applicable rules and regulations of the municipal laws and ordinances and latest revisions thereof. All work shall be done in full conformity with the requirements of all authorities having jurisdiction. Modifications required by the above authorities will be made without additional charges to the Owner. Where alterations to and/or deviations from the Contract Documents are required by the authorities, report the requirements to the Architect and secure approval before work is started. F. Furnish and file with the proper authorities, all drawings required by them in connection with the work. Obtain all pennits, licenses, and inspections and pay all legal and proper fees and charges in this connection. G. Should any work shown or specified be of lighter or smaller material than Code requires, same shall be executed in strict accordance with the regulations. H. Owner will stop any work or use of any material that is not being properly installed and each Contractor shall remove all materials delivered, or work erected, which does not comply with Contract Drawings and Specifications, and replace with proper materials, or correct such work as directed by the Owner, at no additional cost to Owner. If equipment or materials are installed before proper approvals have been obtained, each Contractor shall be liable for their removal and replacement including work of other trades affected by such work, at no additional cost to Owner, if such items do not meet intent of the Drawings and Specifications. SAGE HALL GENERAL PROVISIONS FOR ELECTRICAL 26 00 00 - 2 EXTERIOR DOOR MODIFICATIONS Bero Architecture FEBRUARY 22, 2017 CORNELL UNIVERSITY SECTION 26 00 00 Ithaca, New York GENERAL PROVISIONS FOR ELECTRICAL WORK 1.04 MATERIALS AND EQUIPMENT A. Manufacturers and model numbers specified on the drawings are the standard of design with regard to performance, capacity and physical properties. No substitutions will be allowed without prior review and authorization. 1.05 AS -BUILT DRAWINGS A. The Electrical Contractor shall keep an accurate location record of all underground and concealed piping, and of all changes from the original design. He is required to furnish this information to the Owner prior to his application for final payment. B. At completion of the project, all changes and deviations from the Contract Documents shall be recorded by the Contractor. 1.06 GROUNDING A. All electrical systems must be grounded in accordance with provisions of the National Electric Code. Provide all required accessories. 1.07 BALANCED LOAD A. It is intended that design and features of the work as indicated will provide balanced load on the feeders and main service. Contractor shall provide material and installation to provide this balance load insofar as possible. 1.08 RENOVATIONS A. Contractors shall verify exact existing conditions in the field and coordinate new work with these conditions. B. Contractors shall work with utilities and/or the building owners to find circuits. Finding these circuits remains the contractor's responsibility. C. Contractor responsible for proper disposal of all materials removed. 1.09 SUPPORTS AND SEALANT A. Provide all required support for wiring, conduit and equipment. B. Provide sleeves for penetrations of walls and floors. Provide sealant for the space between the sleeve and the pipe for fire and smoke walls/partitions/floors, exterior walls and floors, waterproof walls and floors. C. Provide sealant and fire stopping. Sealant and fire stopping for fire rated walls/partitions/floors shall be listed for the use. D. Unless otherwise noted, run conduit as neatly and unobtrusively as possible. Where applicable run as high as possible. Coordinate with other trades. SAGE HALL GENERAL PROVISIONS FOR ELECTRICAL 26 00 00 - 3 EXTERIOR DOOR MODIFICATIONS Bero Architecture FEBRUARY 22, 2017 CORNELL UNIVERSITY SECTION 26 00 00 Ithaca, New York GENERAL PROVISIONS FOR ELECTRICAL WORK 1.10 INSPECTIONS A. B. Inspections shall be conducted by the local Authority Having Jurisdiction (AHJ). The electrical contractor shall furnish the original Certificate of Inspection to the Project Manager before submitting final payment application. A project punch list walk-through shall be conducted by the Contractor, Engineer of Record, and Project Manager to review the work and ensure it has been constructed as specified in Contract Documents, and the labeling has been completed. 1.11 PROJECT CLOSE OUT A. The Contractor shall provide all warranties and bonds at the completion of the project, as specified in Contract Documents (i.e. Division 1, General Requirements), to the Project Manager. B. The Contractor shall provide the Project Manager a complete set of As-Builts as specified above. PART 2 PRODUCTS — NOT USED PART 3 EXECUTION — NOT USED END OF SECTION 26 00 00 SAGE HALL GENERAL PROVISIONS FOR ELECTRICAL 26 00 00 - 4 EXTERIOR DOOR MODIFICATIONS Bero Architecture FEBRUARY 22, 2017 CORNELL UNIVERSITY SECTION 28 13 16 Ithaca, New York ELECTRONIC SAFETY AND SECURITY SYSTEMS SECTION 28 13 16 — ELECTRONIC SAFETY AND SECURITY SYSTEMS PART 1 GENERAL 1.01 GENERAL PROVISIONS A. Provide materials and labor required for complete working systems as shown on drawings and/or specified. 1. Electronic security devices/systems encompass head -end computers, network connections, data transmissions, communication devices, multiple point monitoring, interfacing controls, sensors, and actuators. 2. Electronic security systems or devices include: i. Card access control — wired. 1.02 RELATED DOCUMENTS A. CUPD Access Control Consultation/Installation Procedure. B. NFPA 730: Guide for Premises Security. NFPA 731: Standard for the Installation of Electronic Premises Security Systems. 1.03 QUALITY REQUIREMENTS A. The integrated security and access systems, including all equipment, components, and accessories, shall be UL listed for this purpose. B. The Contractor providing security and access system installation must be certified Lenel Level II (Lenel Silver Certification) or greater and licensed by New York State to install security and access control systems. 1.04 SUBMITTALS A. Product Data: All installed components. B. System riser diagram with typical equipment and device connections and labeling. C. Wire schedule. PART 2 PRODUCTS 2.01 SYSTEM DESCRIPTIONS A. Card Access Systems (CAS). 1. Wired: CAS at the User End, are comprised of card reader, door contacts, electric hinge or power transfer hinge, door strike, latch, reader interface module, SAGE HALL ELECTRONIC SAFETY AND SECURITY SYSTEMS 28 13 16 - 1 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 28 13 16 Ithaca, New York ELECTRONIC SAFETY AND SECURITY SYSTEMS interconnecting power and communications wiring, head -end intelligent system controller. 2.02 POWER REQUIREMENTS A. Provide 12VDC power supply to card access boards, and 24VDC power for other devices (exit device, card access readers, door hardware). B. Varying voltage supplies shall be kept separate from each other. C. Locking hardware shall be directly wired to the distribution board. 2.03 CONDUIT, WIRE AND BOXES A. Security and Card Access wiring shall be installed in a separate conduit system independent of other system circuits. Plenum -rated cable is not acceptable. Minimum requirements are listed: Communications conductors: Shielded twisted pairs; 24 AWG/2-pair stranded copper. 1. ISC to reader interface. 2. Basis of design: Belden model #YR48837 or approved equal. Electronic locking hardware conductors: Minimum 18 AWG/2-pair stranded copper. 1. Head -end power supply to exit device. 3. Basis of design: Belden model #6300FE or approved equal. Security Card reader conductors: Minimum of 22 AWG/6-conductor, shielded. 1. Card reader to reader interface. 4. Basis of design: Belden model #6504FE or approved equal. Exit device conductors: Minimum of 22 AWG/4-conductor, shielded. 1. Exit device to reader interface. 2 Basis of design: Belden model #6541FE or approved equal. Door position switch conductors: Minimum of 22 AWG/4-conductor, shielded. 1. Exit device to reader interface. 2 Basis of design: Belden model #6541FE or approved equal. B. System wiring, circuits, and conductors shall be identified by number at termination points and splice points (switch, junction, or splice boxes). C. Switch, junction, and splice boxes containing card access wiring, circuits, and conductors shall have blue covers. SAGE HALL ELECTRONIC SAFETY AND SECURITY SYSTEMS 28 13 16 - 2 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 28 13 16 Ithaca, New York ELECTRONIC SAFETY AND SECURITY SYSTEMS 1. Boxes shall be sized to allow needed conductors in box without exceeding maximum allowed by NEC. 2. No extension boxes on existing boxes allowed. 3. Switch, junction, splice and pull boxes shall be installed so wiring contained in is rendered accessible per NEC code. Boxes shall have accessible and removable covers. 4. Boxes shall be securely fastened to structure. D. End -of -line resistors shall be installed at location of door contact. E. Raceway systems shall be installed in a concealed manner, they shall be brought above accessible ceilings and fished inside walls. Prior approval is required for surface mounted raceways systems from CU Project Manager and Architect. 1. Electrical Metallic Tubing (EMT) 3/4 -inch minimum size. 2. Liquid Tight Steel Conduit (Seal -Tight) A grounding conductor shall be installed. 3. Flexible Metal Conduit (Greenfield) Where required for flexible connections ONLY, prior approval required. Connectors shall be UP listed. A grounding conductor shall be installed. F. Cabling shall run in such a fashion to be kept at 18 -inches away from electric or data lines. In the event a cable must cross over a path of an AC line, the cable must cross the path at a 90 -degree angle to the AC line. Cabling shall be kept at 18 -inch away from fluorescent lighting ballasts. G. The minimum bend radius for a conduit that is less than 2 -inches in diameter shall be 6 times internal conduit diameter. H. The use of flexible conduit shall be used when all other methods are not practical. Flexible conduit lengths shall be minimized and secured by the NEC. I. Cornell University Facilities Engineering must approve any deviation in wire, raceway systems or hardware. 2.04 CARD ACCESS SYSTEM (CAS) IDENTIFICATION A. Provide lettered phenolic identification plates on the following components installed as part of the Work of this Project: 1. Building Intelligent System Controllers (ISC) 2. Control Modules 3. Interface Modules 4. Remote power supplies Lettering shall be coordinated with labeling of existing system and to comply with Cornell University Design and Construction Standards. SAGE HALL ELECTRONIC SAFETY AND SECURITY SYSTEMS 28 13 16 - 3 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNELL UNIVERSITY SECTION 28 13 16 Ithaca, New York ELECTRONIC SAFETY AND SECURITY SYSTEMS 2.05 DUAL READER INTERFACE MODULES (DRIS) A. General: 1. Locate its respective power source as close as physically possible, while maintaining proper service clearances. 2. Provide eight supervised inputs, four per door. Inputs are for exit request (normally open), door contact (normally closed), and two auxiliary monitoring points. 3. Provide end -of -line termination at the end of the communications line. B. Power: 1. Provide 12VDC. 450mA power input. 2. Circuit with 18 AWG minimum twisted pair cable. C. Upstream Communication: 1. Port 1, use 2 -wire RS -485 interface, is used to communicate with the ISC. 2. RS -485 interface cable shall be a minimum of 24 AWG twisted shielded pair. 3. Cables drops to devices from Dual Interface Reader shall be kept to a minimum. D. Manufacturer: 1. Lenel LNL-1320 Series 2; Lenel Systems International, Inc. 2.06 CARD READERS A. Card readers shall be wall -mounted adjacent to door on the handle (pull) side. Reader shall be mounted to meet current accessibility code requirements. 1. Pair of doors: Mount to active leaf side. The inactive leaf shall be monitored with door position switches. 2. If door operator is in use, reader shall be mounted adjacent to operator switch/paddle. B. Manufacturer: 1. multiclass SE Reader; HID Global, Assa Abloy. RP 15, 1.9 -inch by 6 -inch — Door H RP40, 3.3 -inch by 4.8 -inch — Door G Black color 2.07 MISCELLANEOUS ACCESSORIES A. Single -gang flush mount siren. 1. Piezo siren, steady tone. 2. WBox Technologies, Model 0E-1GANGSIRN 3. White, 4.5 -inch by 2.75 -inch. SAGE HALL ELECTRONIC SAFETY AND SECURITY SYSTEMS 28 13 16 - 4 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 CORNF NIERS TY SECTIONIts I6 N York AEC' I IC"SAFETY AND CU IY SYST RT 3 EXE C UTI(` 3,01 SYSTEMPROOt 1NG ,earl certified contracted progr°aaar ict shall perform the iiaititrl setup pro f" JtYir1 11 Iar to the iilstalltatic JY.A en iJ rYlettstallation Checklist`' fiar the f ac ility ]Call he delivered and aceeTri y the latstal1atioat's lel°rYject 1 lgaaa cr t1s cll a CIJPI Aecess ControlProt°ata irla,c a 3R2 TEST ING, COMMI SIGNING, ACCEPTANCE A final test of" tlac tcsl cctivc sectarity and etird access equip] nt and hardware $hall laerfod Prior to eo Ysider°ilY the lYYstall t oa e arYtlrlete. Th irYs alter shall sehec t1le rt ysterta's corn mssiotl ra °it the cess t�J tr l i'r ject 1~ X11 t r, Cc i i' c31r° l:,leetrl l Coritraetr> , r Flteaa ata}1 ic�iale two �;eeks pricer tea tlt ccai p1etion afthe irlstallati ra atad catatiti£ testitt date. C a that date, a full s est erfc tae h tlidellraes iCo nell University' Design. and Coastra.tcti4aat tandards relax to : e Corn CUPI. Access JatJmaal Cornu #74ktJr ar ti�t'1'r�ad... ... fhe C'E TP.I) Access Control trol Cot s l iolcct i l parr el°alts duringthe test, dear laot°ria tY, sr 1°i)tC t Jviana r xtJJ 14Pe ICY : eCaartrlrs toT1ai7 repurJ; ter he tcs1 is cot 171 lei cl, Heil t poetical rat` 111 systetll fall e etatir• systelYl, °ill lie tester] a ain alter r lartrrs, A war -tray wt.El be In-os.idecl loa° lahc r-,'lvorkraaaship and no hard y. installation for a in cl ofi ala t l y°gat° froJa the drate r f cc tztplctio .04 I'l C EiC `I CI,05l -C IJ"C'' At ctaProjeet; the C4 ittracto' shall Est°ov°lcle th CU I1t°oiect 11 rri coaYal?lete set of cyst m "As llrrilt�. dCa trigs that include; but not 1 to.! iallcacvi>r iazlot`ataati�ar prior to closethe project, 1. head end eq iipnlent and interface Pane] l� atrt.ions 2 l o er supply=loeataoils. 4. Deviee 1eac aticaasr Cir brit aaraaahers back to panel ]oast o C?orzllalete systein rix a dia rai that d interconnectioxYs; odin locations l CST E CI AGE IJExEi C °I`RI N IC.° SAl E F SND SE C i I"E'"C' 1r 11F. 2 I I .x.TERIOR DOf O I KIC. t°t ARCH C"III Iii, 2017 Key Notes. il b Location of existing Intelligent Stems Controller (ISG) and existing pool Reader interFace 1 1) - T1G-Tn to existing unless noted otherwise Provide (I) LNL 1320 Series 2-17ual -Reader Interlace (ORI) to existing cabinet 22/4T/S - DommuniG1c tions wiring between !SC and DRI Provide additional 24v 4 arnp power to existing Cabinet Not used Not used Not used Not used Provide penetration firestopping system► at penetration - 1 -hour rated assembly General Notes= Indicates suggested pathway Drawing Is dlagramrnatic. Drawing intention Is to show start and end locations. ISG (start) locations and door (enol) locations shall not change unless prior approval by CU PM and Archltect. 2. acrd access s tem shall comply with oppilcable Cornell University standards. Submittals shall be approved by Darnell University Facilities Engineering and Cornell University Police Department. 3. tarred card access system: Installation shall Include card reader, door contacts, power transfer hinges, latch, reader Interface module, interconnecting power and communications wiring, and head end Intelligent 5135tem controller are complete system. 4. Schedule preinstallation conference with LSC.. EG, CU PM and Architect to detail proposed pothw0ys For approval prior to start of worn. 5. Conceal conduit typical alcove Finish ceiling and within walls. Maintain clearances as per specifications. Exposed conduit is only allowed with prior approvals by CU PM and Architect. 6. Provide 3/4" EMT conduct typical, unless noted otherwise. 1, Provide wiringg as noted: Cornell University Facilities Engineering and Cornell Access Control Program Shall approve any devlotrons In wire, raceway systems, or hordwore, 2536 to UP 20003 2031' ea 201E 0 203G f4aY 20004 20044 20043 20052 20064 72 20066 11 s$ 20001 20007 20061 20060 I=1 1=1 20072 20045 20050 20071 ATRIUM OPEN TO BELOW 20041 20068 20040 0PCN BELOW 20022 20062 20020 20023 20065 20063 20048 20021 a 4 . 111111111I� 111111111 IIIIIIIIIII1111111� 1111I1111111i1111' 20049 20047 227E 221 20005 207 4OG 207A S4 Second Floor Plan 1116" = l'-0' WARPING: DRAWINGS, SPECIFICATiONS .AND OTHER DOCUMENTS. INCLUDING THOSE N ELECIRONIC FORM, PREPARED BY BERG ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WiTH RESPECT TC T1 -C PROJECT FOR WHICH THEY WERE CREATED_ THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIG -ITS, INCLUDING COPYRIGHT. FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA, IT IS AVIOLATION OF IDLE VII, PARTBB.9(B) OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OFALICENSED ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCH4TECT SHALL AFFIX HIS SEAL, SIGNATURE. THE DATE, THE NOTATION ALTERED 9Y, AND THE SPECIFIC DESCRIPTION OF THE ALTERATION. WHERE DRAWING$, ON PAPER OR ELECTRONIC MEDIA. SHOW E] ISTNG, NEW, AND/OR PROPOSED WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN ABA MATTER OF INFORMATION AND THAT THE OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASBLLE NO RESPONSIBILITY THEREFORE THE USER SHALL MAKE THEMSELVES FAMMJARwml ANLL CONDITIONS AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS LOCATING EXISTING, PROPOSED, AND/CR NEW WORK AND CONDITIONS. CORNELL UNIVERSITY Infrastructure Properties St Planning Cornell University Ithaca, New York to c .2 0 FLA opmnummonownwo CORNELL U191fft0 ARCHITECTURE PLLC ARCHITECTURE STAINABLIXTY P RESERVATION Thirty -Two Whithrop Street Rcobeetar, Haw Torii 14007 PROJECT TITLE: Exterior Door HodIFications Sage Holll - 114 East Avenue Cornell University SHEET TiTLE: Second Floor Electrical Plan CLIENT /OWNER: Gorne I I University Infrastructure Properties and Planning Ithaca, Nev.' York SHEET NUMfERIDATE: E-11 March 10, 2017 M Z — N Crz 3 O D Door IS WTr1n 18/2 - door contact k8/ - door prop alarm 18/4 - Ic tch retrocton and request to exit 22/6 - cord reader Door A WIr1n l: 18/2 - door contact 18/2 - door prop alarm 18/4 - !ditch retract1on and request to exit Door IN1r 18/2 - door contact 18/2 - door prop alarm 18/4 - latch retraction and request to exit uIIIIIIIIIIIIIut k 1111111111111111' N First Floor Pion 1/16" y l'-0" Remove Lig beaded calling board to conceal wiring- reinstall Door D 18/2 - door contact 18/2 - door prop alarm 18/4 - latch retraction and request to exit Door E Magi. 18/2 - door contact 18/2 - door prop alarm 18/4 - latch retraction and request to exit MATCH not used Key Notes: Location of existing Intelligent Sptems Controller (ISC) and existing Dual Reader InterfaceI) - T1e-1n to existing unless noted otherwise Provide (1) LNL 1320 Series 2 -Dual Reader Interface (DRI) to existing cabinet 22/4T/5 - Gommuniciatrons wiring between ISG and DRI Provide additional 24v 4 ornp power to existing cabinet Hiring' Refer to per door location: Coordinate with Door Hardware Schedule Card reader muitIC•LASS 5E, HID eioboI Model RP -40 Single -gong switch box -Mount end Finish per A -I0 Provide liquid -tight flexible steel conduit through 14011 Gard reader murtIIGLASS SE, HID t9IoboI Model RPI Single -gong J -box- Coordinate with existing metal Frame Provide liquid -tight flexible steel conduit through frame FiiProvide penetration firestoppIng system at penetratbn- 8 2 -hour rated assembly Provide penetration frrestoppIng system at penetration - 1 -hour rated assembly above (Seneca Notes: Indicates suggested pathway Drawing Is diagrammatic. Drawing intention is to show start and end locations. I5G (start) locations and door (end) locations ShOII not change unless prior opproval by GU PM and Architect. 2. Gard access system shall conply with applicable Cornell University standards. S1.kxnittals shall be approved by Cornell University Facilities Engineering and Cornell University Police Department. 3. lAlired card access system: Installation shall include card reader, door Contacts, power tran5Fer hinges, latch, reader interface module, interconnecting power and carrrrklnications wiring, and heod end intelligent system controller are corrrplete 4. Schedule preinstallotlon conference with 6G, EG, GU PM and Architect to detail proposed pathways For approval prior to start of world. S. Conceal conduit typical above finish ceiling One within 140115. Mak aln clearances as per specifications, Exposed conduit 1s only allowed with prior approvals by GU PM and Architect. 6. Provide 3/4" EMT conduit typlcoI, unless noted otherwise, '7. Provide wiring os noted Cornell University Facilities Engineering and Cornell Access Control Program shall approve any deviations in wire, raceway systems, or hardware. 50004 I 138 50075 +3s I B0074 50020 B0021 1515.1 80077 50003 80044 313 60076 50073 60070 80080 J B52 El 128 0042 ..tr, 50040 0 50069 60047 50081 Door H 1NTrina, 18/2 - door contact 18/2 - door prop olorm 18/4 - total retraction and request to exit 22/6 - card reader 18/4 - existing door operator sw1LGh MATCH T LEFT MATCH TO RG not used AATCH To ..................... RIGHT 60064 6006 60078 D0060 50005 P 2fo MATCH TO no il Esme © 3 MATCH LINE not used 130063 MATCI. LSF MATCF RiGF not used WARPING: DRAWINGS, SPECIFICA11DNS .AND OTHER DOCUMENTS. INCLUDHG THOSE N ELECIRONIC FORM. PREPARED DY BERG ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WiTH RESPECT TO TI -C PROJECT FOR WHICH THEY WERE CREATED- THE ARCHITECT RETMNS ALL COMMON LAW, STAT jTCRY AND OTHER RESERVED RIG -ITS, INCLUDr'IG COPYRIGHT. FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA, IT IS AVIOLATION OF TITLE VII. PART ERNS) OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON. UNLESS AGING UNDERTHE (IRECTiCIN OFALICENSED ARCHITECT TO ALTER THIS DRAWING. IF ALTERED. SUCH ARCH4TECT SHALL AFFIX HIS SEAL. SIGNATURE. THE DATE, THE NOTATION ALTERED 9Y, AND THE SPECIFIC DESCRIPTION OF THE ALTERATION. WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA. SHOW E] ISTHG, NEW. AND/OR PROPOSED WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN ABA MATTER OF INFORMATION AND THAT THE OWNER AND ARCHITECT. WHILE BELIEVNG SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT. ASSUME NO RESPONSIBILITY THEREFORE THE USER SHALL MAKE THEMSELVES FAMILIAR WM-I AL.L CONDITIONS AFFECTING THE NATURE AND FAWNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS LOCATING EXISTING, PROPOSED. AND/CR NEW WORK AND CONDITIONS. CORNELL UNNERStTY Infrastructure Properties St Planning Cornell University Ithaca. New York 0 171311 ColakitinikaliAMEISHM:4 ARCHITECTURE PRESERVATION ]3 C} ARCHITECTURE PLLC Thirty -Two Wlnihrap Street Rooba ler, Haw Tort 14607 1. 158K-288-PABB i aonterot bexaerahnec ture.ogm PROJECT TITLE: Exterior Door Modifications Sage Holl - 114 East Avenue Cornell Unlversitj SHEET TiTLE: a ernent and First Floor Electrical Pion CLIENT i OWNER Cornell University Infrastructure Properties and Planning Ithaca, Nev.' York SHEET NUMfERIDATE: E -1O March 10, 2017 M z N Crz 3 O CORNELL UNIVERSITY SAGE HALL FACILITIES CONTRACTS EXTERIOR DOOR MODIFICATIONS 121 HUMPHREYS SERVICE BUILDING ITHACA, NEW YORK 14853-3701 ADDENDUM NO. 2 MARCH 30, 2017 This Addendum contains changes to the requirements of the Contract Documents and Specifications. Such changes are to be incorporated into the Construction Documents and shall apply to the work with the same meaning and force as if they had been included in the original document. Wherever this Addendum modifies a portion of a paragraph of the specifications or a portion of any Drawing, the remainder of the Paragraph or Drawing shall remain in force. NOTE: Provisions of all Contract Documents apply. Item 1. Section 08 21 00, Part 3.1.A ADD Subparagraph B and C, and as follows: B. Doors G, of original historic configuration, are of contemporary construction techniques. The interior lower panels scheduled for repair are removable. The molding of the interior raised panel is removable and the raised panel is believed separate construction. The interior panel is accessible from both interior and exterior sides; the exterior panel is 7-ply removable panel. Contractor shall provide additional blocking for support of interior panel when reinstalling. C. Owner will work with Contractor to establish a repair methodology and sequence to meet the needs of the Owner and practical aspects required in order to complete effective repairs required. Item 2. RFI Questions and Clarifications See attached RFI Log (Items 1 - 2) Attachments: RFI Log (Items 1-2) ****END OF ADDENDUM NO. 2**** Sage Hall Exterior Door Modifications Date: March 30, 2017 RFI Form RFI/ Page/ Response Dwg./Spec./Rep. Section/ Design Team Index Number Paragraph/Topic RFI Response 1 Request for site visit with subcontractors and to provide Sage Hall facilities contact information. See Addendum No. 1, Item 19. 2 Section 08 21 00 When doors are removed to be refurbished, is it OK to replace with temporary doors until existing doors are ready to be re- hung? See Addendum No. 2, Item 1. CORNELL UNIVERSITY SAGE HALL FACILITIES CONTRACTS EXTERIOR DOOR MODIFICATIONS 121 HUMPHREYS SERVICE BUILDING ITHACA, NEW YORK 14853-3701 ADDENDUM NO. 1 March 28, 2017 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. BID FORM, BF-4 REPLACE Page BF-4 with revised BF-4R, attached. Item 2. BID FORM BF-6 REPLACE Page BF-6 with revised BF-6R, attached. Item 3. Section 01 32 16, Part 1.3, Item A.2 DELETE the following: c. Asbestos abatement (by Owner) at Door G. d. Temporary glazing at Door G. g. Card Access Equipment installations for dual reader interface modules (DRIS), power supplies, card readers, door contacts, and sirens. CHANGE to read: “a. Electrical rough-in (raceways, boxes, and conductors).” Sage Hall Exterior Door Modifications Addendum No. 1 March 28, 2017 Page 2 Item 4. Section 01 32 16, Part 1.3, Item A.3 DELETE “…hazardous materials abatement…” Item 5: Section 01 35 29, Part 1.3, Item C CHANGE to read: “Based on the above, disposal of asbestos containing material is not anticipated.” Item 6: Section 02 41 19, Part 1.4, Item E.1a DELETE a. Abatement of asbestos-containing glazing materials at Door G shall be part of the Project. Item 7: Section 08 21 00, Part 2.1, Item C.5 DELETE in its entirety. Item 8: Section 08 21 00, Part 3.1, Items A and B: DELETE in their entirety. REPLACE with: A. Doors scheduled for restoration: Door E and G – Operable doors. 1. Remove door leaf(s) for restoration on bench. 2. Refer to Section 09 91 00 “Painting” for priming and finishing. 3. Repair frame as scheduled, prime. 4. Install scheduled hardware and weatherstripping. 5. Install door in opening. Make final adjustments to door and hardware. 6. NOTE: Door shall be reinstalled at close of each workday. Item 9. Section 08 21 00, Part 3.4: DELETE Subparagraphs: A, G, H, and I in their entirety. CHANGE to read: “J. Prepare, prime, and paint as scheduled in Section 09 91 00 “Painting.” ” Sage Hall Exterior Door Modifications Addendum No. 1 March 28, 2017 Page 3 Item 10. Section 08 71 00, Part 3.7, Door Hardware Schedule, EXHIBIT A REPLACE current EXHIBIT A with revised Door Hardware Schedule, EXHIBIT A, attached. Item 11. Section 09 91 00, Part 2 ADD 2.9 EXTERIOR WATER-BASED PAINTS A. Latex, Exterior/Interior, Institutional, (Semi-gloss). 1. Benjamin Moore & Co.; Ultra Spec HP D.T.M., Acrylic Semi-gloss (HP29), MPI 141. Item 12. Section 09 91 00, Part 3.5 PAINTING SCHEDULE REPLACE existing Part 3.5 with revised 3.5 PAINTING SCHEDULE, attached. Item 13: Section 28 13 16, ELECTRONIC SAFETY AND SECURITY SYSTEMS DELETE in its entirety. REPLACE with revised Section 28 13 16 attached. Item 14: Drawing A-10, Door Schedule and Existing Door Elevations and Notes, Detail 4 “Doors G”: DELETE the following note on Exterior elevation: “Card reader – Model RP40- Provide single gang box for install-paint box to match brick masonry.” REPLACE with the following note on Exterior elevation: “Card reader – Model RP40- Provide single gang box recessed in masonry wall – refer to Drawing 2/E-10.” Sage Hall Exterior Door Modifications Addendum No. 1 March 28, 2017 Page 4 Item 15: Drawing A-10, Door Schedule and Existing Door Elevations and Notes, Detail 4 “Doors G”: DELETE the following note on Plan: “After piloting, drill from both sides through brick masonry wythes for surface mounted box installation – Mount box to surface of masonry wall and fasten through mortar joints – Paint box to match existing brick masonry.” REPLACE with the following note on Exterior elevation: “Carefully remove existing brick to provide recess for masonry single-gang box – refer to Drawing 2/E-10 - After piloting, drill from both sides through brick masonry wythes.” Item 16: Drawing E-10, Basement and First Floor Electrical Plans DELETE “Key Notes” and “General Notes” in their entirety. REPLACE with revised “Key Notes” and “General Notes”, attached. Item 17: Drawing E-11, Second Floor Electrical Plan DELETE “Key Notes” and “General Notes” in their entirety. REPLACE with revised “Key Notes” and “General Notes”, attached. Item 18: Reflected Ceiling Plans for the Basement, First and Second Floor are being provided for information purposes only. Item 19: Clarifications: Throughout the bidding period, to schedule site visits to Sage Hall, contact the following building coordinators: Mark Fabrizi, Building/Facilities Coordinator Mrf22@cornell.edu (607) 255-0025 Sage Hall Room B16 Joseph Jacoby, Building/Facilities Coordinator Jjj8@cornell.edu (607) 255-3924 Sage Hall Room B16 Sage Hall Exterior Door Modifications Addendum No. 1 March 28, 2017 Page 5 Item 20: Attached is the Pre-Bid Sign-in sheet for reference only. Attachments: Bid Form BF-4R Bid Form BF-6R Section 08 71 00, Part 3.7, Door Hardware Schedule, EXHIBIT A Section 09 91 00 PAINTING, Part 3.5, PAINTING SCHEDULE Section 28 13 16 ELECTRONIC SAFETY AND SECURITY SYSTEMS Drawings E-10 and E-11 “Key Notes” “General Notes” 1998 Renovation: Reflected ceiling plans: A6.0, “Basement Reflected Ceiling Plan” by The Hillier Group. A6.1, “First Floor Reflected Ceiling Plan” by The Hillier Group. A6.2, “Second Floor Reflected Ceiling Plan” by The Hillier Group. Pre-Bid Sign-in Sheet ****END OF ADDENDUM**** ADDENDUM NO. 1 BID FORM BF-4R GLAZING 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. ADDENDUM NO. 1 BID FORM BF-6R 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 Value Included in Base Bid Division 01 General Requirements Division 02 Existing Conditions Division 07 Thermal and Moisture Protection 08 14 00 & 08 14 33 Wood Doors, Stile and Rail Wood Doors 08 71 00 Door Hardware Division 08 Balance of Openings Division 09 Painting Division 26 Electrical Division 28 Electronic Safety and Security, (Part 2.03 only) Total Bid $ Sage Hall Exterior Door Modifications, March 10, 2017 Addendum No. 1 Door Door Location Door TypeFrame TypeEqual PairSingle doorDoor WidthDoor HeightThicknessHand Fire RatingHinges McKinney T4A3786 x 5" x 5" x BT x NRP x 10B x QC12Hinges McKinney T4A3786 x 5" x 5" x BT x NRP x 10BHinges McKinney T4A3786 x 5" x 4 1/2" x BT x NRP x 10B x QC12Hinges McKinney T4A3786 x 5" x 4 1/2" x BT x NRP x 10BHinges McKinney T4A3786 x 6" x 4 1/2" x BT x NRP x 10B x QC12Hinges McKinney T4A3786 x 6" x 4 1/2" x BT x NRP x 10BHinges McKinney T4A3786 x 6" x 5" x BT x NRP x 10B x QC12Hinges McKinney T4A3786 x 6" x 5" x BT x NRP x 10BSargent 70-31-55 x 56 x 8804 x E x Less Trim x 10B x 24 VoltsSargent 70-31-55 x 56 x 8804 x F x Less Trim x 10B x 24 VoltsSargent 70-31-55 x 56 x 8804 x J x Less Trim x 10B x 24 VoltsMcKinney QC-C003P Connection from power transfer hinge toelectrical connection.McKinney QC-C??P Field verify length power transfer hinge topanic device.Sargent 70-L980 Mullion x 10B x Door HeightSentrol 1078 BrownBest Restricted Cylinder furnished by Cornell University Lock ShopCloser Sargent 351 x PS x EB Sargent 351 Drop Plates x 10BBurns Kick Plates .050 x B4S x 8" x 2" less door width x 10BBurns Push Plates .050 Size and height location to be determinedby ArchitectMullion Seals 5100N x Mullion HeightSweeps NGP D608DKB x Door WidthSeals NGP 190VDKB x Door Perimeter NGP Threshold 513BR x Door Frame Width Silencers DCI 9SA Exterior From 10004 WD Wood x 2'8" 7' 2" 2 1/4" RHRA N 2 4 2 2 2 1 2 2 2 2 2 2 1 2 1 1 2 B Exterior from 1200 WD Wood x 3'8" 8' ? RHRA N C Exterior from 10003 WD Wood x 3' 7' 2 1/4" RHRA N 2 4 2 2 2 1 2 2 2 2 2 2 1 2 1 1 2 D Exterior from 10058 WD Wood x 2'8" 7'2" 2 1/4" RHRA N 2 4 2 2 2 1 2 2 2 2 2 1 2 1 1 2 E Exterior from 102A WD Wood x 3'3" 7" 2" RHRA N 1 2 1 1 1 1 1 1 1 1 1 1 1 1 F Exterior from 101F WD Wood x 3 6'8" ? RHRA N G Exterior from 10052 WD Wood x 3'5" 7' 2 1/2" RHRA N 2 4 2 2 2 1 2 2 2 2 2 2 1 2 1 1 2 H Exterior from 10040 WD HM x 3'3" 8'7" 2 1/4" RHRA N 2 4 2 2 2 1 2 2 2 2 1 2 1 1 2 Notes #1 # 2 # 3 # 4 # 5 # 6 # 7 Install override cylinders in RHRB door # 8 # 9 #10 All doors and hardware shall be field verified DO NOT CUT ANY OF THE QC CONNECTORS Remove outside handles on door C and give to the building coordinator. Theory of Operation Door G. Free egress from inside at all times. Cylinder on RHRB door is to be used only if the card access system fails. The card access system can be programmed to lock and unlock the panic devices allowing the door to be a push and pull door. When the building is secure presenting a valid ID card to the reader the panic device latch bolt will be retracted and the door can be pulled open. Theory of Operation Door H. Free egress from inside at all times. Cylinder on RHRB door is to be used only if the card access system fails. The card access system can be programmed to lock and unlock the panic devices allowing the doors to be a push and pull door. When the building is secured and you present a valid ID card to the reader, the panic device will retract and the door can be pulled open, or you can push the ADA push pad and the door will open by the operator. New and existing doors will need a race way from the power transfer hinge to the inactive end of the panic device. Cables in door from transfer hinge to panic device will need to be field verified 3" cables need to be connected to the frame side of the power transfer hinge and the other end will be connected to Electrician cable brought down the frame. If the new hinge screws do not secure properly, notify Cornell PM and Architect. EXHIBIT A CORNELL UNIVERSITY SECTION 09 91 00 Ithaca, New York PAINTING SAGE HALL PAINTING 09 91 00 - 1 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 ADDENDUM NO. 1 SECTION 09 91 00 – PAINTING – ADDENDUM NO. 1 3.5 PAINTING SCHEDULE A. Preparation and finishing: 1. By door location: a. Door A: 1) Exterior transom panel: Strip, sand, prime and (2) finish coats. 2) Exterior and interior casings: Sand, spot prime, (1) finish coat. b. Door B: 1) Door and casings (exterior and interior): Sand, spot prime, (1) finish coat. c. Doors C: 1) Exterior casings: Strip, sand, prime and (2) finish coats. 2) Interior casings: Sand, spot prime, (1) finish coat. d. Doors D: 1) Exterior and interior casings, including transom window: Sand, spot prime, (1) finish coat. e. Door E: 1) Exterior face of door and exterior casings, including transom window: Strip, sand, prime and (2) finish coats. 2) Interior casings, including transom window: Sand, spot prime, (1) finish coat. f. Door F: 1) Door and casings (exterior and interior): Sand, spot prime, (1) finish coat. 2) Replacement wood sill: Prime and (2) finish coats. g. Door E: 1) Exterior face of door and exterior casings, including transom window: Strip, sand, prime and (2) finish coats. 2) Interior casings, including transom window: Sand, spot prime, (1) finish coat. CORNELL UNIVERSITY SECTION 09 91 00 Ithaca, New York PAINTING SAGE HALL PAINTING 09 91 00 - 2 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 ADDENDUM NO. 1 h. Doors G: 1) Exterior and interior casings, including transom window: Sand, spot prime, (1) finish coat. i. Doors H: 1) Hollow metal frame (exterior and interior): Prepare and paint (1) finish coat. B. Exterior Wood Substrates: Existing wood doors and casings. 1. Alkyd System: a. Prime Coat: Primer, alkyd for exterior wood, MPI #5. b. Topcoat: Alkyd, exterior, semi-gloss (MPI Gloss Level 5), MPI #94. 1) Color: Benjamin Moore 1238 “Falcon Brown,” Verify to match existing. 2) Sheen: Semi-gloss. C. Exterior Wood Substrates: New wood doors (both faces) and replacement members. 1. Alkyd System: a. Prime Coat: Primer, alkyd for exterior wood, MPI #5. b. Intermediate Coat: Exterior, alkyd enamel, matching topcoat. c. Topcoat: Alkyd, exterior, semi-gloss (MPI Gloss Level 5), MPI #94. 1) Color: Benjamin Moore 1238 “Falcon Brown,” Verify to match existing. 2) Sheen: Semi-gloss. D. Interior Wood Substrates: Existing wood casings. 1. Institutional Low-Odor/VOC Latex System: a. Prime Coat: Primer, latex, water based; Fresh Start® Premium Interior Primer. b. Topcoat: Latex, interior, institutional low odor/VOC, Super Spec Interior Latex (Eggshell). 1) Color: Match existing. 2) Sheen: Eggshell; Verify to match existing. E. Interior Gypsum Board and Plaster Substrates; areas of repairs: 1. Institutional Low-Odor/VOC Latex System: a. Prime Coat: Primer sealer, Latex, Water-based, Fresh Start® Premium Interior Primer. b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat. CORNELL UNIVERSITY SECTION 09 91 00 Ithaca, New York PAINTING SAGE HALL PAINTING 09 91 00 - 3 EXTERIOR DOOR MODIFICATIONS BeroArchitecture MARCH 10, 2017 ADDENDUM NO . 1 c. Topcoat: Latex, interior, institutional low odor/VOC, Super Spec Interior Latex (Eggshell). 1) Color: Match existing. 2) Sheen: Eggshell; Verify to match existing. F. Metal Substrates: Including, but not limited to, hollow metal frame, and existing and new conduit (concealed conduit do NOT need painting). 1. Institutional Low-Odor/VOC Latex System: a. Topcoat: Latex, interior, institutional low odor/VOC, Ultra-Spec HP D.T .M. Acrylic Semi-gloss (HP29), MPI 141. END OF SECTION 09 91 00 CORNELL UNIVERSITY SECTION 28 13 16 Ithaca, New York ELECTRONIC SAFETY AND SECURITY SYSTEMS SAGE HALL ELECTRONIC SAFETY AND SECURITY SYSTEMS 28 13 16 - 1 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 ADDENDUM NO. 1 SECTION 28 13 16 – ELECTRONIC SAFETY AND SECURITY SYSTEMS PART 1 GENERAL 1.01 GENERAL PROVISIONS A. Provide materials and labor required for complete working systems as shown on drawings and/or specified. 1. Provide raceways, conduit, conductors, and boxes as specified and as detailed in Drawings. 2. Provide connections to builder’s hardware as specified in Section 08 71 00 “Door Hardware” 3. Coordinate with Owner’s Security Group. B. Owner’s Security Group, Central Zone, Facilities Engineering, shall provide materials and labor required for equipment and programming of electronic safety and security system as shown on drawings and/or specified. Coordinate with Owner’s Security Group as needed to provide a complete working system. 1. Owner’s Security Group shall provide electronic security systems network connections, data transmissions, communication devices, interfacing controls, sensors, and actuators. 2. Electronic security systems or devices include: i. Card access control – wired. ii. Reader interface. iii. Additional power (where needed) to reader interface. iv. Card Reader. v. Siren. 1.02 RELATED DOCUMENTS A. CUPD Access Control Consultation/Installation Procedure. B. NFPA 730: Guide for Premises Security. NFPA 731: Standard for the Installation of Electronic Premises Security Systems. 1.03 QUALITY REQUIREMENTS A. Preinstallation Conference: Conduct a preinstallation conference with Cornell PM, Architect, Owner’s Security Group, Cornell University Lock Shop, and other required representatives for proper furnishing and installation. 1.04 SUBMITTALS A. Conductor schedule. CORNELL UNIVERSITY SECTION 28 13 16 Ithaca, New York ELECTRONIC SAFETY AND SECURITY SYSTEMS SAGE HALL ELECTRONIC SAFETY AND SECURITY SYSTEMS 28 13 16 - 2 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 ADDENDUM NO. 1 PART 2 PRODUCTS 2.01 SYSTEM DESCRIPTIONS A. Card Access Systems (CAS). 1. Wired: CAS at the User End, are comprised of card reader, door contacts, electric hinge or power transfer hinge, door strike, latch, reader interface module, interconnecting power and communications wiring, head-end intelligent system controller. 2.02 POWER REQUIREMENTS – BY OWNER’S SECURITY GROUP A. Provide 12VDC power supply to card access boards, and 24VDC power for other devices (exit device, card access readers, door hardware). B. Varying voltage supplies shall be kept separate from each other. C. Locking hardware shall be directly wired to the distribution board. 2.03 CONDUIT, WIRE AND BOXES A. Security and Card Access wiring shall be installed in a separate conduit system independent of other system circuits. Free-air plenum-rated cable is not acceptable. Minimum requirements are listed: Door contact and door prop alarm conductors: 18 AWG/2-pair stranded copper. 1. Basis of design: Belden model #6300FE or approved equal. Security Card reader conductors: 22 AWG/6-conductor, shielded. 1. Basis of design: Belden model #6504FE or approved equal. Latch retraction and request to exit conductors: 18 AWG/4-conductor, shielded. 1. Basis of design: Belden model #6302FC or approved equal. B. System wiring, circuits, and conductors shall be identified by number at termination points and splice points (switch, junction, or splice boxes). C. Switch, junction, and splice boxes containing card access wiring, circuits, and conductors shall have blue covers. 1. Boxes shall be sized to allow needed conductors in box without exceeding maximum allowed by NEC. 2. No extension boxes on existing boxes allowed. 3. Switch, junction, splice and pull boxes shall be installed so wiring contained in is rendered accessible per NEC code. Boxes shall have accessible and removable covers. CORNELL UNIVERSITY SECTION 28 13 16 Ithaca, New York ELECTRONIC SAFETY AND SECURITY SYSTEMS SAGE HALL ELECTRONIC SAFETY AND SECURITY SYSTEMS 28 13 16 - 3 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 ADDENDUM NO. 1 4. Boxes shall be securely fastened to structure. D. Raceway systems shall be installed in a concealed manner, they shall be brought above accessible ceilings and fished inside walls. Prior approval is required for surface mounted raceways systems from CU Project Manager and Architect. 1. Electrical Metallic Tubing (EMT) 3/4-inch minimum size. 2. Liquid Tight Steel Conduit (Seal-Tight) A grounding conductor shall be installed. 3. Flexible Metal Conduit (Greenfield) Where required for flexible connections ONLY, prior approval required. Connectors shall be UP listed. A grounding conductor shall be installed. E. Cabling shall run in such a fashion to be kept at 18-inches away from electric or data lines. In the event a cable must cross over a path of an AC line, the cable must cross the path at a 90-degree angle to the AC line. Cabling shall be kept at 18-inch away from fluorescent lighting ballasts. F. The minimum bend radius for a conduit that is less than 2-inches in diameter shall be 6 times internal conduit diameter. G. The use of flexible conduit shall be used when all other methods are not practical. Flexible conduit lengths shall be minimized and secured by the NEC. H. Cornell University Facilities Engineering must approve any deviation in wire, raceway systems or hardware. 2.04 CARD ACCESS SYSTEM IDENTIFICATION - BY OWNER’S SECURITY GROUP A. Owner’s Security Group shall provide lettered phenolic identification plates on the following components installed as part of the Work of this Project: 1. Building Intelligent System Controllers (ISC) 2. Control Modules 3. Interface Modules 4. Remote power supplies Lettering shall be coordinated with labeling of existing system and to comply with Cornell University Design and Construction Standards. 2.05 DUAL READER INTERFACE MODULES (DRIS) - BY OWNER’S SECURITY GROUP A. General: Furnished and installed by Owner’s Security Group – INFORMATIONAL PURPOSES ONLY 1. Locate its respective power source as close as physically possible, while maintaining proper service clearances. CORNELL UNIVERSITY SECTION 28 13 16 Ithaca, New York ELECTRONIC SAFETY AND SECURITY SYSTEMS SAGE HALL ELECTRONIC SAFETY AND SECURITY SYSTEMS 28 13 16 - 4 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 ADDENDUM NO. 1 2. Provide eight supervised inputs, four per door. Inputs are for exit request (normally open), door contact (normally closed), and two auxiliary monitoring points. 3. Provide end-of-line termination at the end of the communications line. B. Power: 1. Provide 12VDC. 450mA power input. 2. Circuit with 18 AWG minimum twisted pair cable. C. Upstream Communication: 1. Port 1, use 2-wire RS-485 interface, is used to communicate with the ISC. 2. RS-485 interface cable shall be a minimum of 24 AWG twisted shielded pair. 3. Cables drops to devices from Dual Interface Reader shall be kept to a minimum. D. Manufacturer: 1. Lenel LNL-1320 Series 2; Lenel Systems International, Inc. 2.06 CARD READERS – COORDINATE WITH OWNER’S SECURITY GROUP A. Provide box as detailed in Drawings for card readers. B. Card readers shall be wall-mounted adjacent to door on the handle (pull) side. Reader shall be mounted to meet current accessibility code requirements. 1. Pair of doors: Mount to active leaf side. The inactive leaf shall be monitored with door position switches. 2. If door operator is in use, reader shall be mounted adjacent to operator switch/paddle. B. Manufacturer: Furnished and installed by Owner’s Security Group 1. multiclass SE Reader; HID Global, Assa Abloy. RP15, 1.9-inch by 6-inch – Door H RP40, 3.3-inch by 4.8-inch – Door G Black color 2.07 SIREN - COORDINATE WITH OWNER’S SECURITY GROUP A. Provide box for siren; coordinate with Owner’s Security Group. B. Mount box at 8’-0” above finish floor within 5-feet of door opening. Locate siren in relation to other existing items at door opening.. C. Single-gang flush mount siren. Furnished and installed by Owner’s Security Group. 1. Piezo siren, steady tone. 2. WBox Technologies, Model 0E-1GANGSIRN 3. White, 4.5-inch by 2.75-inch. CORNELL UNIVERSITY SECTION 28 13 16 Ithaca, New York ELECTRONIC SAFETY AND SECURITY SYSTEMS SAGE HALL ELECTRONIC SAFETY AND SECURITY SYSTEMS 28 13 16 - 5 EXTERIOR DOOR MODIFICATIONS Bero Architecture MARCH 10, 2017 ADDENDUM NO. 1 PART 3 EXECUTION 3.01 SYSTEM PROGRAMMING A. By Owner’s Security Group. 3.02 TESTING, COMMISSIONING, ACCEPTANCE A. By Owner’s Security Group: A final test of the respective security and card access equipment and hardware shall be performed prior to considering the installation complete. The installer shall schedule a system’s commissioning with the Access Control Project Manager, Contractor, Electrical Contractor, when applicable, two weeks prior to the completion of the installation and tentative testing date. On that date, a full system test will be performed according to the guidelines (Cornell University Design and Construction Standards website): 1. See Cornell CUPD Access Control Consultation/Installation Procedure. 2. https://cds.fs.cornell.edu/file/281316_Electronic%20Safety%20and%20Security %20Systems.pdf B. By Owner’s Security Group The CUPD Access Control Project Manager will give the commissioning report to Cornell’s Project Manager after the test is completed. When a portion of the system fails during the test, that portion, or the entire system, will be tested again after repairs. 3.03 WARRANTY A. By Owner’s Security Group: A warranty will be provided for labor/workmanship and on hardware included in the installation for a period of one (1) year from the date of completion. 3.04 PROJECT CLOSE-OUT A. By Owner’s Security Group: At completion of the Project, the Contractor shall provide the CU Project Manager with a complete set of system “As-Built” drawings that include, but not limited to, the following information prior to closeout of the project. 1. Head end equipment and interface panel locations. 2. Power supply locations. 3. Battery calculations. 4. Device locations. 5. Circuit numbers back to panel locations. 6. Complete system riser diagram that depicts all wiring, components, and interconnections; including locations and labeling. END OF SECTION 28 13 16 Notes on joinery. 1. Provide haunched tenon at top rail Intostries, typical. 2. For lock end bottom rolls, provide paired tenon Into stiles, typical unless noted otherwise. Muntln, typicol- Chamfer at glazed opening - Provide stub tenon at each end of muntrn For joinery to rolls 1 1 w Doors H 1 Glazing 1/2"x314" lass stop- /4" chci'nFer- interior side of door C Iazing Detail at Muntin 3" - II -ON N Stile, typical - Chamfer at glazed opening Doors H 1 &lazing 112"x3/4" glass stop - I/4" chamfer - Interior side of door C lazing Detail 3" I, -o" Stile, t plcal- 1/2" chamfer typical at pone! opening Doors H Panel Detail 2-I/4"x5/8" T46 beaded board - C2) layers - Provrde sealant between boards 2 -3/4"x1 -I/2" Frantie- chamFer outer edge and ease edge at glazing I/2" gloss stop interior Face Frame 5member 1 " Doors D Slazing Detail 3" = 1'-O" Glazing 314"xI-1/8" Wind stop 1/2"x11" panel stop n.2 -I/4" raised panel thickness Stile Doors G 1 Raised Panel Detail 3" = 11-0" Note. Provide gap to allow for movement. T46. beaded board- 3 -1/2"x3/4" - Center bead at Interior face of door and "V" -groove exterior face of door - Provlde SVGIIGnt between boards Doors At D Stile retail a„=1' -o" Line of bottom rail below 1/4" chamfer, typical - Provlde pram stop Notes, Mid -roils, cross braces and head rail, sknllor Door 11eatherboard- 3/4"x3-I/4 - case each end - Palnt to frnrsh- Robbet back For sweep - Fasten with silicon bronze screw Door sweep Threshold - Set in seolant Typikol Door Sweep Detail 3" = 1.-0" Note. Provide at existing Door E; Provide at. Doors A, C, 0, H WARPING: DRAWINGS, SPECIFICATIONS .AND OTHER DOCUMENTS. INCLUDHG THOSE N ELECTRONIC FORM. PREPARED DV BERG ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT VG T1 -E PROJECT FOR WHICH THEY WERE CREATED_ THE ARCHITECT RETAINS AU_ COMMON LAW, STATUTORY AND OTHER RESERVED RIG -ITS, INI:LUDr'IG COPYRIGHT. FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA, IT IS AVIOLATION OF TITLE VII, PARTBB.9(B) OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OFALICENSED ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHETECT SHALL AFFIX HIS SEAL, SIGNATURE. THE DATE, THE NOTATION ALTERED BY, AND THE SPECIFIC OESCPoPTION OF THE ALTERATION. INHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA. SHOW E7ISTNG, NEW. ANDIORPROPOSED WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN ASA MATTER OF INFORMATION AND THATTFE OWNER AND ARCHITECT, WHILE BELIEVNG SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO RESPONSIBILITY THEREFORE THE USER SHALL MAKE TFEMSELVES FAMILIAR WITH ALL CONDITIONS AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING ViIFICJATION OF ALL DIMENSIONS LOCATING EXISTING, PROPOSED, AND/CR NEW WORK AND CONDITIONS. Infrastructure Properties St Planning Cornell University Ithaca, New York to c .2 0 FLA P itl[ 44 ]3 C} ARCHITECTURE PLLC ARCHITECTURE EL! 1,1 STAINAB Mr TY PRESERVATION Thirty -Two Winthrop $tract opmnummosmommo Rcobeeter, Haw Torii 14607 PROJECT TJTLE: Exterior Door HodlFrcations Sage Hall - 114 East Avenue Cornell Universltj SHEET TITLE: Poor Details CLIENT !OWNER: Cornell University Infrastructure Properties and PlannFng Ithaca, New York SHEET NUMfERIDATE: A-30 March 10, 2017 etrt \ u 1 5111 Exterior Elevation Doors II." = II -O" Note on Basis of Design, Proposed doors will replace doors installed In the (Mae, Ilullding renovation. New doors will restore an original character-deFrning exterior decorative detail of Charles Babcock's design for the Sage College for Women. The original door configuration (shown In the historic photograph) will be used as the basis of design. Poor construction detailing is based on door E which is known to be original to building construction. Fabrication techniques shall be historically appropriate. Framed, ledged, cross -braced door construction. 1 Reinstall salvaged door pu l Is Weatherboard interior Elevation Hinges shown For design Intent -Install top of scheduled hinge at top of existing hinge pocket- EnIcrge pocket to receive scheduled hinges- EIectr1FIed hinge - Bore through door stile For miring to exit device - Coordinate with scheduled exit device b1 lion b' -0"t Prepare and paint. Interior and exterior casings, including arch tray corn perbel, J Mullion- Modify threshold For bottom retainer ■ 2'_I ■ 5 ■ s 1 6'_011 cterior Elevation interior Elevation Note on Basis of Design. Proposed doors will replace doors replaced In the Igc18 building renovation. No clear photographic evidence showing the original door construction has been Found. The proposed design b based on Dear B pone! construction. Fabrication tec.hniques shall be historically appropriate. Stile and rail door con3tructton. Doors G r3 L CL CI t c cl:IDx u o rxterior Elevation Note on Basls of Design. Proposed doors will replace doors replaced In the IcKl$ building renovation. Details of new doors shall match Door E known to be original to building), Framed, ledged, cross -braced door construction. Doors D 1/21 Interior l=levotlon 51-I4■t Prepare and paint. interior and exterior casings, including arch transom - (1) finish color Plan st- 2 t 2 2 LE ✓ 21-31 ✓ : 5[•5[•5[•5[ uI k• k• k• k:k 5[; k •: Cord reader - Model RPI55- Modlfy existing metol frame 1 4 ■ 4 ■ 61411 rxtertor The Icicie building renovation added these doors. Stile and roll door construction, Existing ADA switch Interior a ti WARNING: DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS. INCL W HG THOSE IN B.ECIRCNIC FORM, PREPARED SY SERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WiTH FIESPECTTOTHE PROJECT FOR WHICH THEY WERE CREATED. THE ARCHITECT RETAINS ALL 00M11IAON LAW, STATUTORY AND OTHER RESERVED RIGHTS. INCLUDING COPYRIGHT. FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA IT IS AVIOLATION OF TITLE VII, PART 60.5(13) OF THE NEW YORK STATE EDUCATION LAN FOR ANY PERSON. UNLESS ACTING UNDERTHE DIRECTION OFA LICENSED ARCHITECT TO ALTER THIS DRAWING. IF ALTERED. SUCH ARCHITECT SHALL AFFIX HSSEAL. SIGNATURE, THE DATE, THE NOTATION "ALTERED BY', AND THE SPECIFIC DESCRIPTION OF THE ALTERATION. WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISITNG, NEW, AND/OR PROPOSED WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN ASA MATTER OF INFORMATION ANO THAT THE OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO RE5PONSiSUTY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMMIARWITH ALLCONDITIONS AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS. 6 qP Infrastructure Properties & Planning Cornell University Ithaca, New York c .2 0 r 4 1 s I ;, i 11 10[141141r 1110ommmmmwommommo SERO ARCHITECTURE PLLC ARCHITECTURE - IPRESERVATION &� I I LITY C VI r Thirty -Two Winthrop Street Rocbeeier, NewTork 14807 15E6-262-E036Iainimai@ exaa'ahitschum.e ra PROJECT TITLE: Exterior Door Modifications Sage 1-ra l l - 114 East Avenue Cornell University SHEET TITLE: Replacement Door Elevations and Notes CLIENT I OWNER: Corne l l University Infrastructure Properties and Planning Ithaca, New York SHEET NUMBER/DATE: A-11 March 10, 2017 O 2 Crz 1-1 5[•5[•5[•5[ 5[•5[•5[•5[ • f[ 5[•5[•5[•5[ • f[ 5[•5[•5[•5[ • f[ 5[•5[•5[•5[ 5[•5[•5[•5[ •, f[ 5[ 5[ 5[ �, 5[ f[ f[ f[ �, 5[ �, •5[•5[•5[• •5[•5[•5[• 3[ •5[•5[•5[• 3[ •5[•5[•5[• 3[ •5[•5[•5[• •5[•5[•5[• 3[ �, f[ f[ f[ 5[ �, 5[ 5[ 5[ 5[n•, f[ f[ f[ 5[ 5[•5[•5[•5[ 5[•5[•5[•5[ 5[•5[•5[•5[ 5[•5[•5[•5[ 5[•5[•5[•5[ 5[•5[•5[•5[ 5[ 5[ 5[ 5[ f[ f[ f[ f[ 5[ 5[ 5[ 5[ ::5[•5[•5[• ::5[•5[•5[• � • ::5[•5[•5[• � • ::5[•5[•5[• � • ::5[•5[•5[• ::5[•5[•5[• [;• f[ f[ f[ 5[ �, 5[ 5[ 5[ 5[ �, f[ f[ f[ 5[ 111111111 Interior a ti WARNING: DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS. INCL W HG THOSE IN B.ECIRCNIC FORM, PREPARED SY SERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WiTH FIESPECTTOTHE PROJECT FOR WHICH THEY WERE CREATED. THE ARCHITECT RETAINS ALL 00M11IAON LAW, STATUTORY AND OTHER RESERVED RIGHTS. INCLUDING COPYRIGHT. FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA IT IS AVIOLATION OF TITLE VII, PART 60.5(13) OF THE NEW YORK STATE EDUCATION LAN FOR ANY PERSON. UNLESS ACTING UNDERTHE DIRECTION OFA LICENSED ARCHITECT TO ALTER THIS DRAWING. IF ALTERED. SUCH ARCHITECT SHALL AFFIX HSSEAL. SIGNATURE, THE DATE, THE NOTATION "ALTERED BY', AND THE SPECIFIC DESCRIPTION OF THE ALTERATION. WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISITNG, NEW, AND/OR PROPOSED WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN ASA MATTER OF INFORMATION ANO THAT THE OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO RE5PONSiSUTY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMMIARWITH ALLCONDITIONS AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS. 6 qP Infrastructure Properties & Planning Cornell University Ithaca, New York c .2 0 r 4 1 s I ;, i 11 10[141141r 1110ommmmmwommommo SERO ARCHITECTURE PLLC ARCHITECTURE - IPRESERVATION &� I I LITY C VI r Thirty -Two Winthrop Street Rocbeeier, NewTork 14807 15E6-262-E036Iainimai@ exaa'ahitschum.e ra PROJECT TITLE: Exterior Door Modifications Sage 1-ra l l - 114 East Avenue Cornell University SHEET TITLE: Replacement Door Elevations and Notes CLIENT I OWNER: Corne l l University Infrastructure Properties and Planning Ithaca, New York SHEET NUMBER/DATE: A-11 March 10, 2017 O 2 Crz 1-1 4 DOORS ES L /?azi SIZE • • 5[ • k 5[ k• 5[ • f[ • 5[•5[•5[•5[•5[•5[•5[•5[•5[•5[• •5[•5[•5[•5[•5[•5[•5[•5[•5[• • 5[ •5[•5[•5[•5[•5[•5[•5[•5[•5[• • 5[ •5[•5[•5[•5[•5[•5[•5[•5[•5[• o- k f[ f[ • f[ f[ f[ 5[ 5[ 5[ f[ f[ f[ f[ 5[ 5[ 5[ • 5[ •5[•5[•5[•5[•5[•5[•5[•5[•5[• f[ f[ f[ f[ 5[ 5[ 5[ 5[ f[ 5[ f[ 5[ f[ 5[ f[ f[ f[ f[ 5[ 5[ 5[ 5[ f[ f[ f[ f[ 5[ 5[ 5[ 5[ f[ f[ f[ f[ 5[ -I 4 11 � # 4`lood A PT-1PT-I rrI Wood Exglace 5[ • # A-11 4 PM' k1 dovr,5, a cold k. `gyp Pa 5 exg 3'-8" exg EY -ON exg exg wood B p--Jd,,c Exg I400d Exg 11 � .. Prepare and paint. O -7 1'-0" 2-114"" Scrod 1 PT -I -- Exterior Elevation Note: Door to remain in place. Light and pCnel configurations ore similar to those shown In avarlable historic- photographs. istoricphotographs. L_ — Line of existing window seat - Prepare and point ca5rngs and seat Interior Elevation ExTsthg stone sill 4'_311±i Prepare and paint. nterlor and exterior casings crid window seat. Plan 4 j DOORS ES POOR NO. SIZE • • 5[ • k 5[ k• 5[ • f[ • 5[•5[•5[•5[•5[•5[•5[•5[•5[•5[• •5[•5[•5[•5[•5[•5[•5[•5[•5[• • 5[ •5[•5[•5[•5[•5[•5[•5[•5[•5[• • 5[ •5[•5[•5[•5[•5[•5[•5[•5[•5[• o- k f[ f[ • f[ f[ f[ 5[ 5[ 5[ f[ f[ f[ f[ f[ 5[ 5[ 5[ f[ f[ f[ f[ f[ 5[ 5[ 5[ f[ f[ f[ f[ f[ 5[ 5[ 5[ f[ f[ f[ f[ A ■ � r8 1 H � - � -I 4 11 � # 4`lood A PT-1PT-I rrI Wood Exglace 5[ • # A-11 4 PM' k1 dovr,5, a cold k. `gyp Pa 5 exg 3'-8" exg EY -ON exg exg wood B p--Jd,,c L_ — Line of existing window seat - Prepare and point ca5rngs and seat Interior Elevation ExTsthg stone sill 4'_311±i Prepare and paint. nterlor and exterior casings crid window seat. Plan 4 j Strip exterior Face of door to prepare to point Inleatherboard- ,ReFer to IIA -30 Nota: Door is known to be original to building construction. The light was added in the Icicle/ building renovation. interior Baa DOOR SCHEDULE DOORS ES POOR NO. SIZE • • 5[ • k 5[ k• 5[ •k 5[ 5[ k 5[ k 5[ k 5[ k 5[ k• 5[ 161 H T A ■ � r8 1 H � - � -I 4 11 � # 4`lood A PT-1PT-I rrI Wood Exglace 5[ • # A-11 4 PM' k1 dovr,5, a cold k. `gyp Pa 5 exg 3'-8" exg EY -ON exg exg wood B p--Jd,,c Exg I400d Exg 11 � .. Prepare and paint. O -7 1'-0" 2-114"" Scrod 1 PT -I -- Wood I J Strip exterior Face of door to prepare to point Inleatherboard- ,ReFer to IIA -30 Nota: Door is known to be original to building construction. The light was added in the Icicle/ building renovation. interior Baa DOOR SCHEDULE DOORS ES POOR NO. SIZE •kkkkk •kkkkk TYPE FINISH GLASS • TYPE kkkkF • kkkkF ELEVATION DETAIL HARP WARE REMARKS 161 H T A ■ � r8 1 H � - � -I 4 11 � # 4`lood A PT-1PT-I rrI Wood Exglace 5[ • # A-11 A PM' k1 dovr,5, a cold k. `gyp Pa 5 exg 3'-8" exg EY -ON exg exg wood B p--Jd,,c Exg I400d Exg 1 • • dk x • . '. .. Prepare and paint. O -7 1'-0" 2-114"" Scrod 1 PT -I -- Wood Exg PT -I 2/A -II G ~Replace doors. Prepare and point. D (2) 2'-" 11-2" 2-1/4" Strip exterior Face of door to prepare to point Inleatherboard- ,ReFer to IIA -30 Nota: Door is known to be original to building construction. The light was added in the Icicle/ building renovation. interior Baa DOOR SCHEDULE DOORS ES POOR NO. SIZE MAT. TYPE FINISH GLASS MAT. TYPE FINISH ELEVATION DETAIL HARP WARE REMARKS 161 H T A ■ � r8 1 H � - � -I 4 11 � # 4`lood A PT-1PT-I rrI Wood Exglace 5[ • # A-11 A PM' k1 dovr,5, a cold k. `gyp Pa 5 exg 3'-8" exg EY -ON exg exg wood B p--Jd,,c Exg I400d Exg I;rT-.12(Fac I#A-10 -- Prepare and paint. O (.2) 3'-O' 1'-0" 2-114"" Scrod G PT -I -- Wood Exg PT -I 2/A -II G ~Replace doors. Prepare and point. D (2) 2'-" 11-2" 2-1/4" YVpod D PT -1 3-I Wood Exg PT -I 3/A-11 17 -Replace doors. Prepare and paint. E exg 3'-3" exg T -Q' exg 2' exg wood E PT -I Exch Exg Wood Exg PT -I .2#A -IQ E Prepare and paint. F exg 3'-O" exg 6'-3" exg exg wood F117:13$1 Exg Wood Exg P'1Pr3 (Ink# 3/A -I0 -- Prepare and paint. 6 exg 3'-5" exg ?'-O" exg 2-112" exg wood 6 PT -I 6-2 Wood Exg P1-1 4/A -IO 6 Prepare and polnL.IRepairs as scheduled. H (2) 3'-3" 8'-1" 2-1/4" Y+lood H PT -I 0-1 Metal Exg -- 4/A -II H -Replace doors. Prepare and point. i 1 44-0 Y 3'-0" Exterior L__ interior —J Line of existing window seat - Prepare and paint casings and stool Existing wood 51rI- Repalr as scheduled Mote: Poor does not appear to be original to building construction. No photographic evidence showing the original door configuration has been found. 3'-4"t Prepare and paint. Interior and exterior casings Plan S tr 1t ti 1 k: kkkk kk k• • k: f[: f[: 5[% 5[: •k5[:5[:5[:5[:5[:5[:5[: •5[:5[:5[:5[ k • :5[;::5[;,N LL •11m :f[;k:f[;k: ILk;•: :•.:kl 4_. • P,:>si<:>si " tt'-1011 Diagigg hbte= Poor are original to building construction. &larrng 1s not original. [.ard reader- kk • f[ : f[ k k k k k k= k k • k •' ... .. ... ... ... ... ... ... ... .. • -5[ ',:>si:1 II:',:>SiE::k:n II:>SiE:>:. II I •>xE: 1 Model RP -40 - Provide single -gang box for install - Paint box to motch brick masonry Jnterlor Repair existing crock In panel - fill, sand, and Finish Vestibule Electrlcol R After piloting, chill from both sides through brick mosorry wythes for surface -mounted box installation - Mount box to surface of masonry wall and fasten through mortar joints - Point box to match existing brick masonry 5yrnbols: Door number desT tlon- ReFer to Poor Schedule Key Notes: 0 E Reploce existing doom and hardware. Salvage hardware and return to Owner. Salvage existing door(s). Salvage hardware and return to Owner. Provide repairs, prepare and finish os scheduled. Reinstall existing door with scheduled hardware. Prepare and finish existklg door in-place. Existing door is not operable. Gard reader location - coordinate with E -IO and E -II. ucuunuunu' Detail 5/A-11 Key - First Floor Flan IIIfa" = I' -O" N WARPING: DRAWINGS, SPECIFICATIONS .AND OTHER DOCUMENTS. INCLUDNG THOSE N ELECIRONIC FORM. PREPARED BY GER° ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WiTH RESPECT TG T1 -E PROJECT FOR WHICH THEY WERE CREATED_ THE ARCHITECT RETAINS Ad_ COMMON LAW, STATUT CRY AND OTHER RESERVED RIG -ITS, INCLUDr'G COPYRIGHT. FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA, IT IS AVIOLATION OF TITLE VII, PARTBB.9(B) OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON. UNLESS ACTING UNDERTHE (IRECTiON OFALICENSED ARCHITECT TDALTERTHIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE DATE, THE NOTATION ALTERED BY, AND THE SPECIFIC DESCRIPTION OF THE ALTERATION. WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA. SHOW E] ISTNG, NEW. AND/OR PROPOSED WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN ABA MATTER OF INFORMATION AND THAT THE OWNER AND ARCHITECT. WHILE BELIEVNG SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT. ASSUME NO RESPONSIBILITY THEREFORE THE USER SHALL MALE THEMSELVES FAMILIAR WM-I ANL CONDITIONS AFFECTING THE NATURE N'JD MANNER OFTHEJR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS LOCATING EXISTING, PROPOSED. AND/CR NEW WORK AND CONDITIONS. CORNELL UNNERSLTY Infrastructure Properties St Planning Cornell University Ithaca, New York to c .2 0 FLA ClannialkliONEMESNO P itl[ ►44 ]3 C} ARCHITECTURE PLLC ARCHITECTURE EL! 1,.1STAINABILITY PRESERVATION Thirty -Two wlnittrap Street conummonownwo Rcobeeter, How York 14007 15815-200-20SIS I aonturigtonmerahiteaturemoro. PROJECT TITLE: Exterior Door Modifications Saws Holl - 114 East Avenue Cornell University SHEET TITLE: Poor Schedule and Existing poor Elevations and Notes CLIENT i OWNER: Corral I University Infrastructure Properties and Planning Ithaca, New York SHEET NLIMfERIDATE: A-10 March 10, 2017 z ul 3 O M •kik 5[ :.' 5[ :.' • 5[ f[ . f[ . • 5[ 5[ .' 5[ .' • 5[ f[ � f[ � • kkkk ' • 5[ ' • 5[ 5[5[5[•5[ 5[ 5[ 5[ f[ • 5[ :5[ 5[ 5[ • 5[ • 5[ : • 5[ • f[ 5[: • 5[ •5[•5[• 5[ 5[: 5[ 5[ • ': 5[:5[:5[: 5[ 5[•5[•5[•5[ 5[ ^ 5[ • 5[ _ 1 L__ interior —J Line of existing window seat - Prepare and paint casings and stool Existing wood 51rI- Repalr as scheduled Mote: Poor does not appear to be original to building construction. No photographic evidence showing the original door configuration has been found. 3'-4"t Prepare and paint. Interior and exterior casings Plan S tr 1t ti 1 k: kkkk kk k• • k: f[: f[: 5[% 5[: •k5[:5[:5[:5[:5[:5[:5[: •5[:5[:5[:5[ k • :5[;::5[;,N LL •11m :f[;k:f[;k: ILk;•: :•.:kl 4_. • P,:>si<:>si " tt'-1011 Diagigg hbte= Poor are original to building construction. &larrng 1s not original. [.ard reader- kk • f[ : f[ k k k k k k= k k • k •' ... .. ... ... ... ... ... ... ... .. • -5[ ',:>si:1 II:',:>SiE::k:n II:>SiE:>:. II I •>xE: 1 Model RP -40 - Provide single -gang box for install - Paint box to motch brick masonry Jnterlor Repair existing crock In panel - fill, sand, and Finish Vestibule Electrlcol R After piloting, chill from both sides through brick mosorry wythes for surface -mounted box installation - Mount box to surface of masonry wall and fasten through mortar joints - Point box to match existing brick masonry 5yrnbols: Door number desT tlon- ReFer to Poor Schedule Key Notes: 0 E Reploce existing doom and hardware. Salvage hardware and return to Owner. Salvage existing door(s). Salvage hardware and return to Owner. Provide repairs, prepare and finish os scheduled. Reinstall existing door with scheduled hardware. Prepare and finish existklg door in-place. Existing door is not operable. Gard reader location - coordinate with E -IO and E -II. ucuunuunu' Detail 5/A-11 Key - First Floor Flan IIIfa" = I' -O" N WARPING: DRAWINGS, SPECIFICATIONS .AND OTHER DOCUMENTS. INCLUDNG THOSE N ELECIRONIC FORM. PREPARED BY GER° ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WiTH RESPECT TG T1 -E PROJECT FOR WHICH THEY WERE CREATED_ THE ARCHITECT RETAINS Ad_ COMMON LAW, STATUT CRY AND OTHER RESERVED RIG -ITS, INCLUDr'G COPYRIGHT. FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA, IT IS AVIOLATION OF TITLE VII, PARTBB.9(B) OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON. UNLESS ACTING UNDERTHE (IRECTiON OFALICENSED ARCHITECT TDALTERTHIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE DATE, THE NOTATION ALTERED BY, AND THE SPECIFIC DESCRIPTION OF THE ALTERATION. WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA. SHOW E] ISTNG, NEW. AND/OR PROPOSED WORK AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN ABA MATTER OF INFORMATION AND THAT THE OWNER AND ARCHITECT. WHILE BELIEVNG SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT. ASSUME NO RESPONSIBILITY THEREFORE THE USER SHALL MALE THEMSELVES FAMILIAR WM-I ANL CONDITIONS AFFECTING THE NATURE N'JD MANNER OFTHEJR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS LOCATING EXISTING, PROPOSED. AND/CR NEW WORK AND CONDITIONS. CORNELL UNNERSLTY Infrastructure Properties St Planning Cornell University Ithaca, New York to c .2 0 FLA ClannialkliONEMESNO P itl[ ►44 ]3 C} ARCHITECTURE PLLC ARCHITECTURE EL! 1,.1STAINABILITY PRESERVATION Thirty -Two wlnittrap Street conummonownwo Rcobeeter, How York 14007 15815-200-20SIS I aonturigtonmerahiteaturemoro. PROJECT TITLE: Exterior Door Modifications Saws Holl - 114 East Avenue Cornell University SHEET TITLE: Poor Schedule and Existing poor Elevations and Notes CLIENT i OWNER: Corral I University Infrastructure Properties and Planning Ithaca, New York SHEET NLIMfERIDATE: A-10 March 10, 2017 z ul 3 O M