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Rockefeller Hall Exterior Entry Stairs
CORNELL UNIVERSITY ROCKEFELLER HALL FACILITIES CONTRACTS NORTHWEST EXTERIOR 121 HUMPHREYS SERVICE BUILDING ENTRY STAIR ITHACA, NEW YORK 14853-3701 REHABILITATION ADDENDUM NO. 1 May 1, 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. Drawing L1.01, Stair Removal Plan and Section, Detail A/L1.01 ADD Note Contractor shall provide temporary construction fence & gate (6 ft. high, chain link fence, on stanchions). Chain link fence fabric shall be completely covered with black debris netting, full height, typical. Item 2. Drawing L1.01, Stair Removal Plan and Section, Detail A/L1.01 GRAPHICAL CLARIFICATION Approximate layout of temporary construction fencing system is indicated graphically on the stair removals site plan, by a bold line shown immediately around the project area, with bold X demarcations on the fence line (approximately 85 lf having a 12 ft. wide gated access along the ex. fire lane) Item 3. Drawing L1.01, Stair Removal Plan and Section, Detail A/L1.01 Remove additional granite paver slabs at platform to be replaced for eliminating existing wide mortared joint spacing of large paver field joints, see Drawing ADD-L1, attached. Item 4. Drawing L1.02, Stair Removal Plan and Section, Detail B/L1.02 Provide additional replacement granite paver slabs at platform, to eliminate need for wide joint spacing and flexible mortar at large paver field joints, see Drawing ADD-L2, attached. Rockefeller Hall Northwest Exterior Entry Stair Rehabilitation Addendum No. 1 May 02, 2017 Page 2 Item 5. Drawing L1.02, Stair Restoration Plans and Sections, Detail B/L1.02 DELETE Note Replace existing stone lintel (below), at masonry opening, w/ bronze louver system to replace metal air intake. REPLACE with Stone lintel and sill at masonry opening of south face shall be replaced, per General Note 11. on drawing L1.01. The replacement of the existing air-intake, with a new bronze louver system is not to be included in the bid. All costs associated with the new louver system will be addressed via a post bid addendum or a PCO during construction. Item 6. Drawing L1.02, Stair Restoration Plans and Sections, Detail B/L1.02 DELETE Note Tie into ex. storm line and provide new vertical section of ex. below grade, outlet pipe as required for tie-in (v.i.f.) REPLACE with Tie into ex. roof leader storm line and provide new vertical section of pipe, down to and including the elbow fitting of the ex. below grade outlet pipe. Field verify existing pipe size and type for replacement in-kind. Item 7. Drawing L2.02, Stair Restoration Details, Detail 1/L2.02 DELETE Note Step riser face, cont. with 1” deep recessed bevel (see sections) thermal finish. REPLACE with Step riser face, to be a continuous vertical face (approximately 90 ̊ to horizontal tread surface (see sections) with a thermal finish, similar to treads. Item 8. Drawing L2.02, Stair Restoration Details, Detail 1/L2.02 DELETE Note Continuous shallow notch out key, at underside of riser face, typ. Rockefeller Hall Northwest Exterior Entry Stair Rehabilitation Addendum No. 1 May 02, 2017 Page 3 Item 9. Drawing L2.03, Masonry and Site Details, Detail 6/L2.03 DELETE Dimension: ½”+/- V.I.F. REPLACE with Dimension 3/16”, typical, u.n.o. Item 10. Drawing L2.03, Masonry and Site Details, Detail 6/L2.03 DELETE Note Paver Joint (Flexible Mortar) REPLACE with Paver Joint at interior field of platform paver slabs to be 3/16” wide, open, mortar less joints. All perimeter paver joints, along the building face, shall be provided as +/-3/8” wide joints, with 1½” depth of flexible mortar material, sim. to sides of stair treads. Item 11. Drawing L2.03, Masonry and Site Details, Detail 7/L2.03 Revise detail of paver joint treatment and width for large pavers, see Drawing ADD-L3, attached. Item 12. Drawing L2.03, Masonry and Site Details, Detail 9/L2.03 ADD Note Contractor shall carefully remove existing facing stones, which may be keyed into the portion of the existing mortared stone wall foundation system that is required to remain. Any stone voids created from such keyed stone removals shall be filled back in, similar to existing, to restore back to a solid mortared stone wall construction. Item 13. Drawing L2.03, Masonry and Site Details, Detail 9/L2.03 ADD Note Provide type 316 stainless steel masonry stone anchors (“stone ties”) with stainless steel dovetail receiving channels, cast into concrete backup. Also provide similar type 316 stainless steel fasteners for stone anchors that are to be fastened to existing mortared stone backup. Spacing for all anchors and channels shall be +/- 1’-4” on center, each way, typical. Item 14. Drawing L2.03, Masonry and Site Details, Detail 11/L2.03 ADD Note pointing to s.s. penetration through flashing: Provide copper cap over dowel / flashing penetrations. Cap shall be soldered and made water tight, typical. Rockefeller Hall Northwest Exterior Entry Stair Rehabilitation Addendum No. 1 May 02, 2017 Page 4 Item 15. RFI Questions and Clarifications: See attached RFI Log: (Items 1 - 2) Item 16. Attachments: Drawings: ADD-L1, ADD-L2, and ADD-L3 RFI Log (Item 1-2) ****END OF ADDENDUM**** © Klepper, Hahn & Hyatt 2017CORNELL UNIVERSITYROCKEFELLER HALL NORTHWESTEXTERIOR ENTRY STAIR REHABILITATION © Klepper, Hahn & Hyatt 2017CORNELL UNIVERSITYROCKEFELLER HALL NORTHWESTEXTERIOR ENTRY STAIR REHABILITATION © Klepper, Hahn & Hyatt 2017CORNELL UNIVERSITYROCKEFELLER HALL NORTHWESTEXTERIOR ENTRY STAIR REHABILITATION PROJECT: Rockefeller Hall NW Exterior Entry Stair Rehabilitation Date: May 1, 2017 RFI Form RFI/Page/ Response Dwg./Spec./Rep.Section/Design Team Index Number Paragraph/Top ic RFI Response 1 Detail B/L1.02 na Can we get a Spec. for the Bronze Louver called for on Detail B/L1.02? No labor or material associated with the louver is to be included in the bid. 2 Detail 1/L2.02 na Question note on drawing L2.02: "Step riser face cont. with 1" deep recessed bevel"?The riser face shall be vertical with no bevel. ROC FELLER HALL, NORTHWEST Cornell University Ithaca, NY 44853 Klepper, Hahn yatt 5710 C0111111011S ParkDrive int Syracuse, NY 13057-9581 CORNELL UNIVERSITY ROCKEFELLER HALL NORTHWEST EXTERIOR ENTRY STAIR REHABILITATION 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 45 29 Testing Laboratory Services Section 01 50 00 Temporary Facilities and Controls Section 01 51 00 Temporary Utilities Section 01 57 13 Soil Erosion and Sediment Control Section 01 66 00 Storage and Protection Section 01 71 23 Field Engineering Section 01 73 29 Cutting, Patching and Repairing Section 01 77 00 Project Close Out Section 01 78 39 Record Documents TABLE OF CONTENTS Page 1 CORNELL UNIVERSITY ROCKEFELLER HALL NORTHWEST EXTERIOR ENTRY STAIR REHABILITATION DIVISION 2 — EXISTING CONDITIONS Section 02 00 00 Record Information Available to Bidders DIVISION 3 - CONCRETE Section 03 30 00 Cast -in -Place Concrete DIVISION 4 - MASONRY Section 04 03 08 Section 04 03 42 Section 04 05 10 Section 04 05 19 Section 04 42 13 Historic — Mortaring Historic — Replacement of Stone Common Work Results for Masonry Masonry Anchorage and Reinforcement Exterior Granite Stone DIVISION 5 - METALS Section 05 52 13 Site Railings DIVISION 31- EARTHWORK Section 31 10 00 Section 31 23 00 Site Clearing Excavation and Filling DIVISION 32 — EXTERIOR IMPROVEMENTS Section 32 13 13 Site Concrete Section 32 90 00 Planting Section 32 92 00 Lawns and Grasses DIVISION 33 - UTILITIES Section 33 41 00 Storm Utility Drainage Piping DRAWING LIST COVER SHEET L1.01 L1.02 L2.01 L2.02 L2.03 STAIR REMOVAL PLAN AND SECTION STAIR RESTORATION PLANS AND SECTIONS STAIR RESTORATION SECTIONS STAIR RESTORATION DETAILS MASONRY AND SITE DETAILS END OF DOCUMENT TABLE OF CONTENTS Page 2 Project: Owner: Architect: INSTRUCTIONS TO BIDDERS Rockefeller Hall Northwest Exterior Entry Stair Rehabilitation Cornell University Ithaca, New York 14853 Klepper, Hahn & Hyatt 5710 Commons Park Drive East Syracuse, New York 13057-9581 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: Rockefeller Hall Northwest Exterior Entry Stair Rehabilitation Submitted by: (Bidder) b. Proposals shall be delivered to the Owner at the address listed above not later than 2:OOPM on May 9, 2017. Rev 9-2016 INSTRUCTIONS TO BIDDERS INS -1 Bit) OPENI Proposals will be opened ptbltcly by the vtaer ita Room 102C, Uumphrys Service Building. Cornell Univrsity Campus, Ithaca, New York, at the hour Said date listed in 3b. The Cwuct. rasesves the right to postpone the date and time of opening of proposals at any tiaxac prior to the date and titaae announced in this Instruction to Bidders or aaaaendments thereto. BIDDING DOCUMENTS The Bidding Docui d For eaats will consist of'tlte following: d"Bidders. general Conditions "tlae Contract and Division 1 - ""General feuireinet (4) l ravrita s and. Spec'Beat ions. r) Addenda, and/ r fattlletins issued prior to date o'fopen in of Prol osa DRAW NGS AND SPECIFI 'l"IC *1 FURNl liE Contract t ocumetats may be obtained faieaa the Fa ilities Contra ets we site e,fs. urn 1L edufeontractst oh/pro assistance call 607-255-5343. b. Additional sets will be available at 40.00 per set without re d. All beat ors and stappliers requiringmay order these at 40.00 per set itho it refund, No pat al sets will he issued, The Contract Docutnents remain the property of the Owncr, scssf'aal bidder will be alloy ed ten (10) sets of" d vin sand spe a START CSF WORK a. Work at the site shall e started within feta 'i 10) c lendar days from the date of issu n ittetz authorization to proceed and Mtnll be cratrtfaleted fro later`than October. 25, 2017 B1S a. Perice aaad payment Bonds. The su cessf'ul Bidder shall furnish theOwner ith "Perfornaartce" and "l.fabor and Material Payment Bonds", each it the amount of 100 of the otattact Price; The cast o such bonds shall be included in the Bidders Proposal. ach t f` these Bonds are to be in a form with such sureties as the vtaer may approve, b= Bid Bond. Each Bidder will be required to furnish a laid Bond in the amour t taf 1 it° of he Bid Amount. Such Bid Bond shall guarantee that the Bidder will execute the Contract if it t a war ied o Mita i.n conformity with his Proposal. Such Proposal Guarantee Bond shall ire hide a stateaat that the nsut-et shall, at the option of the Bidder, be w,villir fo provide to the Bidder the Contract Bonds as eases ibed in 8a above, lea i s 'RUCTIONS TION 131D1 INS -2 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 9:OOAM, April 19, 2017, in Room 102C 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 ROCKEFELLER HALL NORTHWEST EXTERIOR ENTRY STAIR REHABILITATION Cornell University, Ithaca, New York BID FORM Submitted by: Date To: Nancy A. Phelps, Director Facilities Contracts 121 Humphreys Service Building Cornell University Ithaca, New York 14853 Gentlemen: The undersigned, a (Name of Bidder) (Type of Firm, State of Incorporation, if applicable) of (Address) having carefully examined the Instructions to Bidders, the "Conditions of the Contract"(General,Division 1 - "General Requirements"), and the Drawings, Specifications and associated Bid Documents dated April, 7, 2017 prepared by Klepper, Hahn & Hyatt, 5710 Commons Park Drive, East Syracuse, New York 13057-9581 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 ten (10) calendar days after date of issuance of written notice to proceed and to complete the project no later than October 25, 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. Concrete Masonry Metals Earthwork Rev 9-2016 BID FORM BF -3 Exterior Improvements Rev. 9-2016 BID FORM BF -4 5. PRINCIPAL SUBDIVISIONS OR ELEMENTS OF THE WORK TO BE PERFORMED BY GENERAL CONTRACTOR'S FORCES a. If awarded a Contract, we will perfoim 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 obj ection. 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 General Requirements Division 03 Concrete Division 04 Masonry Division 05 Metals Division 07 Thermal and Moisture Protection Division 31 Earthwork Division 32 Exterior Improvements Division 33 Utilities 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 CERTIFICATE AS TO CORPORATE BIDDER I, , certify that I am the of the Corporation named as Bidder within this Bid Foiui for General Contractors; that , who signed said Bid Form on behalf of the bidder was then of said Corporation; that I know his signature; that his signature thereto is genuine and that said Bid Form and attachments thereto were duly signed, sealed and executed for and in behalf of said Corporation by authority of its governing body. Dated: (Secretary -Clerk) (CORPORATE SEAL) Rev 9-2016 BID FORM BF -11 GENERAL CONDITIONS FOR ROCKEFELLER HALL NORTHWEST EXTERIOR ENTRY STAIR REPLACEMENT 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 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 11 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 Affil,liative Action Plan Summary of Bid Activity with MBE and WBE Subcontractors and Vendors Form III Affirmative Action Workforce Report Form IV Minority -Women Utilization Report G Labor Rate Breakdown H Stored Materials Invoicing Documentation I Contractor Performance Evaluation iv 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 (iii) Equipment, excluding hand tools, which in the judgment of the Owner, would have been or will be employed exclusively and directly on the Work. 4. By determining the actual cost of the extra work in the same manner as in Subsection 3 except the actual costs of the Contractor shall be used in lieu of estimated costs. E. Mark-ups: 1. Work performed by the Contractor. Where the Work is performed directly by the Contractor by adding to the total of such estimated costs a sum equal to fifteen percent (15%) thereof. 2. Work performed by a Subcontractor. Where the change order work is performed by a Subcontractor under contract with the Contractor, by adding a sum equal to fifteen (15%) of said costs for the benefit of said Subcontractor, and by adding for the benefit of the Contractor an additional sum equal to ten percent (10%) of said costs. 3. Work 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 perfoiniance 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 IV) This Plan is supplementary to all federal and state nondiscrimination requirements. Cornell University is an Equal Employment Opportunity Employer. 26 Rev 07-2014 F. The goals for participation (minority and female), expressed in percentage terms for the Contractor's aggregate work force in each trade on all construction work, are as follows: Carpenters 4.8% Electricians 14.1% Laborers 7.8% Masons 2.8% Painters 25.7% Plumbers 5.9% Sheetmetal Workers 4.0% G. The Contractor shall demonstrate compliance with these goals by submission of the Affi►n►ative 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 19M2 - :onldential recery University"s nese disclose con fderatialirrforr, extent that they require it i trntiI authorized by Cornel hold all confide ti confidential iraforr suhconlractor°s shall require a to comply w °ith these provisio subcontractor requi`in their cor Contractor to defend in easy sought fro rxr orrrcll tJnivcrwit any disclosures tyre tirade. '"Y h known in public domain or (2) The term. "Confidential faforrrration" riaeans all unlaublisled ed from Cor'nell University during the tcrrrr of this Contract develtalwnacut manufacturingand business af`fa r anon to any person, except to its cinlaloyecs acrd the performance of their Work, during the terra University in writing. The Contractor and its formation in trust and confidence for Cornell University, and shall use ation only for the purpose of this Contract The Contractor and its 'their enloyees to w-hurna confidential infonnation is revealed s. TlaeContractor shall have an air°eenient with each laliarare with the fcrregg: if it becorrtes necessary for the dation relatdd to its se es rendered, permission shall be Tho shall not arnreasonably withhold such permission before Section does not apply to information which l is car becomes learned by the Contractor from, thirdparties. c anon obtained or relates to "ori Contractor shall rrtat subcontractors to the ofthis Contract and subcontractors shall ell Section 19. m Use c fOwner`s Namc The Contractor shall nrtaotional efforts, ;.any dt eci c written author i afiion cat use, it its eternal, dvertisin , titarkctira l ro ram, or other pictures, or otherr re iesentation of the towner° e sept on the advance f the Owner's Representative. ARTICLE 20 HELL UNIVERSITY STAli S OF ETIlICAL CONDUCT or•rwcll Universityexpects all executive officers trustees, faculty, staff, employees, and others, when acting on behalf`of the rrrtiversity, to n intair the highest of ethical conduct as laerCot ell University's Policy 4.6 T Standards of Ethical Conduc of which is available aat ltttl :l/ name fs,come Ii.edufcontractslformsicorib 'aetdts.efr irrclrrrlea ig equally all persons and tiaras currently doing business with or seeki business with or for CornellUniversity, °whether as ontractors, subcontractors car s auch persons and families may iaot acceptance of for personal use. li an advertising nat addition, it i related to tl practices, r°c violations of student sa ndard t, a copy This ng to do rrpliers firms are reslae tfully reminded that Cornell University employees and their' personally bone nt i"roiaa Cornell University's business relationshi s by the orgratuities, defined as a gift in excess of $75.00 given to a Cornell crri loyec arras not considered ifts/ ratuities include occasional business rtteals, iterrrs of rrre, and items that are generally distributed to all potential eustoraaors tra ex acted tlaaat the `ontlac tor's officers and employees shall conduct al s Contract within the highest ethical standards, observing al illations, law, and professional standards, All parties are expected his policy to appropriate university personnel. You may file a report to o art dor ainiea o arsta nt. t' of earttd=6351 or con Co sr,4 07. business policies o report the web varsity through csPoint by dialing toll-f`rec 66-� 29 R EXIIIBIT "A"' Cornell Univc Faalities CHANGE ORDER ARC CONTRA LT)' ( orrtutl [Jniversityy tes Thi Fluruphreys Seryicc Tari Ithaca New York 148 PI " $1N4:aE CH ET NTIER;. 1NI`i`1t N L) [F, vNi1t' iON1RAC `I'NO: °ON'1"RAC'"1 T)AT"C:. L &km= 4 Not y 1a Signature Ibyho t hea with, includitt any adjusrrn rtts its the; COritr a t 1'r1c , 01 1 0' 1 ht rad i ihtrl (C.rintt°act 1�rie rharr by prey us a c i (1tan o Order.___, (a�utrd t Pa i s pr it r to this Chan e order t. rirtrrret ➢'rlt;ts.} wall he (i.reased) (decreased) ased) (unchan cd) by t1td5 Cl ange Order I`he Crew (C0Pric } includin4 this Change Order v ill b 1 he ("e�rttra t irn will be (inertia ed) (decreased) (tttreharteed) by 1 he Date. of Subsiantial Comp le date tri this I ht nge Order theret( re i AUTHORIZED SIGNATU ES3 t>O .NELI UNIX/RS1 t' OWNER 1)A'1" , EXHIBIT "A-1" CORNELL UNIVERSITY Division of Facilities Services Construction Contract Change Order Forms Instructions to Change Order Documentation Facilities Services ("FS") has created this Standard Change Contract Change Order Request and Change Order Summary Forms to facilitate preparation of contract change orders in conformity with construction contract requirements. The forms have been prepared to comply with contract requirements presented in the General Conditions, dated July 2014. The Change Order Request form shall be used by the Contractor and by all Subcontractors in preparing their cost estimates for services associated with the Changed Work. The Contractor shall submit to the Owner the Change Order Summary Form with all associated back-up documentation. Direct Cost of the Work: 1. Direct Labor — Include the "wages paid" hourly direct labor and/or foreman necessary to perform the required change. "Wages paid" is the burdened labor rate documented in accordance with Section 2.14 — Project Labor Rates of the General Conditions. "Assigned Personnel or Work Crews" should be stated by trade or type of work performed not by name of person or company title. For example carpenter, mason, backhoe operator, etc. Supervisory personnel in district or home office shall not be included. Supervisory personnel on the job -site, but with broad supervisory responsibility and paid as salaried personnel, shall not be included as Direct Labor 2. Direct Material — Include the acquisition cost of all materials directly required to perform the required change. Examples of "Unit of Measure" include square feet, cubic yards, linear feet, days, gallons, etc. 3. Equipment — Include the rental cost of equipment items necessary to perform the change. For company-owned equipment items, include documentation of internal rental rates. Charges for small tools, and craft specific tools are not allowed. Bond Premiums The Contractor's actual documented bond premium rate shall be added to all direct and indirect costs of the proposed change. Overhead & Profit The Contractor's overhead & profit rate shall be added to all direct and indirect costs of the proposed change in accordance with the Contract. CORNELL UNIVERSITY FACILITIES SERVICES EXHIBIT "A-1" CONSTRUCTION CONTRACT CHANGE ORDER REQUEST COR PROJECT TITLE: CONTRACT NO. 0 Name of CourractorSubcontractor perforating Rork: DESCRIPTION OF WORK: A. DIRECT COST OF WORK 1 LABOR (Attach Supporting Dxumcvation) ASSIGNED PERSONNEL OR WORK CREW 2 'MATERIAL (.attach Suirp xtinf Documentanca) 3LATERLAL REQUIRED FOR CHANGE 3 EQUIPMENT (Attach Swi.,a tin. Doc>znx-.natico) EQUIPMENT REQUIRED FOR CHANGE HOURLY WAGE RATE PAID HOURS WO LABOR TOTAL U NTT PRICE UNIT OF MEASURE REQUIRED UNITS MATERIAL TOTAL 1117 PRICE UNIT OF MEASURE REQUIRED USTFS EQUIPMENT TOTAL DIRECT COST (SUM 1, 2, 3) 4 OVERHEAD AND PROFIT OH&P Rite 5 BOND PREMIUM Bond Premium Rate TOTAL COST TOTAL CONTRACT DAYS ADD EDfDELETED FROM PROJECT SCHEDULE TOTAL COST TOTAL COST TOTAL COST CORNELL UNIVERSITY FACILITIES SERVICES PROJECT TITLE: EXHIBIT "A-1" CONSTRUCTION CONTRACT CHANGE ORDER SUN -DIARY DESCRIPTION OF WORK: COR CON 1RACT NO. A. DIRECT COST OF WORK: 1 NAME OF CONTRACTORISUB CONTRACTOR PERFORILLNG WORK 4 PRIME CONTRACTOR OVERHEAD .4SD FROIII 5 PRIME CONTRACTOR BOND PREMR DIRECT COST (SUM 1, 2, 3) OH&P Rite Bond Premium Rate TOTAL COST OF PROPOSED CHANGE ORDER ITEM TOTAL CONTRACT DAYS ADDED/DELETED FROM PROJECT SCHEDULE TOTAL COST EXHIBIT "B" • O Name of Contractor •� U0 (5 00 00 'o 0 o 0 �; a 0 O.� `L 64 69 CD H 0 Each Allowance must be listed as a Separate Item. 0 N A Q U 0 U O 0 0 U 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: AIA DOCUMENT G702 (Instructions on reverse side) PAGE ONE of AI-rLICATION AND CERTIFICATE FOR PAYMEt. APPLICATION NO.: TO OWNER: PERIOD TO: PROJECT NOS.: CONTRACT DATE: VIA ARCHITECT FROM CONTRACTOR: CONTRACT FOR: 1. ORIGINAL CONTRACT SUM CONTRACTOR: 2 . Net change by Change Orders T m 3 . CONTRACT SUM TO DATE (Line I ± 2) 0 0 w d. 0 0. 0 .0 c ° a E U oz ARCHITECT'S CERTIFICATE FOR PAYMENT M M L y Qi 0G 6. • a C fl— ro U 1 C.0 C O p cc 5N .5 L O C C E 0 0 ^ ? 0 w G W V v u .c OU.F w z C o U V 0.0-. G •0 c -03 z V y ca v Q0 ¢ c‘5,, a E O 0 J O O b U'Gco •C x V 00 �Ga O � 0 ami 0 '0 v >. Q" C G C i E Cu°dO'� 09 8. CURRENT PAYMENT DUE AMOUNT CERTIFIED w a zccq w 0 z 0 V z N ti v • Oa U°J Q my 0` EXHIBIT "D" 0 0 0) 0 o tt 0'a o T � v L C `> D. 0 0 wtj cS' 8-C y W O Uf°u F, 'a Z " 0u 0 aU <0� 6 � u .0.0 X80 .0 0 4) O ",w eyo .Y.). 0 o'a 04 C CJ ;s 414Av V e 0 cJ h V U p 'o r v DEDUCTIONS ADDITIONS CHANGE ORDER SUMMARY L C 0 .0 0 0 a 0 C 0 0 / 0 @ AIA DOCUMENT G703 (Instructions ori reverse side) CONTINUATION SHEET APPLICATION NO.: APPLICATION DATE: PERIOD TO: ARCHITECT'S PROJECT NO.: EXHIBIT "D " / \) e» ] \2 () )$ • tri 3§ \/ RETAINAGE (IF VARIABLE) RATE) _ BALANCE TO FINISH (C - G) e E £m % 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 + E) 0 u SCHEDULED VALUE m DESCRIPTION OF WORK « 3 p\ / \) e» ] \2 () )$ • tri 3§ \/ 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 CCORNELL UNWIRE= IN( 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: 1. 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 1 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: Date: Signature: EXHIBIT "F" z 0 9 0 0 40 -h' kV A g zd) 510).7°a:racier i EXHIBIT "F" t, 4.E2g u Dollar Amount of WRF, (:nntrart I I 11 I 1_ __11- _ Women Firm Name - Awards 1111I I II 'll . Dollar Amount of Trade MBE Contract I in! 1 Dollar Craft Amount and/or of Minority Firm Trade Subcontract Name - Awards I I-111 I 1 mon i iii Prime Contractor, Subcontractor and Sub -Subcontractor's Name EX 1 3a$ 26 DATE: m& F. DA al Ulm U£ °\» la Campeau +p 1 B Lint Fact At tcta ra Jat r tie aar Siittartili i tat tttaaat p 1 r�x..tf7C�9at C"�:.a'ts#i t3t�:.. rbt"C¢a ltttitta° int'rh :ala 1V '0.1111C t� ai Retaicy° ,¢s 1a7 paa watia ae Ii K:. aarta°aataarlrecr fad �¢ a s ka is rra�%e ,rat alet aw¢t tsltlp al'all 11kiet. rtrateria¢1s ir, "ntj 1a� aaaaa at i ¢aa¢arle t[s i csntaaa tc7 i`rra t1t as tav� r Y 1.. eta , ,ppli+ rrtaa rt Coir F't1. 1! . t1 T � caaa iltl r 1t caa¢raa'ai rrw�t i �1aa1¢ a rxs yaa` r1rC nbove 9tsted materua 1ur11ra cant agal vioft1 vb^asczjatle5; EXUI ujr rt fir ace Evalua i Telma tar GENERA ; I I E ENT: ROCK ,FE ER i' NORTH QST E TERIOR ENTRY 'AIR E IA ITATI ; N CORNELL UNIVERSITY ITHACA, NEW YORK 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 3 1.6 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. 4 1.7 EXAMINATION OF PREMISES, DRAWINGS, ETC 4 1.8 STAND DOWN DATES 5 1.9 WORKING HOURS 6 2.0 PRODUCTS - NOT USED 6 3.0 EXECUTION - NOT USED 6 SECTION 0125 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 APRIL 7, 2017 SECTION 01 31 19 PROJECT MEETINGS 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 PRE -CONSTRUCTION MEETING 1 1.3 PROGRESS MEETINGS 3 1.4 PRE -INSTALLATION CONFERENCE(S) 4 2.0 PRODUCTS - NOT USED 4 3.0 EXECUTION - NOT USED 4 SECTION 0131 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 2 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 APRIL 7, 2017 SECTION 01 33 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 CONTRACTOR RESPONSIBILITIES 5 1.8 SUBMITTAL PROCEDURES 7 1.9 RECORD SUBMITTALS 8 1.10 RESUBMISSION REQUIREMENTS 9 1.11 ARCHITECT'S DUTIES 9 1.12 DISTRIBUTION 10 2.0 PRODUCTS — NOT USED 10 3.0 EXECUTION — NOT USED 10 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 3 1.4 LEAD 3 1.5 PCBs 3 1.6 SITE VISITS 4 1.7 CONFINED SPACE 4 2.0 PRODUCTS — NOT USED,,,.,..<4 3.0 EXECUTION — NOT USED 4 APRIL 7, 2017 SECTION 0135 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 SPOIL AND BORROW 2 1.7 NOISE AND VIBRATION 3 1.8 DUST CONTROL 3 1.9 PROTECTION OF THE ENVIRONMENT 3 1.10 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK 4 1.11 HAZARDOUS OR TOXIC MATERIALS 4 1.12 DISPOSAL OF WASTE MATERIAL AND TITLE 5 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 1 1.4 OWNER'S REQUIREMENTS 1 2.0 PRODUCTS - NOT USED 2 3.0 EXECUTION - NOT USED 2 APRIL 7, 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 18 3.0 EXECUTION - NOT USED 18 SECTION 0145 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 45 29 TESTING LABORATORY SERVICES 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 QUALIFICATIONS OF LABORATORY 1 1.3 LABORATORY DUTIES 2 1.4 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY 3 1.5 CONTRACTOR'S RESPONSIBILITIES 3 2.0 PRODUCTS - NOT USED 4 3.0 EXECUTION - NOT USED 4 APRIL 7, 2017 SECTION 0150 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 5 2.8 TREE, PLANT AND LAWN PROTECTION 5 2.9 GUARDRAILS AND BARRICADES 5 2.10 PROJECT IDENTIFICATION AND SIGNS 6 2.11 FIELD OFFICES 6 3.0 EXECUTION 6 3.1 PREPARATION 6 3.2 GENERAL 6 SECTION 01 5100 TEMPORARY UTILITIES 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 ELECTRICITY, LIGHTING AND WATER 1 2.3 TEMPORARY CONTRACTOR TELEPHONE SERVICE 2 2.4 TEMPORARY SANITARY FACILITIES 2 3.0 EXECUTION 2 3.1 REMOVAL 2 APRIL 7, 2017 SECTION 01 57 13 SOIL EROSION AND SEDIMENT CONTROL 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 SUBMITTALS 1 1.3 PLAN AND IMPLEMENTATION GENERAL REQUIREMENTS 1 1.4 PERFORMANCE STANDARDS 2 1.5 EROSION AND SEDIMENT CONTROL PLAN COMPONENTS 2 1.6 INSPECTIONS 3 2.0 PRODUCTS - NOT USED 3 3.0 EXECUTION - NOT USED 3 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 PALM ROAD STORAGE 2 1.5 PROTECTION 3 1.6 PROTECTION AFTER INSTALLATION 4 2.0 PRODUCTS - NOT USED 4 3.0 EXECUTION - NOT USED 4 SECTION 01 7123 FIELD ENGINEERING 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 QUALIFICATION OF SURVEYOR 1 1.3 SURVEY REFERENCE POINTS 1 1.4 PROJECT SURVEY REQUIREMENTS 2 1.5 RECORDS 2 1.6 SUBMITTALS 3 2.0 PRODUCTS - NOT USED 3 3.0 EXECUTION - NOT USED 3 APRIL 7, 2017 SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING 1 1.0 GENERAL 1 1.1 DESCRIPTION 1 1.2 SUBMITTALS 2 1.3 QUALITY ASSURANCE 3 1.4 WARRANTIES 4 2.0 PRODUCTS 5 2.1 MATERIALS 5 3.0 EXECUTION 5 3.1 INSPECTION 5 3.2 PREPARATION 5 3.3 PERFORMANCE 6 3.4 CLEANING 8 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 4 2.0 PRODUCTS - NOT USED 4 3.0 EXECUTION - NOT USED 4 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 2 1.4 SUBMITTAL 5 2.0 PRODUCTS - NOT USED 6 3.0 EXECUTION - NOT USED 6 APRIL 7, 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. Remove existing granite stair treads and turn over to Owner. Remove and salvage existing granite pavers at upper stair landing (platform) for reuse. Remove existing waterproofing and portion of existing subsurface concrete support slab, as required. Remove existing deteriorated building stone elements at stairway door entry area, for replacement (bluestone doorway slab and berea sandstone veneer pieces). Remove existing cast iron roof leader boot for finish restoration. Remove existing facing stone at each face of adjacent stair cheek wall (the existing brick and stone foundation/backup will be reused where shown on the drawings). Remove and salvage existing berea sandstone wall coping for reuse. Remove existing metal through -wall flashing. Remove all necessary site pavement and existing landscaping as shown to complete restoration work. 2. Provide concrete stair foundation system with waterproofing for new granite stair treads and the reinstallation of upper landing (platform) pavers. Provide new stone replacement elements at stairway door entry (berea sandstone in- kind; bluestone threshold with black granite), and new bluestone veneer to faces of cheek wall to best match facing stone on bluestone building foundation. Reinstall salvaged berea sandstone cheek wall coping and new metal through -wall flashing system. Provide new bronze handrails and reinstall restored cast iron roof leader boot. Restore pavement and landscaping and provide drainage improvements as shown. 3. Provide temporary support below existing structural platform slab. 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. ROCKEFELLER HALL NW SUMMARY OF WORK 01 11 00-1 EXTERIOR ENTRY STAIR APRIL 7, 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 form a complete and operating whole. Any equipment, apparatus, machinery, material and small items not mentioned in detail, and labor not hereinafter specifically mentioned, which may be found necessary to complete or perfect any portion of the installation in a substantial manner, and in compliance with the requirements stated, implied, or intended in the Contract Documents, shall be furnished without extra cost to the Owner. The Contractor shall provide the greatest quantity, highest quality, highest degree of safety, and most stringent material, equipment or Work. Should the Drawings or the Specifications disagree in themselves or with each other, the Contractor shall provide the better quality or greater quantity of work and/or materials unless otherwise directed by written addendum to the Contract. 1.2 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*** ROCKEFELLER HALL NW SUMMARY OF WORK 01 11 00-2 EXTERIOR ENTRY STAIR APRIL 7, 2017 Ithaca, Nen York I STRICTIONS CORN RS ION 0 14 00 'TION 0 4 00 RESFI" I TIONS RELATED DOCI Drawing and general;' provisions ce ' thz;. Contra t, izacltz�tira Generail C'onditlens azad Division 1 pecifies, apply tca this ectiten. N"I ACTOR USE OF PIPREMISES All traffic and pedestrian control measuressta ll lac eeznpliaetai vitt the Na o al rr r linif rn attic Control Devices ft►t qtr eelsand Highways ay}s (1 7 D) and 17 NYCRR h p(New York Suppl talent), tlattl y, /rte x'. di ?t.z \°f zatzztvc) zacl all other local lames nand reulatior. Con t acttar shall wary Baia d e ork -ita flee taaaaaaaer which ill ea t,kae leas on to pedestrian and venial.] k a° irafklc anti perzaait (access o f enact taey velticl s a f"kae Work shall ne scheduled and performed ita Batch a as as ea Haat a least one laaac tel trati c mill k e attatntained on all public streets. yf =t� flag persons, equipped with radio' at t°n .araic aiican devices, aaaaast be provided for atay as .tiv lel zckitag a tra fle lane. On =lane rel Traffic nust be nanth. tazaaed at a2ll tinges. her traffic zaaustet`rass celesta trenches, the Contracts t shall provide suitable bridges. and ra.ilirigs; including pedestrian karit� s. D. The Contractorshall maintain 20' n h C.tezatr ctor shall post and maintain 11at p rst gas and sLutahla signs indicating oaastrt a tion Aerations are under jay and ig signs zas aaaay be required. te' Con tz ct r° shall safe azaard 11ae az se by the pu lie and Owner of aalt adjacent hi h gays adways and footpad hs and shall ccanfdrr to . nd regulations cenceazain flee use ereof especially Ural t titans rife trail c and rtes rnca retaaen1. cefhea y equiprent. Access to e site. fzaa deli 7ery a f 'oust ulYtion zz aatea feel and¢ r equiprneni s 1 be made` Maly at tlae cations ,shca vn i tlae :centrad 113c canna nt.s or approved by the O °ne.rgs I eprescntalive. f°kaa C catetrante r shall aaa e every effort t keep di and debrisfr zea aaal:in it roadways. The Ccit traa t r shall iaaaaaaediai.ely remove dirt and debris la clt tnay pe anent roadways dzt rte tkae W orkF TI Contractor shall liza it the ex t:."catltratet 1) awiat s as laelaa °i11ai vitiei to deal area of rtes site de ned o r1OCKEFEI ER 1AL1NONS EXTERIOR N{ z " AIR ill 14 004 APRIL 7, 2017 COELICUNIVERSITY Ithaca, New ork SECTION 01 14 00 l*1 ' RESTRICTIONS CTI. that poi a n r ft}r.e crrk retaaired trndcr this Coiitract rlrich r .xist l c er.l` r°r�xrcd it other. _. t the defined areas bosh on-site Arad crf"f including operations involving delivery and larval crf matcrials, the ontraetr r shall scheduie and codrdina its activ-rrugh the ner°s Representative, to meet t.lre approval of the Own an atainlini: e disru ation f tl e ural scheduled activities of"the c eeupa nts of adjacent spaces, It i thr y na r`'s Pcctaticrrr that take prcteetive measures fca rxxitxiezti i damage eaused by construe ticrat activities it eludirr e but rr at liarrit d t ,flee use o per na life, nraatc is l handling e uiPi-rie-a e, et e 1.1 pornons crf the site: including the stag i areae and those areas affec eel by ttaa£ ark,- shall be returned to tin nri iraal eondiiictrr aflcr co rxalletiot of or lc, Such repair work shall include lay restoration aarad re di , if re aired tend shall be include it tlacContractor °sGuarantee r arxd from the locala o f the "nark shall be as mdicatcd in. the Cont a by tlaeOwner's RePrAeserxialive Parkingmay be made available f`c staging at aalala/ dago f end or tttaca l aac deterr ic�crl area fear the duraticra of the pret. The Cprat -actr r will l e esponsible frit feneiti 9 s a and xraair tafrain ; flee t s Yna AIt vehicles at: Psalm/ of dao Road arrestbe registered itrith 1 r anspur`tatietrServices A. No parkin.. nf` ..csiaitacttr ve The t raratra etcrr dial[ rr Ike all a =raga er lents, and bear the eclat, tcrt ira rayl r taaden cif aall trade Per cans lfc rxa the designated Parking area at Palrxal dago load t, the c tanstructicrar site necessary. ll should he noted tbai t ere is to fee fir aalt Parking on the rarrxcll Umvcrsily cal aaf us. "I°he CContraetor• is respr nsible l r th paayncnt far all harking r st.s irop sed by the Owner. The Mrrntr°aarto should etantar t the Project iet., Randall Nesbitt`, ( 07) 255_7915, r vnta(i ctarrlell.edu, fro -r adafitional info r nation. The rrrrtractor will be re aired to complete ar `Nexv :.c nstruetion niploy°ee' iwornrs' farr eacl}a p ertiait r-eque tecl. 7"Dais fcarrt ay be found art t t � l/f°fa aac fs.ecar neII.edu iatr tgr 1 4c a raas car i to f tar a. D. ran r°actor shall eco eratc ith ,l"ran sprrrtat'Cu Sdevices arxdl ri other authorities ha of jurisdieriarai, as fultc ays rse par €; by all employees of the Corxtraetor, sOleoratrac;tors, zrrateria others raauncctcd vith this lrrc jeet eerily avithin earrastrxrctlon fefrei aatecl parking waren. bit ena lnyees frrrrn parkittr ire any other areas, meads, streets, ;rounds e ar c are y pee rr fusirx tea rcrra l ly wide thcs . reclnatctracrat . u proper trTMaarrslaxr atitatx rat`lr rFsorna rl 'bet v en tlx designated. parking struction. site, IOC FI3lll I IxIALL N ORK RET I' 'ONS 04 ®2 EXTERIOR ' Y STAIRAPRtt. 7, t t7 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. 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. ROCKEFELLER HALL NW WORK RESTRICTIONS 01 14 00-3 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS 2. Due to small scale of Drawings, it is not possible to indicate all offsets, fittings, changes in elevations, interferences, etc. Make necessary changes in the Work, equipment locations, etc., after notification to the Owner's Representative and Architect. Obtain approval from same, as part of Contract, to accommodate work to obstacles and interferences encountered. 3. Obtain written approval for all major changes before installing. If requested, submit drawings, detailing all such deviations or changes. 4. Exposed to view mechanical units, ductwork, conduit, pipes or other building equipment are essential parts of the artistic effect of the building design and shall be installed in locations as shown on the drawings. Conformance to given dimensions and alignments with the structural system, walls, openings, indicated centerlines are a requirement of the Contract and the Contractor shall familiarize himself with the critical nature of proper placement of these items. The Contractor shall notify the Architect of conflicts which would cause such equipment to be installed in locations other than as indicated on the Drawings. The Contractor shall not proceed with the installation of exposed to view mechanical units, ductwork, conduit, pipes, etc. until all conflicts have been identified by the Contractor and resolutions to conflicts approved by the Architect. B. Interference 1. Install work so that all items are operable and serviceable and avoid interfering with removal of rails, filters, belt guards and/or operation of doors, etc. Provide easy and safe access to valves, controllers, motor starters and other equipment requiring frequent attention. 1.6 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. A. Where existing equipment, piping, fittings, etc. are to be removed, Contractor shall submit complete list to Owner. All items that Owner wishes to retain shall be carefully removed and salvaged and delivered to building storage where directed by Owner. Items that Owner does not wish to retain shall be removed from the site and legally disposed. 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. ROCKEFELLER HALL NW WORK RESTRICTIONS 01 14 00-4 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS B. Before Commencing Work on Any Phase or in any Area 1. Verify all governing dimensions at site and/or building. 2. Inspect all adjacent work. C. Tender of Proposal Confirms Agreement 1. All items and conditions referred to herein and/or indicated on accompanying Drawings. 2. No consideration, additional monies or time extensions will be granted for alleged misunderstanding. D. Existing or Archived Drawings 1. Existing or Archived drawings of impacted buildings are appended in electronic format only for reference and informational purposes. These historic drawings are not to be considered contract drawings and are provided "FOR INFORMATION ONLY". The Owner makes no representation as to the accuracy of the drawings as representing current conditions. 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. Commencement Weekend ▪ Friday, May 26, 2017 ▪ Saturday, May 27, 2017 ■ Sunday, May 28, 2017 b. Reunion Weekend ® Thursday, June 8, 2017 ▪ Friday, June 9, 2017 Saturday, June 10, 2017 ▪ Sunday, June 11, 2017 b. Residence Halls Open August 18, 2017 ROCKEFELLER HALL NW WORK RESTRICTIONS 01 14 00-5 EXTERIOR ENTRY STAIR APRIL, 7, 2017 CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS 1.9 WORKING HOURS A. Normal work hours are 7AM-dusk Monday -Saturday except during above noted restrictions. This means that Contractor shall not permit any noise generating activities that could disturb residents to take place outside of these hours. Should any conditions necessitate work to extend beyond these hours — Contractor may submit a detailed request with reasonable advance notice to Cornell. Cornell (at its sole discretion) may issue a written relaxation of the above but Contractor is advised never to assume that it will be granted. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 14 00*** ROCKEFELLER HALL NW WORK RESTRICTIONS 01 14 00-6 EXTERIOR ENTRY STAIR APRIL 7, 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. ROCKEFELLER HALL NW SUBSTITUTIONS AND 0125 00-1 EXTERIOR ENTRY STAIR PRODUCT OPTIONS APRIL 7, 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 performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. 1.3 ACTION SUBMITTALS A. Substitution Requests: Submit indicated number of copies of each Substitution Request Form, attached hereto, for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. In addition to submission of Substitution Request Form, substitutions shall be listed on the Bid Form with description, specification references, and corresponding change in base bid 1.4 PRODUCTS LIST A. Within thirty (30) days after the award of Contract, submit to the Architect five copies of a complete list of products which are proposed for installation. B. Tabulate the products by listing under each specification section title and number. C. For products specified only by reference standards, list for each such product: 1. Name and address of the manufacturer. 2. Trade name. 3. Model or catalog designation. 4. Manufacturer's data: a. Reference standards. b. Performance test data. 1.5 QUALITY 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. ROCKEFELLER HALL NW SUBSTITUTIONS AND 01 25 00-2 EXTERIOR ENTRY STAIR PRODUCT OPTIONS APRIL 7, 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. 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. ROCKEFELLER HALL NW SUBSTITUTIONS AND 01 25 00-3 EXTERIOR ENTRY STAIR PRODUCT OPTIONS APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0125 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS 5. Request for approval of proposed equivalents will be received by the Architect only from the Contractor. B. Equivalents or Approvals After Bidding 1. Request for approval of proposed equivalents will be considered by the Architect after bidding only in the following cases: (a) the named product cannot be obtained by the Contractor because of strikes, lockouts, 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. ROCKEFELLER HALL NW SUBSTITUTIONS AND 01 25 00-4 EXTERIOR ENTRY STAIR PRODUCT OPTIONS APRIL 7, 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. ROCKEFELLER HALL NW SUBSTITUTIONS AND 0125 00-5 EXTERIOR ENTRY STAIR PRODUCT OPTIONS APRIL 7, 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 21 days prior to time required for preparation and review of related submittals. B. Substitutions for Convenience: Submit requests for substitution within thirty (30) days of contract award. ROCKEFELLER HALL NW SUBSTITUTIONS AND 01 25 00-6 EXTERIOR ENTRY STAIR PRODUCT OPTIONS APRIL 7, 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 (1) is equal in quality and serviceability to the specified item; (2) will not entail changes in detail and construction of Other Work; (3) will be acceptable to the Architect and Owner's Design Consultant's in achieving design and artistic intent; and (4) will not result in a cost and/or schedule disadvantage. 2. Complete data substantiating compliance of the proposed substitution with requirements stated in Contract Documents: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature; identify: Product description. Reference standards. Performance and test data. c. Samples, as applicable. 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. ROCKEFELLER HALL NW SUBSTITUTIONS AND 01 25 00-7 EXTERIOR ENTRY STAIR PRODUCT OPTIONS APRIL 7, 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: 1. Evidence that the proposed product does not require revisions to the Contract Documents that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the product specified. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. 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. ROCKEFELLER HALL NW SUBSTITUTIONS AND 01 25 00-8 EXTERIOR ENTRY STAIR PRODUCT OPTIONS APRIL 7, 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*** ROCKEFELLER HALL NW SUBSTITUTIONS AND 01 25 00-9 EXTERIOR ENTRY STAIR PRODUCT OPTIONS APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS SECTION 0131 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 five (5) days after date of Notice to Proceed. B. Location: A central site, convenient for all parties. C. Attendance: 1. Owner's Representative(s) 2. Contractor(s) 3. Architect and its professional consultants 4. Major Subcontractors 5. Major suppliers ROCKEFELLER HALL NW PROJECT MEETINGS 01 31 19-1 EXTERIOR ENTRY STAIR APRIL 7, 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 ROCKEFELLER HALL NW PROJECT MEETINGS 01 31 19-2 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS 9. Temporary facilities, controls and construction aids a. Storm Water Control Plan 10. Temporary utilities 11. Safety and first-aid procedures a. Contractor's Project Site Specific Plan 12. Security procedures 13. Housekeeping procedures 14. Affirmative Action Plan and Reporting requirements 1.3 PROGRESS MEETINGS A. Schedule regular periodic meetings on the site, not less than once every two weeks throughout the Construction period. B. Attendance: 1. Architect 2. Architect's professional consultants when, in the opinion of the Owner, needed 3. General Contractor, including Site Superintendent 4. Owner's Representatives 5. Subcontractors as appropriate to the agenda 6. Suppliers as appropriate to the agenda 7. Safety Representative C. Minimum Agenda: 1. Review, approval of minutes of previous meeting 2. Review percentage of work to be in place by next meeting by individual trades 3. Review of work progress since previous meeting 4. Field observations, problems, and conflicts 5. Problems which impede Construction Schedule 6. Review of off-site fabrication, delivery schedules ROCKEFELLER HALL NW PROJECT MEETINGS 01 31 19-3 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS 7. Corrective measures and procedures to regain projected schedule 8. Revisions to Construction Schedule 9. Planned progress and schedule, during succeeding work period 10. Coordination of schedules 11. Review submittal schedules; expedite as required 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 1.4 PRE -INSTALLATION CONFERENCE(S) A. The Contractor to hold pre -installation conferences where required by individual specification sections or others at the discretion of the Owner. Minimum attendees would be Architect and/or their specific sub -consultant, Owner, Contractor, Subcontractor, key Suppliers, testing & inspection firm, Facilities Engineering subject matter expert, etc. Minimum agenda would include review of key submittals, RFI's, safety, logistics, material procurement, quality control, etc. Contractor to assemble and distribute the Agenda minimum 48 hours prior to meeting as well as distribute meeting minutes a minimum of seven (7) calendar days after the meeting. B. Submit a list of pre -installation meetings with preliminary dates within fifteen (15) days of issuance of the Notice to Proceed. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ****END OF SECTION 01 31 19*** ROCKEFELLER HALL NW PROJECT MEETINGS 01 31 19-4 EXTERIOR ENTRY STAIR APRIL 7, 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 ROCKEFELLER HALL NW ELECTRONIC EXTERIOR ENTRY STAIR PROJECT MANAGEMENT (ePM) SYSTEM 01 31 50-1 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0131 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. ROCKEFELLER HALL NW ELECTRONIC EXTERIOR ENTRY STAIR PROJECT MANAGEMENT (ePM) SYSTEM 01 31 50-2 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0131 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 -Conforming Work 4. Special Events 5. As required by individual Specification Sections K. Project Schedule: The contractor shall post, distribute, review, and/or respond to the project schedule, monthly updates, and any other schedule submittals onto the ePM in both native and PDF formats. L. Permits & Approvals: Contractor shall upload and maintain current copies of all penuits 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. ROCKEFELLER HALL NW ELECTRONIC EXTERIOR ENTRY STAIR PROJECT MANAGEMENT (ePM) SYSTEM 01 31 50-3 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0131 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*** ROCKEFELLER HALL NW ELECTRONIC EXTERIOR ENTRY STAIR PROJECT MANAGEMENT (ePM) SYSTEM 0131 50-4 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE SECTION 0132 16 CONSTRUCTION SCHEDULE 1.0 GENERAL 1.1 SUMMARY A. The Contractor shall, within fourteen (14) calendar days of Notice to Proceed, prepare and submit to the Owner estimated construction progress schedules for the entire Work, with sub -schedules of related activities which are essential to the progress of the Work. B. Conferences will be held with the Architect, Owner and Contractor at the start of the project to agree mutually on a progress schedule which must be diligently followed. C. Submit revised progress schedules periodically and when requested to do so by Owner. D. Submit to Owner and Architect a cash flow projection in accordance with Schedule of Values. E. Submit electronic versions of all schedules, including updates, as well as all back-up to the submitted schedules. 1.2 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 specification section numbers. 1.3 CONTENT OF SCHEDULES A. Construction Progress Schedule: 1. Show the complete sequence of construction by work task/activity. 2. Show the dates for the beginning, and completion of, each major element of construction. Specifically list each work task/activity having a single man or crew duration of one day or more. ROCKEFELLER HALL NW CONSTRUCTION SCHEDULE EXTERIOR ENTRY STAIR 01 32 16-1 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0132 16 Ithaca, New York CONSTRUCTION SCHEDULE 3. Show critical milestone dates for material ordering and delivery including, but not limited to, New York bluestone, Berea sandstone, black granite, and J. Blum railings. 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. 1.5 SUBMISSIONS A. Submit initial Construction Progress Schedules within fifteen (15) calendar days after award of Contract. 1. Owner will review schedules and return review copy within ten (10) days after receipt. 2. If required, resubmit within seven (7) days after return of review copy. ROCKEFELLER HALL NW CONSTRUCTION SCHEDULE EXTERIOR ENTRY STAIR 01 32 16-2 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0132 16 Ithaca, New York CONSTRUCTION SCHEDULE B. Submit progress revision schedules to accompany each application for payment. C. Submit Submittals Schedule within thirty (30) calendar days after date of commencement of work. D. Submit one reproducible transparency and one opaque reproduction. 2.0 PRODUCTS - NOT USED 3.0 EXECUTION 3.1 DISTRIBUTION A. Distribute copies of the reviewed schedules to: 1. Owner Job Site personnel 2. Subcontractors 3. Other concerned parties B. Instruct recipients to report to the Contractor, in writing, any problems anticipated by the projections of the schedule. ***END OF SECTION 0132 16 ROCKEFELLER HALL NW CONSTRUCTION SCHEDULE EXTERIOR ENTRY STAIR 01 32 16-3 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0132 33 Ithaca, New York PHOTOGRAPHIC DOCUMENTATION SECTION 0132 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 daily during progress of the Work, and final photographs upon completion. 1.2 SUBMITTALS A. Progress Submittals 1. Key Plan: Submit key plan of Project area and building with notation of vantage points marked for location and direction of each photograph. 2. Submit digital photograph electronic files, organizationally filed by week. 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. ROCKEFELLER HALL NW PHOTOGRAPHIC 0132 33-1 EXTERIOR ENTRY STAIR DOCUMENTATION APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 32 33 Ithaca, New York PHOTOGRAPHIC DOCUMENTATION C. Provide photographs of any wall or floor assembly 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*** ROCKEFELLER HALL NW PHOTOGRAPHIC 01 32 33-2 EXTERIOR ENTRY STAIR DOCUMENTATION APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES SECTION 0133 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.) ROCKEFELLER HALL NW SUBMITTAL PROCEDURE EXTERIOR ENTRY STAIR 01 33 004 APRIL 7, 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. ROCKEFELLER HALL NW SUBMITTAL PROCEDURE EXTERIOR ENTRY STAIR 01 33 00-2 APRIL 7, 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 infoi��iation: 1. Dimensions. 2. Identification of products and materials included by sheet and detail number. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurements. 6. Submittal: a. For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will be reviewed and returned electronically marked with action taken. b. Maintain returned document as a "Record Document". 1.4 PRODUCT DATA A. Product Data includes brochures, diagrams, standard schedules, performance charts, and instructions that illustrate physical size, appearance and other characteristics of materials and equipment. All submittals shall identify all products as being asbestos free, see Section 01 35 29. B. Collect Product Data into a single submittal for each element of construction or system. 1. Clearly mark each copy to show applicable choices and options. Failure to do so will result in rejection of the submission. 2. Show perfounance 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. ROCKEFELLER HALL NW SUBMITTAL PROCEDURE EXTERIOR ENTRY STAIR 0133 00-3 APRIL 7, 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 to the areas original condition. D. Submit fully fabricated Samples cured and finished as specified and physically identical with material or product proposed. 1. Mount or display Samples in manner to facilitate review of qualities indicated. 2. Identify Samples with generic description, product name, and name of manufacturer. 3. Submit Samples for review and verification of size, kind, color, pattern, and texture. 4. Where variation in color, pattern, texture, or similar characteristics is inherent in material or product represented, submit at least three (3) multiple units that show approximate limits of variations. 5. Preliminary Submittals: Submit one (1) full set of choices where Samples are submitted for Architect's selection of color, pattern, texture, or similar characteristics from a range of standard choices. ROCKEFELLER HALL NW SUBMITTAL PROCEDURE EXTERIOR ENTRY STAIR 0133 00-4 APRIL 7, 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" 1.7 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. ROCKEFELLER HALL NW SUBMITTAL PROCEDURE EXTERIOR ENTRY STAIR 01 33 00-5 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 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 infoi'nation 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 con -elating quantities and dimensions 3. Selecting fabrication processes and techniques of construction. 4. Coordination of the work represented by each submittal with other trades. 5. Performing the work in a safe and satisfactory manner 6. Compliance with the approved Construction Schedule. 7. All other provisions of the agreements. E. It is understood that the Architect's notation on the submittals is not to be construed as an authorization for additional work or additional cost. F. If any notations represent a change to the Contract Sum, submit a cost proposal for the change in accordance with procedures specified before proceeding with the work. G. It is understood that the Architect's notation on the submittal is not to be construed as approval of colors. Make all color -related submittals at one time. H. Notify the Architect by letter of any notations made by the Architect which the Contractor finds unacceptable. Resolve such issues prior to proceeding with the Work. I. Begin no fabrication of work until all specified submittal procedures have been fulfilled. J. Do not submit shop drawings, product data or samples representing work for which such submittals are not specified. The Architect shall not be responsible for consequences of inadvertent review of unspecified submittals. K. The review of shop drawings shall not relieve the Contractor of the responsibility for proper construction and the furnishing of materials and labor required even though the same may not be indicated on the review shop drawings. L. Certify that only asbestos free material is used in the execution of all work. Reference Section 01 35 39 ROCKEFELLER HALL NW SUBMITTAL PROCEDURE EXTERIOR ENTRY STAIR 0133 00-6 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 1.8 SUBMITTAL PROCEDURES A. Coordination 1. Coordinate submittals with performance of construction activities in accordance with the Submittal Schedule approved by the Architect and Owner. 2. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and related activities that require sequential activity. 3. Prepare and transmit each submittal in accordance with the Submittals Schedule, agreed to by all entities involved. 4. Prepare, review, approve and transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. 5. Architect's Review: Allow three (3) 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 two (2) 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 two (2) working days will be required for items specified in Divisions 2, 3, 4, and 5. Allow time for delivery in addition to review. 6. Allow time for reprocessing each submittal. 7. No extension of Contract Time will be authorized because of failure to prepare submittals sufficiently in advance of Work to permit processing. 8. Submittals made which do not conform to the schedule are subject to delays in processing by the Architect. 9. Refer to Section 01 32 16 Construction Schedules for requirements of the Submittals Schedule. 10. Failure of the Contractor to obtain approval of Shop Drawings shall render all work thereafter performed to be at Contractor's sole risk, cost and expense. B. Submittal Preparation 1. Place permanent label or title block on each submittal for identification. 2. Indicate name of entity that prepared each submittal on label or title block. ROCKEFELLER HALL NW SUBMITTAL PROCEDURE EXTERIOR ENTRY STAIR 01 33 00-7 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 3. Provide space on label or beside title block on Shop Drawings to record Contractor's stamp, initialed or signed, certifying to review of submittal, action taken, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of Contract Documents. 4. Complete all fields on submittal item details in ePM system including meaningful description. 5. Include the following information on submittal documentation: 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. 1.9 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. 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. ROCKEFELLER HALL NW SUBMITTAL PROCEDURE EXTERIOR ENTRY STAIR 01 33 00-8 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES 1.10 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. 1.11 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 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. ROCKEFELLER HALL NW SUBMITTAL PROCEDURE EXTERIOR ENTRY STAIR 0133 00-9 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0133 00 Ithaca, New York SUBMITTAL PROCEDURES 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. 1.12 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 peunit 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*** ROCKEFELLER HALL NW SUBMITTAL PROCEDURE EXTERIOR ENTRY STAIR 01 33 00-10 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0135 29 Ithaca, New York GENERAL HEALTH & SAFETY SECTION 01 35 29 GENERAL HEALTH & SAFETY 1.0 GENERAL 1.1 DESCRIPTION A. This Section provides requirements for general health and safety during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub -contractors involved in the project. B. In addition to the requirements of this Section, all laws and regulations by applicable local, state, and federal agencies shall apply to the work of this contract. In some cases the requirements of these Specifications may by intention exceed such legal requirements, but in no case shall this Specification be interpreted or understood to reduce or eliminate such requirements. 1.2 CONTRACTOR'S 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. ROCKEFELLER HALL NW GENERAL HEALTH & SAFETY EXTERIOR ENTRY STAIR 01 35 29-1 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY B. PSSP submittal should be submitted a minimum of ten (10) days prior to the commencement of work on site. The Contractor may opt to submit their PSSP in phases. The Contractor must submit a phase submission plan using the PSSP Submission table included in the PSSP template for approval by Owner's Representative with initial submission. Submit remaining phases no later than ten (10) days prior to the start of a new, predetermined project phase or milestone. 1. Projects having less than a ten (10) day turn -around shall coordinate their submittal with the Owner's Representative, who should coordinate with Occupational Health, Safety and Injury Prevention (OHSIP), the University Fire Marshall's Office and Contract College's Codes Enforcement Official, if applicable. C. The Contractor is responsible for its employees and its subcontractors. Subcontractors are required to submit their PSSP to the General Contractor. The General Contractor is responsible to ensure all subcontractor(s) PSSP's are adequate per their scope of work. D. The General Contractor is required to ensure their project's PSSP is accurately maintained throughout the duration of the contract. Resubmission is required for any new scope elements not previously addressed by the Contractor's original PSSP. E. Definitions: 1. Project Site Specific Plan (PSSP): A structured document that details the scope of the contract work and related site specific controls, requirements and information for University and Contractor personnel. This document is not intended to be all inclusive of all applicable local, state and federal laws and regulations for which the General Contractor and its Subcontractor(s) are expected to comply. 2. Authority Having Jurisdiction (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. ROCKEFELLER HALL NW GENERAL HEALTH & SAFETY EXTERIOR ENTRY STAIR 01 35 29-2 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0135 29 Ithaca, New York GENERAL HEALTH & SAFETY 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. Results for sampled materials were "no asbestos detected". C. Based on the above, disposal of asbestos containing material is not anticipated. 1.4 LEAD A. Building may contain lead based paint. The Contractor shall protect workers in accordance with 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. Rockefeller Hall was constructed in 1904. 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. B. Attached for the Contractor's information is a XRF Lead Survey Report which represents samples taken within the building. Results for all assays were less than or equal to 0.0 mg/cm2. Reports reported as greater than 0.0 mg/cm2 are considered Lead -Containing Paint as per OSHA standards. 1.5 PCBs A. Attached for the Contractor's information are PCB reports which represent samples taken within the building. Results for sampled materials were: "none detected". ROCKEFELLER HALL NW GENERAL HEALTH & SAFETY EXTERIOR ENTRY STAIR 01 35 29-3 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0135 29 Ithaca, New York GENERAL HEALTH & SAFETY 1.6 SITE VISITS A. The undertaking of periodic Site Visits by Architects, Engineers or the Owner shall not be construed as supervision of actual construction, or make them responsible for the safety of any persons; or make them responsible for means, methods, techniques, sequences or procedures of construction selected by the Contractor or its Subcontractors; or make them responsible for safety programs and precautions incident to the Work, or for the safe access, visit, use, Work, travel or occupancy of any person. 1.7 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 0135 29*** ROCKEFELLER HALL NW GENERAL HEALTH & SAFETY EXTERIOR ENTRY STAIR 01 35 29-4 APRIL 7, 2017 CO Ithav New SECTION omell Uni ORs _ kON OF CO CTOR �i��5� tadsan3, 'ppa S D l.orncl1 Univers Environmental Health and Safety PROJECT SITE P AN (PSSP) Hag C. N TMP General Health & Safety, Section ) 35 ?tt l-equi.res contractors to submit a Project Site Specific Plan (PSSP) for review by Cornell University representatives before cotnn enccrncnt of work on the site, The PSSP should address site specific controls, infori,ntrtion and or requirements as it relates to the contractor's scope of Coniractor C Project N Project Address Pang tobilizatian Date Project Ilotrrs ontr'a °oject scripti Scope of Contract: Please list projeet'.i , crlico:rr furs a!eJzrxr rrr suhcrrttrrrc°txr. ea°hanical, Lilecttalari1, P Name sl][�rlti'rl c On -Site Person S)} lreert nn,r rl*rf, lrrc°Jule rete Steel L , et`c. Phone rlrr rct Packa a Scope of Work I)escr°ipHort,: (1tt ubcontrr or hubcontr act Package Scope of Work Description: 1 t ra°t here hcontractor o rthcorltrart Package Scull)! of Work Description: victor err uhcontr,tct I ltcl<tr t 5co cot' 11 or•Ic [)eseri rtion: - Subcontr obcontract Paekag k Des ilatiarr: n;sert Subcoutraet Pockage Scope of Work Description: Subciirrtr°acto Form 1159 (;N F f` cei ive: contract P bin -loin for duration of project., encc•t of work 8 Subtui1 t is 0-13ui1der Mninfain on pr[aii;[:r's si f <;arttcFl Lit tiversit:v Environmental Health and Safety The folio Please ;indicate whether t1 project activ�it PROJE(1' ITE SPECIFIC PLAN (PSSP) HS9 CN TMP °s Those itctivitie that may require a SEPA.RA'Ci plain, in addition to the PSSP, aclivilie;s are applicable to your project, .keepin fls abreast of upcoming STOS A.If3A I I+ i4[.I NT lel' Asbestos Project Coordinator BILE CRANE{s) ACTIN S!`1E: OHSIP The Crane Plan should include a rttininrunr of the following; + A detailed description and an aerial diagram of the crane's scope of work. • The Date of Crane Activities, Contractor(s) performing Crane activities, Manufacture/Model of Crane, Contractor's Assembly/Disassembly Director, Assembly/Disassembly Area, Crate Pad Location(s), Boom's Swing Radius, Load's Path of'`ravel, Occupant Control Measures., Pedestrian Control. Measures, Traffic Control Measures, schedule of items to be hoisted, their weight and any other critical information specific to the crane activities, Multiple crane site scenarios shall be explicitly addressed in the plan. Provide :t copy of the Contracted Crane Operators NYS Crane Operators License. Provide a copy of the Contractors' Qualified Rigging and Signal Person training certificates. mid be submitted a nrinimuin of 10 days prior to the C'rane's 1 arrival date. IN TO 2 ON �s) CREA TT AN OR N F�+C;A�'A'TI ( '10E12 ':i'HEQUALEQUAL{I i� I��I`1' 't? ep excavation Plan should include a minimum of following,;. low will the Cornell contniuuity he protected fruit the excavation(s), excavating; equipment and haul truck activities, if applicable. Excavation(s) location,. depth, soil classification and on site competent person actor's Engineered Protective System (description, diagram(s) and tit- ' gts.); it- ing(s); leans and method shall be compliant with OSIIA's 1926 Subpart P Excavations 'ation(s) Tess than 20 feet .in depth are to be addressed in the contractor's PSSP, applicable. -EAI) WORK PLAN SMI:: O1ISIP The Lead Work Plan should include a minimum of the following; 11 Iv the contractor will meet the rcgtrirem.ents of OSI IA 1926.62 "Lead in nsfruction Standards" the contractor intends to protect its workers, the building; occupants and the building structure based on their selection of means and methods.. IN IER.RIJI'7'ION OR CLOSURE OF RO A..I)WAY(s) .. Y(s) AND OR PA,RI.liV LOT(s) SMF',: IPP Transportation Services, University Fire Marshall and OIISIP The Temporary Traffic Control Plan should include a minimum of the following; • An aerial diagram or construction drawing illustrating the contractor's traffic control measures. Control measures must be complaint with .NYS Building Codes, NYS Fire Codes, NYS Safety & health Cocle Rules, and the NYS Departnment of Transportations and AIi)A regulations. *,All impair'ntents to Emergency Vehicle Access Lanes must be reviewed by the ivcrsity Fire Marshall's Office. �laainli iu Ior clurariuu of project. !me.nl ark .tctiyi Maint;aiu Isla project's Md (.,'(rrrneI. C.Inivel"stty Environmental Health altli and Safety PRO ECT SITE SPECIE]. . SLA �i (PSSP) rRUC'I°URAI. DEMOLITION E: OIIS1P olilion Plan to Include a minimum. of; • Provide an aerial diagram, description of plan, engineered drawings and hove tl'tc contractor will provide protection of persons passing by )einolition Activities. • Dust Control Procedures throughout demolition *Non-structural demolition is to be addressed in PSSP, if applicable. INTERRUPTION OR CLOSI RE OF SIDEWALK(s) OR OTHER PEDESTRIAN THOROUGHFARES SITE for Sidewalks; IPP Transportation Services, University Fire Marshall and 01-1SIP The Temporary Pedestrian Control Plan should include a minimum of; • An aerial diagram or construction drawing illustrating the contractor's pedestrian control measures. Control measures must be complaint with NYS Building Codes, NYS Fire (:odes, NYS Safety & Health Code Rules, and the NYS Department of Transportations and ADA regulations. I[nll's s t'❑ IF- ream:}' velrr[•Ie �V,eceas l_zrrres roust be reviewed by the IiniS°elate4 Fire M1trr�n NTERRUPTION OI2 tv:LOSURE OF A BUILDING'S PATH(s) OF EGRESS AND OR UALLWAY(s) fiuildings and Sidewalks: Codes Enforcement Official ME for Buildings: University Fire Marshall nnporary Building Egress Control Phan should include a minintunt of; A boor plan or construction drawing illustt°atiltg flue Cott#rector's pedestrian control measures. Control measures must be complaint with NYS Building Codes, NYS Fire Codes, NYS Safety & Health Code Rules, and the NYS Department of Transport rtticans land ADA regulations. rntation Itac:a Campus Ph .1 rsity Police Dept. and /Services Phones outside of flee titl7 Offlthuaca C:anlpus. I Police I)elat. and Emergency Se Occupational Medical Fac ee hole 2 below 2: Attach Ikea r uurraat rnmA ( str![lical I^ncilil}^ girt (JIla! l �Ftel gtl,c:iacts 07-255-1111 4sec Nulc. 1 E3ek,u° ale v[ 111 rcreive etre q er: enct^ res Address 7 Statler Street G2 Barton Hall -a, NY 1485 cl die°ertly apt 6t17- arsd aJireetioui tinelnd,i i rnnlpv) roe eoatr ie'tor personnel's quick re.ace. A r!"tlt Form e 11 S9 CN 'IMP H sxlivc: CJI iI PO at ion or project.. Mil vial c- Ier. Cornell l 1.1nive"rsl t' Environmental Health and Safety Muster Area: I.ai txtcning/Severe: Weather: +ire Etrxergency: PROJECT T SPECIFIC PLAN (PSS IT H' 9 CN TMP proccdr�rr°e.s tofol'lcrti-v irr ih- ither. vert pros^cctrrrc.s to ' rt.ldditiottal Ent v Procedure in the CTC Irt.+est Add►tiotral my Procedure The University Fire Marshall provides gnidanc Website atlrtt*r,://•S,r.ela,s.c;rarrrtll.erlrr," ►rc-ti'tr, sera require rnent here) Insert site specific requirement Isere) .rt Site speq. reguirentent here) °ernent here) regrrlrc<ineiat Isere) ertrergeni,►r pltrnniing orr the Uraiver�°ltf'°.s EHE lrtrplovec s, Subco►rtracte)rx and I'isitors first day's Work orr the project site. ISk 1"overhead power lines run parallel a a iv .rat her constructionconstructionactioiii I -lore Evill ttie Contractor provide protection of persons passing b}' Construction, Demolition or Excavations rt description and dia�r Ixorin Etlecli 11 r are required to complete Site Orientation prior to their to Corn ell Street. Self-propelled mobile erlrail)rrrerrt Land trirrirtrtc►tr clearance distance 4.1 © eet est all trtrtc' b'ras`s' m or detailed description of thc+ Mien( a1.1 tri pr^t)tet't the Cornell Corrrrrrunity, fit)rrr ?feet lra7zarr• tlrroarghorrt the duration of the Contra(r Pence, Ten Wall Partitions, Barrier ll rrll.,s, Sidewalk Shed, �ttar"draiil, Signage and/or other means) d of PSSP) M irthlin for duratieara ��ff�'ro cQi• 17 1. of work acti -Iol°.: sub njt iia c ►3aiilder. .dtfilllaii1 cui proico s s,,ile, a tr1 NY dad DELTA End Il. 13760 Tel 607,231,660r Fa 607/31,6650 ARCHITECTS, LAND Y ,dolts as corn Fln 16 2017 Dale II-louseknecht, Asbestos Project Coordinat+ Cornell University Maintenance Management 16 Humphreys ServiceBuild'n IMara, New York 14853-3701 I ockef filer Tall (2014) N l ulk Sample Report Cornell Task Authorization N. l "Itrr ProjectNo.: 2017.003.037 Dear Mr 1louseknecht: for Entry StairRehab il tation Project Asbestos - sir l Or r• No. 966713: k a l ng l nclosed, please find the Asbestos Bulk Sample Report or tic associated Laboratory Analytical result Sheets, and the Sarrnple Location Drawing for the bulk sampling performed by Delta Certified Inspector `i'hoi °ras Fe he samplingwas pe ad on March 3s1 and March 9th. 2017 and addressed suspect materials with the potential to be irinpactd by the upcoming Rockefeller Ilall N/W Exterior Entry Stair Rehabilitation Project Stair Rehabilitation Project. Based on a visual inspection of the North West Exterior: Entry Stairs and a review o the Project Drawings provided by Cornell's Randall Nesbitt, a total of eight t) bulk samples were collected representing four (4) suspect homogenous :materials. All eight (8) of the samples colleted were "Non -Friable Organically Bound" (N01) representing the four (4) homogenous :Materials and results for all were reported as c'o Asbestos Detected", Bulk sannple analysis was pc ed by AmeriSci New Yor ., Inc., accredited by the NYS Department of health (ELAP), the American Incl` aanc the National 'Voluntary Laboratory Accreditation Program {TVI Al Organically Bound (NOB) materials was initially perforated by Polarized Light Microscopy Il l M) following=s an independent laboratory approved / lygiene Association (AIIIA),'" Analysis of rill Non -Friable NYS D1-1 EI.A.P 19.6 1 then analyzed by Transnniss` l ctron tlnodology. "Positiv Stop.,, sarnnple analysis protoe multiple sarples and based on this; all f the samples Bulk Sample Report Fort for earn le par ictrlars and details, rind Laboratory Licenss sl Certifications. ase on the above ntll ion, please feel free to coact acre at your convenience. , rodoloies. 1 the PLMresults were reported as "non -asbestos", the sample was corn e . Microscopy following the NYS DOH 1° LAP 198.4 s rrtil info ed fora given homoenous tn.a aerial set Wraith cess anal ied. 111case refercnee the Asbestos [ have you have Isca at'melted .Delta + o pany, Personnel ny questio,as, or require any other Respectfully. 'LTA ENGINEER r AI CI. I"l EC S, l AND S JRVEYORS C. Stephen Pr°islupsky Director of Environrnner tag Ser -vi tt r Project Paperwork rr. c°rr�a rlonN' LL ['.r EN INK} , II" AND SURVEYORS, Pk. Page 2 of Asbestos . Bulk ..1 Fore ()Ictrttnrs:w 2 E d Q CD r CNI c) M z 6 CD CO CO Not Analyzed by Methodology z Trace 1<1%- 2 F T LAND St.., RVEYORS Pa Laboratory Analyti l Result Sheets AMERI SC/ Delta Engineers Attn: Stephen Prislupsky 860 Hooper Road Endwell, NY 13760 AmeriSci New York 117 EAST 30TH ST. NEW YORK, NY 10016 TEL: (212) 679-8600 • FAX: (212) 679-3114 PLM Bulk Asbestos Report Date Received 03/04/17 AmeriSci Job # 217031441 Date Examined 03/05/17 P.O. # ELAP # 11480 Page 1 of 2 RE: 2017.003.037; Cornell University; Rockefeller Hall NW Exterior Entry Stair Pre -Renovation Bulk Samples, Client Project No. 9667132 Client No. / HGA 2017.003.037-01A Lab No. 217031441-01 01 Location: Ext. Light Grey Caulk @ Sidewalk Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 7.2 % Asbestos Present No Total % Asbestos NAD (by NYS ELAP 198.6) by Paul J. Mucha on 03/05/17 2017.003.037-01B 217031441-02 01 Location: Ext. Light Grey Caulk @ Sidewalk Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 9.4 % No NAD (by NYS ELAP 198.6) by Paul J. Mucha on 03/05/17 2017.003.037-02A 217031441-03 No 02 Location: Ext. - Dark Grey Caulk, Stair Tread @ Cheek Wall Analyst Description: Dark Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 6.5 % NAD (by NYS ELAP 198.6) by Paul J. Mucha on 03/05/17 2017.003.037-02B 217031441-04 02 Location: Ext. - Dark Grey Caulk, Paver @ North Wall Analyst Description: Dark Grey, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 5.9 % No NAD (by NYS ELAP 198.6) by Paul J. Mucha on 03/05/17 2017.003.037-03A 217031441-05 No 03 Location: Ext. - White Caulk, Cheek Wall Cap Stone Seams Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 3.7 % NAD (by NYS ELAP 198.6) by Paul J. Mucha on 03/05/17 See Reporting notes on last page AmeriSci Job #: 217031441 Client Name: Delta Engineers PLM Bulk Asbestos Report 2017.003.037; Cornell University; Rockefeller Hall NW Exterior Entry Stair Pre -Renovation Bulk Samples, Client Project No. 9667132 Page 2 of 2 Client No. / HGA Lab No. Asbestos Present Total % Asbestos 2017.003.037-03B 217031441-06 No NAD 03 Location: Ext. - White Caulk, Cheek Wall Cap Stone Seams (by NYS ELAP 198.6) by Paul J. Mucha on 03/05/17 Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 9.9 % Reporting Notes: Analyzed by: Paul J. Mucha *NAD/NSD =no asbestos detected; . analyzed; NA/PS=not analyzed/positive stop, (SOF-V) = Sprayed On Fireproofing containing Vermiculite; (SM -V) = Surfacing Material containin. - iculite; PLM Bulk Asbestos Analysis by EPA 600/M4-82-020 per 40 CFR 763 (NVLAP 200546-0), ELAP PLM Method 198.1 for NY friable sampl - , 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 Techlogy Accreditation requirements mandate that this report must not be reproduced except in full without the approval of the lab.This PLM report relate NLY . the items tested. AIHA-LAP, LLC Lab ID 102843, RI Cert AAL -094, CT Cert PH -0186, Mass Cert AA000054. i Reviewed By: 1 ./iI �', END OF REPORT 40 a) L3) as AmeriSci Job #: 217031441 Client Name: Delta Engineers o2 y W Client Sample# T 8 w 3 Q < < < < Q~' - Ebi O 2 Z Z Z Z Z 0 0 0 0 0 0 h a Q to o N N N > DI 3 @ o m ns c y cv m co v.-- cn II c N Z0, $ (p>} m N Q C .fl 1 j $ O a) cO C Z m N < Z < < Z< ZE 0 E it - c o .me m c co WO m c To a Q o '' m c m g`0 5o E W on x L_ c a•.c >, S 7 rn— m a) 'd c E a '$ 3 Q •0 rn m E v c W cc N a) C 1.._ 0 mv•- m arnm`o m m m O .Q M c 1Y A 42 _.I N Q N t N s t[) O) N O) O to c m O I, co c0 to C) co >- m0 '.a .> L7 O C "O > Z 11 .� ro RI Oa to 7CiJ C CLE- N J N m N Nco M n r- to v w.6> c a >,3 (00 N N N O} N Q c m ty _ = m 0) UmVm¢ —2 v p cgs 0 .a .mc o2 r N C u) 71-. w C a c mI- -c 0 00 u� .53 NNCA RSQ O a) V to O V f- ,— t� to 0 m Im Mcc) n rte. NM- � _g m w N c -6 o o oco—oo= a) • Qc°cc )Io yam. to < — (/) as co n 0 o (No 0)01 CNI r a o Z Zo 0 ac) N N N E 0 0 o o o o 2 c 0th E E -I al N3 cn V tmo 0 0 2 m m m (0 dN w cl. . aO m OC O O OvO 0O 5 Q. j QZ m 3Z N U U o >."c 7 a o> m Ngc/'Z m mc > = J .§. 000 -.¢> n U 1, (` U 8 52 2 L 0 gi N _ M >• M M 8 m O O U O U r. LL" o m o L o s 2CC epN m N p N N y 0 T N Cr O a .O.a..< . c O w E 0 n O -� O J O '-) O J Q -) O 2017.003.037-01A 2017.003.037-01 B 2017.003.037-02A cation: Location: er 04 7 CV' 4-1v3. 0 2017.003.037 Collected By: Thomas P. Ferro Cornell Universi Description / Sample Location Light Grey Caulk @ Sidewalk Light Grey Caulk @ Sidewalk Dark Grey Caulk, Stair Tread @ Cheek Wall Dark Grley Caulk, Paver @ North Wall White Caulk, Cheek Wall Cap Stone Seams White Caulk, Cheek Wall Cap Stone Seams 0 ri: UJ 11.1 LU 111 LIJ L.11 Material Condition Intact 15 .2 c Intact t.5 al c Intact -t5 cu c Material Type Misc. ci U) t to to .2 Misc. 0 0 • Misc. Sample Number <C 1- 0 CO v- 0 < ('4 0 CO (N 0 < Cr) 0 CO C.) 0 2017.00.037 - 1 N- «) 0 o cs 1'4 .G. 1-- 04 1 h- co 0 ci 0 N.: 0/ 1 r- (Y) 0 ci CI N: ‘-- CN i N. (r) co ci 0 P--: E) 01 2017.00.037 - co w 0) >z - To .c cu co 0 z 1) N -o .c E -J 0:4 0- w >z - .c) ca u) �1 0 c0 c N w ,cr co 0) Ct. cis >z — • 0 delta-eas.com co • 0 _c 0) E -J 0_ o u) 2 a)z E Email Result 0 N. Cr' Submitted By: Received By: c .0) AMERI SC! Delta Engineers Attn: Stephen Prislupsky 860 Hooper Road Endwell, NY 13760 Client No. / HGA 2017.00.037-04A 217032130-01 No AmeriSci New York 117 EAST 30TH ST. NEW YORK, NY 10016 TEL: (212) 679-8600 • FAX: (212) 679-3114 PLM Bulk Asbestos Report Date Received 03/10/17 AmeriSci Job # 217032130 Date Examined 03/10/17 P.O. # ELAP # 11480 Page 1 of 1 RE: 2017.003.037; Cornell University; Rockefeller Hall N.W. Exterior Entry Stair Pre -Renovation Bulk Samples, Client Project No.: 9667132 Lab No. 4 Location: Bsmt. Floor, Room BOOUC - Foam Padding Mastic, Stair Stringer Asbestos Present Total % Asbestos Analyst Description: Tan, Homogeneous, Non -Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 73.2 % 2017.00.037-04B 217032130-02 4 Location: Bsmt. Floor, Room BOOUC - Foam Padding Mastic, Stair Stringer "Insufficient Material Submitted For Preparation" Analyst Description: Bulk Material Asbestos Types: Other Material: NAD (by NYS ELAP 198.6) by Khaalid W. Perine on 03/10/17 NA Reporting Notes: Analyzed by: Khaalid W. Perine *NAD/NSD =no asbestos detected; N =not .lA yzed; NAPS=nota : • positive stop, (SOF-V) = Sprayed On Fireproofing containing Vermiculite; (SM -V) = Surfacing Material containi Vermiculite; PLM Bulk Asbestos Analysis by EPA 600/M4-82-020 per 40 CFR 763 (NVLAP 200546-0), ELAP PLM Method 198.1 for NY friable samples, which includes the identification and quantitation of vermiculite or 198.6 for NOB samples or EPA 400 pt ct by EPA 600/M4-82-020 (NY ELAP Lab 11480); Note:PLM is not consistently reliable in detecting asbestos in floor coverings and similar non -friable organically bound materials. NAD or Trace results by PLM are inconclusive, TEM is currently the only method that can be used to determine if this material can be considered or treated as non asbestos -containing in NY State (also see EPA Advisory for floor tile, FR 59,146,38970.8/1/94) National Institute of Standards and Technology Accreditation requirements mandate that this report must not be reproduced except in full without the approval of the Iab.This PLM report relates ONLY to the items tested. AIHA-LAP, LLC Lab ID 102843, RI Cert AAL -094, CT Cert PH -0186, Mass Cert AA000054. Reviewed By: END OF REPORT AmeriSci Job #: 217032130 .0 Li - 0 0 o 2 O) ti Ill .0 F'al QCL Client Name: Delta Engineers CO 0 U) 0 .c 0 0. 0 0 c U Z z 0 0. E E CO3 x Client Sample# CO ✓ ao E ca 0 tL U o o m o 0 o ct 0 o 0 LT, E co C 8 2017.00.037-046 it U> c t6 F- - :a E F- 75a )mcyam _> Eco 0 c -0> `o N • c O O< g y 0. Z > E % T • = ,O N C O . c Z co m co mac, E °:.E -0 co ca Ev m ca rn"c m 0 o S m g=.oa co o 0 E to 0 c -c >, c 'c -c ai m CO E a133Q 0 O rnm 0 co 0 C_LL, c 0 •O .0 ~ 0) ElC � o0gr• c Wig, 4= L 0 O Ti c d a) >- 0 0 ? O °c)i . g m Z II c'm a) 00 c�-J c • rZ� 0g win rn m.4 a 0. m • o 5 =U .) 0 g2V) m 0'E 2� T. E a.wo _ y W >.g ;_ °> c N C 0 �• 3.�2= corn Ua)YmQ 0o Z c_ D c o�* 0 8 08 2.c �aCO t;._.(2 a . 0 M wNCD m a N o a cn ma_ E m ogag�To op o (s) -1 :o ca 0 u 11 0 «) •-WB>>} E-0 o ? Z 2 0 U 0cb E E _1 0 0 L. V• )!) . 0 d o No ani rn m V o N v N 0. Q Z c 4 0. > rop ▪ N 0 N c m > L .n N 0 Z . 3 o 0 a i � c .•-. N 0 N CO y C ,O O) u- a -Lt > O y L y rn 0 Q ..•a g y NCAA i%�'N •2c X v,o `'aa w c—< Qc o 2 m E 1; 1aT¢ _. aJ Nv co >aSp> 2, ai >s ca . 0 ._co E • co7 Q:�� v o 'S 8 0 C.) Collected By: Thomas P. Ferro Description / Sample Location 0 0 E CO 1. 0) (i) 0) U) 0) 0 as E ti - 0 CO E 0 1 0) 0) 1;3 co 0) c 0 E co 0 11 ri: Cf) 03 E u) co 0 () E 0. (s) CO 8 2017.00.037 - 2017.00.037 - (0 cci 0) n_ w 0) >- .0 To 4- c 0) 0) • CU CO 0 N c • 0 -o 0) E 02 NYS ELAP 198. _o • E 0) co 0 c 0 N a) Ta •;:t 0 s= 0 2 2 w 1- 5 w 0) N c C0 0 V".0 o c (t) (0 2 2 0 o o 4 a) a) g 6(2 03E A' I) 0)> • • (fi • • 4- .e 0 0 0 -J • • • 03 a) FA INEERS, ARCH RVFYORS, Page 4of ple oeat n Dswing A ENGARCM C AND EP�` Page of8 . achinen Photos TA ENGINE RS, ARC LAND SURVEYORS, P.C. HAO * Light Grey Caulk, Sidewalk, "Non Asbestos" F1AU2 — Dark. Grey Caulk, St' rile`,s �xte lot Pavers, "Non Asbestos" Page 6 of 8 DELTA ENCYINERS, ARC 11A0:3—Wh Caulk, Cheek Wall Cap Ston Sea s, "Non Asbestos" H.A..04 — Foam Padding 1 astie, Root BOOUC Stringer, "No Asbestos" ARCH 1 AND SURVEYOR S, I.C. censes and Cartiitirls ew York State -:Department of Labor Division of Safety and Health License and Certificate Unit State Campus, Building 12 Albany, NY 12240 ASBESTOS HANDLING LICENSE Delta Engineers & Architects & Land Surveyors, P.C. FILE NUMBER: 05-0851 LICENSE NUMBER: 29322 LICENSE CLASS: RESTRICTED DATE OF ISSUE: 09/08/2016 EXPIRATION DATE: 09/30/2017 860 Hooper Road Endwell, NY 13760 Duly Authorized Representative This license has been issued in accordance with applicable provisions of Article 30 of the Labor Law of New York State and o the New York State Codes, Rules and Regulations (12 NYCRR Part 56). It is subject to suspension or revocation for a (1) serious violation of state, federal or local laws with regard to the conduct of amasbestos project, or (2) demonstrated lack of responsibility in the conduct of any job involving asbestos or asbestos material. This license is valid only for the contractor named above and this license or a photocopy must be prominently displayed at the asbestos project worksite. This license verifies that all persons employed by the licensee on an asbestos project in New York State have been issued an Asbestos Certificate, appropriate for the type of work they perform, by the New York State Department of Labor. SH 432 (8/12) Eileen M. Franko, Director For the Commissioner of Labor T (1 ) '1 12/17 DIN PM (12/17) 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 cat (518) 485-5570 to verify the laboratorys accreditation status. Page 1 of 1 PCB Caulk Sampling Report Performed for the: Rockefeller Hall (2014) N/W Exterior Entry Stair Rehabilitation 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: /.DELTA ENGINEERS, ARCHITECTS, B. LANE] SURVEYORS 860 Hooper Road Endwell, NY 13760 Phone: 607-231-6600 Fax: 607-231-6640 Delta Project No. 2017.003.037 Cornell Task Authorization No. TA -31 / Work Order No. 9667132 Field work performed by: Thomas P. Ferro, March 3rd, 2017 Report prepared by: Thomas Ferro Report reviewed by: Stephen Prislupsky I.A ELTA ENGINEERS, ARCSIITECTS, A LAND SURVEYORS EXECUTIVE SUMMARY: 860 Hooper Foad Endwell, NY 13760 7 607.231,6600 rax. 607/31.6650 www,delta-eas.com On March 3rd, 2017 Delta Engineers, Architects & Land Surveyors Representative Thomas Ferro was on-site to perform bulk sampling of various caulks present at Rockefeller Hall with the potential to be 'impacted by the upcoming NM Exterior Entry Stairs Rehabilitation Project. This sampling was performed to determine the presence of Polychlorinated Biphenyls (PCB's) in the affected caulks. Based on a visual inspection of the stair system, three (3) samples were collected of suspect caulks arid submitted to York Analytical Laboratories, Inc, for analysis utilizing Method SW848-3550B/5082. Caulk sample details and results are as follows: Barn le No, Descri tion Results PCB01 Cap Stone Joint Caulk None Detected PCB02 Stair Caulk at Cheek Wall Joint None Detected PCB03 Sidewalk Joint Caulk None Detected EPA regulations, consider solid materials with concentrations under 50 ppm (or 50 mg/Kg) to be a Non -PCB Product. It should be noted that EPA protocol requires the total or cumulative PCB content for each sample (Le, the total PCB count for all tested matrices) be used in determining the regulated level (Le. "non -PCB", "PCB-contaminatedn or "PCB"). The Analytical Report from York Analytical Laboratories, Inc, is included in Appendix A. hDELTA ENGINEERS,ARCHITECTS, 8, LAN SURVEYORS SAO Gasper Road Cndvo ll, NY 1:3750 Tat: 607.231 6.600 Fax: 601.231 A650 d Pta-eaa.cQm York Analytic abora cies Analytical Technical Delta Engineers 860 Hooper Road Endvvell NY 13760 Attention: Stephen ri Report ate: 03/09/2017 CI r jest 1 .003.03 o 1 feller Ha N Exterior York Project (D .n 17CO259 Na> (" P"P10 z5i1 N X54 1ld 12.ih5 ; 1 t1l e R ; 60-04£111 120 RESEARCH DRIVE.. TRATFORD, CT 5 - k 1 I AVRNU RI H ORD HAT , NY 11418 wwoAYDRKLA{6) 1 1 {203) 357 Report Date: 03/09/2017 Client Project .ID: .2011.003.037 -Cornell Rockefeller Hall N/W Exterior York Project (SDG) No.: 17CO259 Delta Engineers 860 Hooper Road Endwell NY, 13760 Attention: Stephen Prislupsky Purpose and Results This report contains the analytical data for the sample(s) identified on the attached chain -of -custody received in our laboratory on March 07, 2017 and listed below. The project was identified as your project: 2011.003.037 -Cornell Rockefeller Hall N/W Exterior. The analyses were conducted utilizing appropriate EPA, Standard Methods, and ASTM methods as detailed in the data summary tables. All samples were received in proper condition meeting the customary acceptance requirements for environmental samples except those indicated under the Notes section of this report. All analyses met the method and laboratory standard operating procedure requirements except as indicated by any data flags, the meaning of which are explained in the attachment to this report, and case narrative if applicable. The results of the analyses, which are all reported on dry weight basis (soils) unless otherwise noted, are detailed in the following pages. Please contact Client Services at 203.325.1371 with any questions regarding this report. York Sample ID 17CO259-01 17CO259-02 17CO259-03 Client Sample ID 2017.003.037-PCB01: CAP STONE CAULK 7.003.037-PCB02: STAIR CAULK AT CHEEK W/ :017.003.037-PCB03: SIDEWALK JOINT CAULK Matrix Caulk Caulk Caulk Date Collected 03/03/2017 03/03/2017 03/03/2017 Date Received 03/07/2017 03/07/2017 03/07/2017 Page 2 of 8 General Notes for York Project (SDG) No.: 17CO259 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: 03/09/2017 I Page 3 of 8 I pe¢ivyHg5aiu4rap9iai! 317 l lrir .a ttaaale 131. 2017 3M 7®P °lttli ,=iia "}ON L A Volk .t'rg?tusk 1Ir`y No C'mf1{ iatr'it 1C) 7 5t) ) I 1 1.74)3017- l.lollet° iti7il NR 03/07/201.7 uI^ htcartlL d Bb h a J dt* mple Pr TY irscd by '.sletlxnd PPA 35931{': 11�<paro{1ccl en Dam/1 e I} 1 No. PinaaC # S e4u1t %lug Clytei� 1(oh l4 r17 brad i7i1n) it,8 ltefurenee redlac4c Peeve reiT Ai 674,11 Al01 (0151 ND rrW/) Cr 58 17.588 7 TPA: 8 .... w11,°t,1171017pr,11) tr3nitkF�1r17 7...,4 3'vsti Cifi�ttt iSS X141 A(514Y 1 1(5115 '1110F1,j�l11*? fD.S 5) {1 a'#C1 I TPA $(3€Y.A 1111 Rf21kt7 14) 49 ra>?l/0/7Mrl 7 4"cralli6aisuxxa 1/)LAC-NY[i 315-n01 /510);`+813#10 2 kN13 rc08/800 tS SP7kl t;1 st7rj I P3PA 110b2A it?F81//26117 r 7 n: 41 L.A83 ["clic t�las-,1/ 8 8LAC-NY 1tP5ti.$.i:'"11)051,N11)5 5' 42 ND A $1[782,3 3,r{1 a x717 J 49 ;;;9Kt2Fo 17 X441 1 A 'ertrt7 f°Pru# 111430" N"t'"IItr893=1.f"1°fii7}1,14 (115' 4 0 54/ 11 14 I p7'A 80R.'.A U5, 9 20(17 06 49 313+11;1,`8{# 17 72,„t1 1_A. 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C c3ric �nraale 13 P7 02,9 2tlt l 003;{i 7- 'ti11 t.Il Fay kller k3aa1 N C x i0., .\... 1V1a 13 tti7 001111 f (0712017 Y& X11 141 tell, tittt�etl tg f C l [Wo n Notes: a 1 otos: pihpn9eci Pry fztl a SPA l3op Datr'1 i711.e: CAS Nu. P"nrnalte3 Ill g 1.1x11 a 1.170 S'127t, 1.08l l@rttlron 1 efeeruce rtetilald S x p t 9:1 r naly eai lkr<galyn al4888 Aro i>1pr'k G §F1Q F7 1) { EPA 1)84k O201102.1997 1a< 1,ALI -. G°erlr�.e4ti4v }d1,A1),hie°11.59 l Yf)ESllaslf)i~A a.-«°ras , a l a 1.:°+ N14 m,gPk P7:59ila (95C%0 3 EPA dl)82A 4'1 illll1 P23917 a d„AB C'c1'tliaclw,sal. a1APl.A,NJL71;S' ` -5 Ptr"trc�Rcea" X24 ".. i4T rn dk7; tAt4{r t7s(sib P #°k'A n1'Filok'.4, t13tr5A} oil Nd..utraru lki}.1.,A.y`+iY1tBr5d.C`TTbGF[..12f '7.6' 3. Arty; L 4 " ND rsslyit 35 "*•U91 02,40 1 EPA 00 A uSfi7k1F21l1i tJ4. 4Y tta?3i Z3137 .3 g . 9.AP3 Cetifircn9r++na N:}:iwA -NYlt4 ,ai."i'l�iGI NJ3iFP 'Nr 2^5 �lsoelnr l'�CrO. . Nl3" v.* t9 5114 0lj9}liw",llil'1 r'2C17.",:S I' FAiI C;`+°Iarailar,€ Sl�1�AC_tdY"Iti1S;,{.'i'litFNN7r7P@ 4- s. 1s9:vtai`17 Jly n11P 5' n5{10 1 [:Asr2A urrt117,1ra+mxr ii xis IAII C'ux`u1R aticuas }S,lah[°°NY10 4NdG+GC dk.11 1 •, ... t 1 7 ? Iss{& n 5[t4 V:ltdr9 CI 0PA'4C) A A3tksAratlf74 ;A'.1 U IXIS+2C117.t3 {"ratsitcskraerzw. NFl„AC.`-t*t`14}454,N`11 EP To PCBs Nll _.. m s f1541S1 Ii3 17 1 1:1'At191 .A 1o1'fu .4F! ¢r'�+n42ra1Z23t2 4Aii3 larr+rgRecoyeres - i ea It A ep Lange `1'F,{)nA$ Sa 1°r°rxtr;wx{Yd)U':'i.Cra7Y1-rta cvl+t `7.J,S 311.14(7 21)1-24 a ar rr1 1]acrachJeoiv�Aralearhlc) F{ 1 amp14* C x or ti 1 It&t1 pleat 1 3l t)J1s 1naC?7 �:,,ti” kll t II C luk f llcr 1 11 17 , 2017 0 I)aaa 03/07f P' tl lti�rlri3414te41 . 11 1 P'dm' Ist� <n 31311 9 1t1t9Re Notes: Ip1 Pres3s.rwt 6y A+it7;rs,9. ]r•1"A 735i:{; Rept 49 lyacrfi lrac tynte l'lrr CAS No. Rtsidt FI g I1n19 8, opt tna. I,c7t C)i1u11 sn IieFerene11 hEctlr 7d Pre! ln3°erS Attalyz etl : lf1ly R mA. 7>3-31 2 r 71 177 0111" '�iT'y iasl;,'&g £1 tk 43 D 1 PA M4)2..0.:. ij Jta4ild71"t 41fi: G dk.3tr)0/ 000 "� 37a 1 Ll - . f"Cn[ lZSttpfwi[d' a 11'-isl'k' 111 w9.1, 1')11) 01,11 0' 1 2 armed x1221 N'0 rnglp w„ 1 5 t d':T=an01zA €avatrlrrrz;a� Ccrsarsyso0 0 I11.AC, 111 4{}H3s'J[>10 141 x,.1 Ftic� lw"si° 123 To'L?' ..... 11 61 , A? 5.4'k 001 1 1.106 1100?A Q 7'11 !110 1113 A 04107 i!l417 21 3rC LA . C'erdF7 lOns NP,24,C ,N1 4 n..21 • Aas)4lt r' l °12 'ND ,+1 ss t t rt a int s �,1 r ugrrz()1711 as <'0177111 a a. a t t" rllf Gati9so NPLAC-0''Id?43.93:`"d5'J011N11)10 �c1ar::1 4 NEIL etm .I C 5St S4 t PfA b 2A 7 ?„3{ kA; l'Cri&flcafl+ait' A$ 'vetdt3i54.C`I93013;Y17i3°P t RESEARCH, DRIVE STRATFORD, CT 11 1 2 G2 ,• A E RIC 0 FULL. NY 1 4 R t, tR: 9n (203 22 1"a7t FAX 120313 7 cii Cli a e 2O1 A4, 0 t"t' (1 Ott'))": 4AT K JOINT CA )a 17CO29 24)11 ti}t1 ;4Y 7-Cor7iel! attacL t llc9' 111111 N/Lty' 1 xt taCar Caulk 1104 1.4.444-27 OaBtt2.Y,9€f$7 ?7.;lrs' LAR 70(04401)0 tl lt4011 � 17 141444t1 4144,'tit1I�7., 4.4 ('t7f14 4."'1'001 ,N7F`ikP.... t±1141't7171111; 0 Y411 411x'1 i7. :3.3111 LA1 t§7.NYNr3,i1l 714`+'11 13,tlkd?i441233Yr .. 44 ou13c,rtYh�s11 2^L:4A(:=;�t'CIdi 111 44 L} 1" 1.. RNs t2 2 st& AC7,;Y3�8�111 40 411 x14 114441 44 1 L3 LAR FirctWei TCtat It A C14 atan4 Rwn n-xs• )1' 'TJ.(1 �t7-441) 2 120 RER EARELYORKLA RIVE TRAT D, CT 4 RIcti OND NY 1)1 Notes iid Der n tion Anal y$e is not cc tilied ea e stag i } rlte sart'tplr;a nrigirnaiicxn dee riKr# tart eeit D Ntl'P 32} }p l'3;a11- ti r astalyi to a t 1e tet#ead at ih Pap tt i. tt£ iuvel t i t 11t 11"]I 112x91'1 m thn,tlrni unnt ret nable va3aae t uad tip#aax tite la Vrest Il ex t rertltc analyte a3rI raianiy et 1 3 1341 }" ii1 i1 A i1P,A1i IC31vt the rr a iiltuurt rnttb r uativn aka tatg iuriyte }!tai char lar rep rt k w 3712{{1 a aptciiie 3 ticgrr afurtraPdvner Tihia lcwcat prrirrt in ati analyse ealtl2rCv#i..a n ct..ti that htds hccax atslrlc+i;ted #cr all step. eaP [he lat•trceaasng,/ainalya{ya tangy ec€r lkec9 Cay ttarrr a'ir}intcd catt€satiati..` i I ased upon MI A1". iJt}?}, Candnrrle as aj2phes wall annlysea L.k 13`]'til DEM i Cs[iasza4e £kla t tsr1 rrtti n..ti ti. , o a II, Ran in rarer{ zv ere 41tn4 iia att31yheel owes wawa c e reh cict+�et, Thu is iraaed caprin i 1„ eAi1 ?#I3 Stand an'cla mid np}ali_ tta mll ttntrlvtiesY ccrrtiltiarterl andel {die nusptce :rrf 1'PA'i'+Aa ad 6. 341 17111D TECTION LI I' - at i sia ally d is^ed estiriyl t #fac rtiinitntarr ,-. .t#tt t fa a ai95tanve nn analyri a$ yaicrtt u2ns rcEra dy de#ect will 99°o cenYdence that the COnccntrnti rn r4't3re aul+stlrih, tx grea3sr th trt ei. Tira2 ix bn ed .rp rt 4t}' 1 . Paaf 316 Apperadi lh o-anci;applies stnly to hP:t PO hhd 200 etitnde; Reporter rter o '1"hie iriediga2tea ilta8 the d aka lir a iaatmicu6titr utaty ra°3a repax ted atltcr rind }.C2 2ddd 1, tar {lac 1a1 1Q/11 Iry ses wleet tlg „1{spa tilted s '" is l tamed ?above the 1600061 I„, any x due bd value wixich }s "'P` C1agg i taccardotIglu This mpphea 1 r p1a1}le arld actaai-aisl.riale Lnaat�arnuttnad nrsly. lelahVe }3er?:.CIa£tIil h w 1 laa t1a17 irxdicatea t]ta# tate rez t l #}ae 17u g d nnalyt 1a (2c]tw tiae ia1tc4siuriay aar rc gnlztrray inwer'cnntrcl !an 11 The daTa mtacrshottld take, tt tkrat tlaa 1111 lyic r11ay ]vr btaae0 lntw ist6 sltt aald eval#aats ttru}tipd lat2r7 caI`ct ideitcc {rid 11g 4h :.t. and atm pcceliu313 dk4:i1? riata to thaw hia s ttitclal inn . lr1 c sea whea°e i'tt kite-epecitic $e,1 P 4 'D waa r ayuestart crtily the 1s 'S data a stn itu used tr evaluate trch I3igh Baa Iing indi arta? 11ra t IN okovei n]rhe }la, g d aaalykc }a al a2v . E1tc Isrheiais5ry t k° t 1 742{ t1t c tltls ara.21yte army be Eaiaae11 high but sltlarzId eviIt n79r atataltiple 11{7 of wrdraa attclat eon dta itrtta 911 r aea sv^here tie, wits-specipc x95 M 1 was reeitiected rnrriy' The I.0. tlat:a vats trt-1 Non at k#. 11ag lNaia Direct it ilial kaiaa y rttgiaeatcw t9ttrt lae stili iv pear 321 L iITerenec r uraide 11 !ah a^rtt t y t regoh#t rt' e rrtr 3 lanti1 'l i is alerta ih 1 1 1 rA irre the Aig sloe #a1.eit1te1 rdrsirihttiirxn nftSrrettt orarrlx Ee h�*rv^rerc t1 hA4tN64T5 <i1 itt t PI'A 34{%3{43 tr �tltr d d27k} r"s au3rrded hedeort rt ie nutkd Usat #t e in 2e1, ad calm be scp;trat d fi Han din 9 DPW)'t'"]rest o eaamlts c rsid ease a« Ytati tapz tta 11,11,11.11 r a zttti rsrrdt3thrnylarnrrte lrtd 5iplaeny}niaine, f' r taI Pl'13e vrr d acted ad tla a lyre[ areal srs repnrtd are '" 1 C Terata 2hg vvlti are Herr=N er u. cd xra krr yarn', trt that zy lrsaa lrr vtlt} Erirty} ether readily ] rea1. duvvrr taneler acidic :aan ld asks ncvtr, alt ane n Fnr In}G ba xrsn I tier a17er tl try N r°x0111 i>AP, i -Volatile and 4' Ia£ile n1ays are r:rprta'lcddawn to the 1;t ttlrphcnvtaanntc lNI I 1 elet^.eimperee:z in 111e $ase&trt lit ctc]tr7plkae inlet {111°,a 3717A• I013°fa N '71 s > rttr e nahnantc rn ttk"t}1 r n }=a t11 iihrr tD1`klta e e aanps nc 1 * rr14 sr2cd dettcentxa11 n ax vn11)c IS repertat1 Etta tct Tac pze encc rt1eather to brat!? Ai as '1. t# nail 035aigDI Maki;S tlr z I,llCj lsciitg "`1" tial#grd cs raal aird „PA 4 mg tG.gp Pl the i_rt8iifl nt 111 1111tatiun lC.f C37 rt ftp i1a , e raal2snitsd's pert! aen' i 31,va' xielativr Ictases dta d k r bcnn.iilinc vs bared [tpaz tlae ]nwavt staatdr rrl {?seal fat' enhbratr' n x nn=repr 120 RESEARCH 3kkiVE STRATFORD, CT HISP2YORNIAS.20111 (2 2 3 2 8 2 tla VEN E 121 H 9 I NY 474 Int Page 7 of LTA ENGINEERS, ARCHITECTS, & LAND V 1 1 2017 & L) tt apex Road Bidwell, NY 13761 Tel: 607.231.66 Fax, 1607,231 i deita-eas.coal eta hale l..,louseknechf, Asbestos Project Uoordmat of Cornell University Maim Martagencnt 116 Humphreys Service Building Ithaca, New York 14853-3701 Ro keall (2014) NiW Exterior ut Stair .:ehabilitatiola Projeet XRE Lead Paint Survey Report t or ll Task Authorization No. TA -31 ork OrdeOrder No. 9667132 ltaa traject No.: 2017.1103.037 Dear 1 1r. l t k ht: Attached„ please find the XRF d Paint Report Fothe XREF cad Paint taapling performed by Delta Representative Thomas 'erre . The san ling vas perforated on March '``t i Iareh 9th, 2017 and addressed accessible painted surfaces and components with the potential to be impacted by the upcoming ockeoller Hall N/W Exterior Entry Stair .chabilitation Project Stair Rehabilitation Project. 'Fhe project scope and associated morns/surfaces/items addressed as a part of the ampling were based on the project drawings provided by Cornell arnd information provided by Cornell Project Manager Randy Nesbit. Based on a visual inspection of the af'fe t d areas, a total of six (6) assays were taken (plus 3"prc" and 3 "post" calibration assays) and resrrlts for all v er reported as less than or equal tta 0.0 mg/cm2. APPLICABLE STAN AI S./ IES the standards used to identify lead-based paint for this survey were taken r' traf the OSHA 1926.62 (Lead) Standard, modification of the guidelines esthlished by the U.S. ent of °using and Urban Development (IIU ) a well as New York State regulations, u animal Saf and Health Adman tr tion (OSHA) On May 4, 1993, { SIlA pr°ornul aced the Lead Exposure in t Title 29, CFR, Part 1926.62. This particular regulation applies lead exposures. This regulation defines construction work as "avork fo including painting and decorating". It further states "tire standard for occupational exposure to lead in all construction n which le occupationally related -comet covered by the standard." rrrst,ruction Ru o all CQfxstrnet oust D e r ar trrren of l lctr s ira a and The U,S. . epartra ars a lead content equal 10 trrA r€�s mg Pb/cm when measured ` i definition is described in tl-re d in ource of; tl e lead is employment 1 rban Develo rxrrrt I1T7fi and Urban Development {1°lff D) defines the a+ ter than 1,.11 rraiflraarras of lead per square centi: la ata . RF analyze or 0.5 percent' by weight IUD ""Lead -Based Paint: I am Guidelines batertperit in Public and Indian Housing, September 1990," and cod the regulation in n activities involving potential retion, alteration, arrdlor° renal trrction industry applies to all ny amount, is present in, att rated, all exposure to lead i tion level for lead-based paint aeter of paint surface (> 1.0 when chemically tested. This r 1laard Identification and DELTA NEERS,,A .0 .. ANL) ,C> ageof tel York State lie Mate of New Yorks def established by 11L11. The guidelines and currently enfn nition of the action l.vel for lead-based paint tate is in the process of adopting LBP regulations rces only licensing certification rguirera ants consistent with the. d vel ich ire based ori the f IUD SAMPLING . /P: SCE U Delta performed sampling rrtili?in a lit `ID LPA -1 XRF Lead Paint Analyzer. ]"he Lead Paint An ly er is a state-of-the-art . l F spectrum analyzing system for the quantitative measurer lent of lead in paint on any surface, The LPA- 1 Analyzer uses a Co-57 radioactive source and an advanced, solid-state, room tc r perature, radiation detector to generate and detect the -ray fluorescence spcctrtrr n of a painted surface. The x-ray fluorescence properties are determined hro 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 erfot arise Characteristic Sheet' developed by QuanTech, Inc. under a contract f`rorra the LES. l eparunent of housing and Urban Development (1 [UD). -`l"he instrument has an action level of LO nag/cm2 with results at or above this value classified as Lead -Based ed Paint as per the applicable 1111, and NYS regulations referenced above. exults reported as greater than 0.0 m /cm2 a.re considered Lead - Containing Paint as per the OSHA standards. Refcrcrrec Atta hr-nent A for° the XRF Report Form listing assay details. 'De[ta Company/Pc nee ; Lice s and Certilieatos are provided in Attaehmetrt B. I f you have any questions, or require any other informati rn, please fee frac to contact me at your eonvenienee tespectturry, DTA ENCIINEERS, AI Cf f (1R , LAN iRVE ORS P.C, Stephen Prislupy 1 it ctor of Lnv ronnental eivii Mrd,` I'rr Paperwork eon I.eot ions A ENGINEERS, ARCH tECTS, D . , P C Page 3 of XRF Lead Paint Report ort For s A ENGINE S, ARCH II' VEYORS,i Page 4 of Company and Personn /Certifications i1ld7 mtii t ` c r 'caniz attr rs CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS SECTION 0135 43 GENERAL ENVIRONMENTAL REQUIREMENTS 1.0 GENERAL 1.1 DESCRIPTION A. This Section and the listed Related Sections provides minimum requirements for the protection of the environment during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub -contractors involved in the project. 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 B. Section 01 57 13 — Soil Erosion and Sediment 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. ROCKEFELLER HALL NW GENERAL ENVIRONMENTAL 01 35 43-1 EXTERIOR ENTRY STAIR REQUIREMENTS APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0135 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 SPOIL AND BORROW A. Spoil 1. Dispose of excavated material which, in the opinion of the Owner's Representative, is unfit to be used as backfill or embankment or which is in excess of the amount required under the Contract. 2. All spoil areas shall be graded and seeded to match the surrounding area. 3. Spoil areas shall be covered and protected from erosion into adjacent storm sewers, drainage ways, land areas, or water bodies. B. Borrow Material 1. Borrow material shall be provided from a clean source. Submittals of proposed borrow material shall be reviewed by the Owner prior to delivery on-site. Submittals shall include the quantity of materials, source location and certification by the material supplier that it is free of chemicals or other foreign matter. ROCKEFELLER HALL NW GENERAL ENVIRONMENTAL 0135 43-2 EXTERIOR ENTRY STAIR REQUIREMENTS APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0135 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 1.7 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 1.8 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. 1.9 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. ROCKEFELLER HALL NW GENERAL ENVIRONMENTAL 01 35 43-3 EXTERIOR ENTRY STAIR REQUIREMENTS APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 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. 1.10 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. 1.11 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. ROCKEFELLER HALL NW GENERAL ENVIRONMENTAL 01 35 43-4 EXTERIOR ENTRY STAIR REQUIREMENTS APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0135 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS 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. 1.12 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" fonn, together with definitions associated with the form waste descriptions, is attached to this Section. Contractor must use this form to document waste disposal methods and locations. C. Contractor shall be responsible for the proper cleanup, containment, storage and disposal of any hazardous material/chemical spill occurring during its work. For Cornell University owned hazardous waste EH&S will oversee, approve or effect the proper disposal. Title, risk of loss, and all other incidents of ownership to the Waste Material, shall vest in Contractor at the time Contractor or any transporter acting on its behalf takes physical possession of Waste Material. Complete and maintain full records of the chain of custody and control, including certificates of disposal or destruction, of all Waste Materials loaded, transported and/or disposed of. Deliver all such records to the Owner in accordance with applicable laws and regulations and any instructions from the Owner in a timely manner and in any event prior to final payment(s) under this Contract. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 35 43*** ROCKEFELLER HALL NW GENERAL ENVIRONMENTAL 0135 43-5 EXTERIOR ENTRY STAIR REQUIREMENTS APRIL 7, 2017 Pow LIII1S3 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 form of consideration is required for the privilege of using the facility for disposal purposes: (i) A site at which only the following C&D debris is placed: recognizable uncontaminated concrete and concrete products (including steel or fiberglass reinforcing rods that are embedded in the concrete), asphalt pavement, brick, glass, soil and rock. (Recognizable means solid waste that can be readily identified as C&D debris by visual observation.) (ii) A landfill for the disposal of trees, stumps, yard waste and wood chips generated from these materials is exempt when origin and disposal of such waste occur on properties under the same ownership or control. Hazardous Waste: Any waste material that meets the definition of "hazardous waste" in 6 NYCRR 371.1 and 40 CFR 261.3 and that is not excluded by regulation. Land Clearing Debris means vegetative matter, soil and rock resulting from activities such as land clearing and grubbing, utility line maintenance or seasonal or storm -related cleanup such as trees, stumps, brush and leaves and including wood chips generated from these materials. Land clearing debris does not include yard waste which has been collected at the curbside. Lead: Any metallic lead or waste material containing lead, e.g. waste paint chips, that exceed the Toxicity Characteristic Leaching Procedure (TCLP) limit for lead as defined in 6 NYCRR Part 371.3 or 40 CFR 261.24. Light Bulbs: All spent lamps or light bulbs being disposed that are regulated in 6 NYCRR Part 374-3 or 40 CFR 273.5. Mercury: Liquid mercury or any waste containing mercury at levels exceeding the Toxicity Characteristic Leaching Procedure (TCLP) limit for mercury as defined in 6 NYCRR Part 371.3 or 40 CFR 261.24. Mold: Construction material or debris contaminated with mold fungus that is unsuitable for reuse. Other Toxic Metals: Any waste containing a metal or contaminated by a metal identified in, and exceeding the Toxicity Characteristic Leaching Procedure (TCLP) limit of 6 NYCRR Part 371.3 or 40 CFR 261.24.PCBs: All electrical articles and equipment or the used oil removed from them, containing polychlorinated biphenyls at levels regulated by 6 NYCRR 371.4(e) Scrap Metal: Bits and pieces of metal parts (e.g., bars, turnings, rods, sheets, wire) or metal pieces that may be combined together with bolts or soldering (e.g., radiators, scrap automobiles, railroad box cars), which when worn or superfluous can be recycled. Revision date: May 2010 Page 2 of 3 Solid Waste (Non C&D): Any garbage, refuse, sludge from a wastewater treatment plant, water supply treatment plant, or air pollution control facility and other discarded materials including solid, liquid, semisolid, or contained gaseous material, resulting from industrial, commercial, mining and agricultural operations, and from community activities, but does not include solid or dissolved materials in domestic sewage, or solid or dissolved materials in irrigation return flows or industrial discharges that are point sources subject to permit under 33 USC 1342, or source, special nuclear or by-product material as defined by the Atomic Energy Act of 1954, except as may be provided by existing agreements between the State of New York and the government of the United States. Solvents: Substances (usually liquid) suitable for, or employed in, solution, or in dissolving something; as, water is the appropriate solvent for most salts, alcohol for resins, ether for fats, and mercury or acids for metals, etc. Typically these are chemicals are used as paint thinners or cleaning solutions. Spoil: Refuse material removed from an excavation. Used Oil: Any oil refined from crude oil, or any synthetic oil, that has been used, and as a result of such use is contaminated by physical or chemical impurities. "See 6 NYCRR 374-2 or 40 CFR 279" Thermostats: Any mercury -containing thermostat as defined in 6 NYCRR 374-3. I (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 0135 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). ROCKEFELLER HALL NW SPILL CONTROL 01 35 44-1 EXTERIOR ENTRY STAIR APRIL 7, 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. ROCKEFELLER HALL NW SPILL CONTROL 01 35 44-2 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0135 44 Ithaca, New York SPILL CONTROL d. Apply sorbent materials to pick up remaining liquid after bulk liquid has been removed. The Contractor shall not walk over spilled material. Absorbed material shall be picked up with a shovel and placed in a separate waste container, and shall not be mixed with bulk liquid. e. Clean spill control equipment and containers. Replace equipment in its proper location. Restock or reorder any sorbents used to clean up the spill. f. Carefully wash spilled product from skin and clothing using soap. Change clothes, if necessary, to avoid further contact with product. g. Disposal of all spilled product shall be made off-site, and shall be arranged through the Contractor. h. A Spill Report shall be completed, including a description of the event. A sample Spill Documentation Form is provided in Appendix B. C. Fire or Explosion: 1. In the event of a fire or explosion at the site, the Contractor shall: a. Verify that the local fire department and the appropriate response personnel (e.g., ambulance, police) have been notified. b. Report to the scene, if safe to do so, and evaluate the situation (e.g., spill character, source, etc.). Coordinate, as necessary, with other appropriate site and emergency personnel. c. Ensure that people are cleared from the area. d. Ensure that fires are safely extinguished (if possible), valves closed, and other immediate actions necessary to mitigate the emergency, if safe to do so. e. Initiate responsible measures necessary to prevent subsequent fires, explosions, or releases from occurring or spreading to other areas of the site. These measures include stopping processes or operations, collecting and containing released oil, or removing and isolating containers. f. Take appropriate action to monitor for: (1) leaks; (2) pressure build-ups; (3) gas generation; or (4) ruptures in pipes, valves, or other equipment. ROCKEFELLER HALL NW SPILL CONTROL 01 35 44-3 EXTERIOR ENTRY STAIR APRIL 7, 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. ROCKEFELLER HALL NW SPILL CONTROL 01 35 44-4 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0135 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. Within 14 days of the release, submit a written description of the release. The description should include: (1) a description of the release, (2) the type of material released, (3) estimated amount of the spill; (4) the date of the release, (5) an explanation of why the release occurred; and (6) a description of the measures to be implemented to prevent and control future releases. °Reportable Quantity: A Reportable Quantity is the quantity of a hazardous substance or oil that triggers reporting requirements under the Comprehensive Emergency Response, Compensation, and Liability Act (CERCLA) (USEPA, September 1992). While the Contractor is legally responsible for knowing the risks of materials that are part of construction, members of the owner's spill response team have access to information that may help identify these quantities with you. °Harmful Quantity: A Harmful Quantity of oil includes discharges that violate applicable water quality standards; cause a film, sheen, or discoloration on a water surface or adjoining shoreline; or cause a sludge or emulsion to be deposited beneath the water surface or shoreline (40 CFR 110.3). 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 35 44*** ROCKEFELLER BALL NW SPILL CONTROL 0135 44-5 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 41 00 Ithaca, New York REGULATORY REQUIREMENTS SECTION 0141 00 REGULATORY REQUIREMENTS 1.0 GENERAL 1.1 PERMITS AND LICENSES A. The Contractor shall obtain, maintain and pay for all permits and licenses necessary for the execution of the Work and for the use of such Work when completed. Such permits shall include but are not limited to building and dig safe. 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). B. For any projects which include demolition of a structure or load-bearing elements of a structure, the Contractor is required to complete a "Notification of Demolition and Renovation" and provide this notification to the United State Environmental Protection Agency (EPA) in advance of the work as specified in 40 CFR 61.145. The Contractor shall also provide a copy of this notification to the Owner's Representative prior to any demolition. C. All Building and hot work permits shall be issued and maintained through the City of Ithaca. D. Ithaca Fire Department Permitting: 1. Hot work permits are issued by the City of Ithaca Fire Department. 1.2 INSPECTIONS A. Apply for and obtain all required inspections, pay all fees and charges for same. 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. ROCKEFELLER HALL NW REGULATORY 01 41 00-1 EXTERIOR ENTRY STAIR REQUIREMENTS APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 4100 Ithaca, New York REGULATORY REQUIREMENTS B. Upon completion of the project, the Contractor agrees to provide the Owner with a summary of municipal peiniit fees paid. This shall include the name of the permits secured, the permit fees paid by the Contractor and a copy of the permit. If no permit fees were required, the Contractor shall so state, in writing, upon completion of the project. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 0141 00*** ROCKEFELLER IIALL NW REGULATORY 01 41 00-2 EXTERIOR ENTRY STAIR REQUIREMENTS APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0142 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. ROCKEFELLER HALL NW REFERENCES 01 42 00-1 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES C. "The Contract": The Contract Documents form the Contract for construction and represent the entire integrated Agreement between the Owner and Contractor. D. "The Work": The work comprises the completed construction required by the Contract Documents and includes all labor necessary to produce such construction and all materials and equipment incorporated in such construction. E. "Owner": Cornell University a New York corporation. F. "Architect/Engineer": The Architect or Engineer is the person lawfully licensed to practice architecture and/or engineering in the state of New York, identified as such in the Owner Contractor Agreement, and is referred to throughout the Contract Documents as if singular in number. The terms Architect and/or Engineer mean the Architect and/or his authorized representative. G. "Contractor": The Contractor, person, firm, or corporation with whom the Construction Agreement contract is made by Owner. H. "Subcontractor": A person, firm, or corporation, supplying labor and/or materials for work at site of the project for and under separate contract or agreement with Contractor. I. "As Approved" or "Approved": Architect's or Owner's approval. J. "As Directed": Owner's direction or instruction. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." K. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other 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. ROCKEFELLER HALL NW REFERENCES 01 42 00-2 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES T. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. U. "As -Built Documents": Drawings and other records that are maintained by the Contractor to record all conditions which exist when the building construction is completed. This includes both the elements of the project itself and existing elements that are encountered during the course of project construction. V. "Record Drawings": Shows construction changes in the project and the final location of all services, lines, outlets, and connections including underground and concealed items. The "record" drawings shall be compiled by the Architect based on the working as -built drawings and revised in accordance with the marked up drawings submitted by the Contractor. W. "Shop Drawings": Drawings, diagrams, illustrations, charts, brochures, and other data that are prepared by Contractor or any Subcontractor, manufacturer, supplier or distributor, for some portion of the work. X. "Samples": Physical examples furnished to illustrate materials, equipment or workmanship, and to establish standards by which the work will be judged. Y. "General Conditions": The standardized contractual provisions describing the responsibilities, rights and relationships of the Owner and Contractor under the construction contract. Z. "Contract Limit Lines": A limit line or perimeter line established on the drawings or elsewhere in the contract documents defining the boundaries of the site available to the contractor for construction purposes. AA. "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 ROCKEFELLER FALL NW REFERENCES EXTERIOR ENTRY STAIR 01 42 00-3 APRIL 7, 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 ROCKEFELLER HALL NW REFERENCES 01 42 00-4 EXTERIOR ENTRY STAIR APRIL 7, 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 AAMA 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 ROCKEFELLER HALL NW REFERENCES 01 42 00-5 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES ABMA American Bearing Manufacturers Association (202) 367-1155 www.abma-dc.org ACI ACI International (248) 848-3700 (American Concrete Institute) www.aci-int.org 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 Association of Home Appliance Manufacturers (202) 872-5955 www.aham.org Al 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 ROCKEFELLER HALL NW REFERENCES 01 42 00-6 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES ANSI American National Standards Institute (202) 293-8020 www.ansi.org AOSA Association of Official Seed Analysts, Inc. (505) 522-1437 www.aosaseed.com APA APA - The Engineered Wood Association (253) 565-6600 www.apawood.org APA Architectural Precast Association (239) 454-6989 www.archprecast.org API American Petroleum Institute (202) 682-8000 www.api.org ARI Air -Conditioning & Refrigeration Institute (703) 524-8800 www.ari.org ARMA Asphalt Roofing Manufacturers Association (202) 207-0917 www.asphaltroofing.org ASCE American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300 ASHRAE American Society of Heating, Refrigerating and (800) 527-4723 Air -Conditioning Engineers (404) 636-8400 www.ashrae.org ASME ASME International (800) 843-2763 (The American Society of Mechanical Engineers International) (973) 882-1170 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) /113-9353 AWWA American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 ROCKEFELLER HALL NW REFERENCES 01 42 00-7 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES BHMA Builders Hardware Manufacturers Association (212) 297-2122 www.buildershardware.com BIA Brick Industry Association (The) (703) 620-0010 www.bia.org BICSI BICSI (800) 242-7405 www.bicsi.org (813) 979-1991 BISSC Baking Industry Sanitation Standards Committee (866) 342-4772 www.bissc.org CCC Carpet Cushion Council (203) 637-1312 www.carpetcushion.org CDA Copper Development Association (800) 232-3282 www.copper.org (212) 251-7200 CGA Compressed Gas Association (703) 788-2700 www.cganet.com CIvIA 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 ROCKEFELLER HALL NW REFERENCES 01 42 00-8 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY Ithaca, New York SECTION 01 42 00 REFERENCES CSI Construction Specifications Institute (The) (800) 689-2900 www.csinet.org (703) 684-0300 CSSB Cedar Shake & Shingle Bureau (604) 820-7700 www.cedarbureau.org CTI Cooling Technology Institute (281) 583-4087 www.cti.org DHI Door and Hardware Institute (703) 222-2010 www.dhi.org EIA Electronic Industries Alliance (703) 907-7500 www.eia.org EIMA ETFS 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 (888) 786-7744 www.pumps.org (973) 267-9700 ROCKEFELLER HALL NW REFERENCES 01 42 00-9 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES HI Hydronics Institute (908) 464-8200 www.gamanet.org 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 ROCKEFELLER HALL NW REFERENCES 01 42 00-10 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES ITS Intertek (800) 345-3851 www.intertek.com (713) 407-3500 ITU International Telecommunication Union 41 22 730 51 11 www.itu.int/home KCMA Kitchen Cabinet Manufacturers Association (703) 264-1690 www.kcma.org LMA Laminating Materials Association (Now part of CPA) LPI Lightning Protection Institute (800) 488-6864 www.lightning.org (804) 314-8955 MBMA Metal Building Manufacturers Association (216) 241-7333 www.mbma.com MFMA Maple Flooring Manufacturers Association, Inc. (847) 480-9138 www.maplefloor.org MFMA Metal Framing Manufacturers Association (312) 644-6610 www.metalframingmfg.org MHIA Material Handling Industry of America (800) 345-1815 www.mhia.org (704) 676-1190 MIA Marble Institute of America (440) 250-9222 www.marble-institute.com MPI Master Painters Institute (888) 674-8937 www.paintinfo.com MSS Manufacturers Standardization Society of The Valve and (703) 281-6613 Fittings Industry Inc. www.mss-hq.com NAAMM National Association of Architectural Metal Manufacturers www.naamm.org NACE NACE International (National Association of Corrosion Engineers International) www.nace.org NADCA National Air Duct Cleaners Association www.nadca.com NAIMA North American Insulation Manufacturers Association www.naima.org (312) 332-0405 (800) 797-6623 (281) 228-6200 (202) 737-2926 (703) 684-0084 ROCKEFELLER HALL NW REFERENCES 01 42 00-11 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES 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 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 ROCKEFELLER HALL NW REFERENCES 01 42 00-12 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES 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 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 ROCKEFELLER HALL NW REFERENCES 01 42 00-13 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES 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 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 Roofing 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 ROCKEFELLER HALL NW REFERENCES 01 42 00-14 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES STI Steel Tank Institute (847) 438-8265 www.steeltank.com SWI Steel Window Institute (216) 241-7333 www.steelwindows.com SWRI Sealant, Waterproofing, & Restoration Institute (816) 472-7974 www.swrionline.org TCA Tile Council of America, Inc. (864) 646-8453 www.tileusa.com TIA/EIA Telecommunications Industry Association/Electronic (703) 907-7700 Industries Alliance www.tiaonline.org TMS The Masonry Society (303) 939-9700 www.masonrysociety.org TPI Truss Plate Institute, Inc. (703) 683-1010 www.tpinst.org TPI Turfgrass Producers International (847) 649-5555 www.turfgrasssod.org TRI Tile Roofmg Institute (312) 670-4177 www.tileroofmg.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-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 ROCKEFELLER HALL NW REFERENCES 01 42 00-15 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES 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 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.mil DOE Department of Energy (202) 586-9220 www.energy.gov ROCKEFELLER HALL NW REFERENCES 01 42 00-16 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES 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 FDA Food and Drug Administration (888) 463-6332 www.fda.gov GSA General Services Administration (800) 488-3111 www.gsa.gov HUD Department of Housing and Urban Development (202) 708-1112 www.hud.gov LBL Lawrence Berkeley National Laboratory (510) 486-4000 www.lbl.gov NCHRP National Cooperative Highway Research Program (See TRB) NIST National Institute of Standards and Technology (301) 975-6478 www.nist.gov OSHA Occupational Safety & Health Administration (800) 321-6742 www.osha.gov (202) 693-1999 PBS Public Building Service (See GSA) 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 ROCKEFELLER HALL NW REFERENCES 01 42 00-17 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0142 00 Ithaca, New York REFERENCES USPS Postal Service (202) 268-2000 www.usps.com 2.0 PRODUCTS - NOT USED 3.0 EXECUTION - NOT USED ****END OF SECTION 0142 00**** ROCKEFELLER HALL NW REFERENCES 01 42 00-18 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0145 00 Ithaca, New York QUALITY CONTROL SECTION 01 45 00 QUALITY CONTROL 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall provide and maintain an effective Contractor Quality Control (CQC) program and perform sufficient inspections and tests of all items of work, including those of Subcontractors, to ensure compliance with Contract Documents. 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: 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. ROCKEFELLER HALL NW QUALITY CONTROL EXTERIOR ENTRY STAIR 01 45 00-1 APRIL 7, 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. ROCKEFELLER HALL NW QUALITY CONTROL 01 45 00-2 EXTERIOR ENTRY STAIR APRIL 7, 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**** ROCKEFELLER HALL NW QUALITY CONTROL 01 45 00-3 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 45 29 Ithaca, New York TESTING LABORATORY SERVICES SECTION 01 45 29 TESTING LABORATORY SERVICES 1.0 GENERAL 1.1 DESCRIPTION A. The Owner will employ and pay for the services of an Independent Testing Laboratory to perform specified services. 1. Contractor shall cooperate with the laboratory to facilitate the execution of its required services. 2. Employment of the laboratory shall in no way relieve Contractor's obligations to perfoini the Work of the Contract. B. Testing Laboratory services are specified in connection with work including but not limited to the following: 1. New York State Building Code, Chapter 17, Special Inspections 2. Excavating, Filling & Grading: Section 31 23 00. 3. Cast -in-place Concrete: Section 03 30 00. 4. Site Concrete: Section 32 13 13 1.2 QUALIFICATIONS OF LABORATORY A. Meet "Recommended Requirements for Independent Laboratory Qualification", latest edition, published by American Council of Independent Laboratories. B. Meet basic requirements of ASTM E329 -05b, "Standard Specification for Agencies Engaged in Construction Inspection and/or Testing ". C. Authorized to operate in the State of New York. D. Testing and inspections shall be performed under the direction of Licensed Professional Engineer registered in the State of New York who shall be responsible for administering all testing and inspections and shall certify any local agency requirements. E. Submit copy of report of inspection of facilities made by Materials Reference Laboratory of National Bureau of Standards during the most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection. ROCKEFELLER HALL NW TESTING LABORATORY 01 45 29-1 EXTERIOR ENTRY STAIR SERVICES APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0145 29 Ithaca, New York TESTING LABORATORY SERVICES F. Testing Equipment: 1. Calibrated at maximum 12 month intervals by devices of accuracy traceable to either: a. National Bureau of Standards b. Accepted values of natural physical constants. 2. Submit copy of certificate of calibration made by accredited calibration agency. 1.3 LABORATORY DUTIES A. Cooperate with Owner, Architect and Contractor; provide qualified personnel promptly on notice. B. Perform specified inspections, sampling and testing of materials and methods of construction. 1. Comply with specified standards, ASTM, other recognized authorities, and as specified. 2. Ascertain compliance of materials with requirements of Contract Documents. C. Promptly notify Owner, Architect and Contractor of observed irregularities or deficiencies of work or products. D. Should Laboratory tests of material performed at specified intervals of time indicate that strengths do not meet Specification requirements, the Inspection Agency and Geotechnical Engineer shall IMMEDIATELY notify the Owner, Contractor, and Architect. The Architect shall determine whether remedial action is necessary. E. Promptly submit written report of each test and inspection; one copy each to Architect, Owner, Contractor, and one copy to Record Documents File. Each report shall include: 1. Date issued. 2. Project title and number. 3. Testing laboratory name, address and telephone number. 4. Name and signature of laboratory inspector. 5. Date and time of sampling or inspection. 6. Record of temperature and weather conditions. 7. Date of test. 8. Identification of product and specification section. 9. Location of sample or test in the Project. ROCKEFELLER HALL NW TESTING LABORATORY 01 45 29-2 EXTERIOR ENTRY STAIR SERVICES APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 45 29 Ithaca, New York TESTING LABORATORY SERVICES 10. Type of inspection or test. 11. Observations on compliance with Contract Documents. F. Prepare a summary report for each category of inspection certifying that the work has been inspected and meets the Contract Documents. Specifically list all discrepancies found which have not yet been repaired or resolved. G. Perform additional tests as required by Architect or the Owner. 1.4 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: 1. Release, revoke, alter or enlarge on requirements of Contract Documents. 2. Approve or accept any portion of the Work. 3. Perform any duties of the Contractor. 1.5 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel. Provide access to Work, and Manufacturer's operations. B. Secure and deliver to the laboratory adequate quantities of representative samples of materials proposed to be used and for which testing is specified. C. Provide to the laboratory the approved design mixes proposed to be used for concrete, and other material mixes which require control by the testing laboratory. D. Furnish copies of Products test reports as required. E. Furnish incidental labor and facilities: 1. To provide access to Work to be tested. 2. To obtain and handle samples at the Project site or at the source of the product to be tested. 3. To facilitate inspections and tests. 4. For Laboratory's exclusive use for storage and curing of test samples. F. Notify laboratory a minimum of 24 hours in advance of operations to allow for laboratory assignment of personnel and scheduling of tests. 1. When tests or inspections cannot be perfouned after such notice, reimburse laboratory for personnel and travel expenses incurred due to Contractor's responsibility. ROCKEFELLER HALL NW TESTING LABORATORY 01 45 29-3 EXTERIOR ENTRY STAIR SERVICES APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 45 29 Ithaca, New York TESTING LABORATORY SERVICES G. Make arrangements with laboratory and pay for additional samples and tests required for Contractor's convenience. H. Employ and pay for the services of a separate, equally qualified independent testing laboratory to perform additional inspections, sampling and testing required when initial tests indicate Work does not comply with Contract Documents. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 45 29*** ROCKEFELLER HALL NW TESTING LABORATORY 01 45 29-4 EXTERIOR ENTRY STAIR SERVICES APRIL 7, 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 performance of the Work and compliance with the Contract Documents, and shall remove such facilities and complete such services upon the completion of all other work, or as Cornell University may direct. B. The Contractor shall obtain all required permits and approvals for and shall provide, construct, or install, as well as operate, maintain, service and remove temporary facilities and services. 1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with Federal, State and local codes and safety regulations. 2.0 PRODUCTS 2.1 MATERIALS, GENERAL A. Choice of materials, as suitable for the accomplishment of the intended purpose, is the Contractor's option. B. Materials may be new or used, but must not violate requirements of applicable codes, standards and specifications. 2.2 TEMPORARY FIRST AID FACILITIES A. Provide first aid equipment and supplies, with qualified personnel continuously available to render first aid at the site. B. Provide a sign, posted at the telephone, listing the telephone numbers for emergency medical services: Physicians, ambulance services and hospitals. ROCKEFELLER HALL NW TEMPORARY FACILITIES 01 50 00-1 EXTERIOR ENTRY STAIR AND CONTROLS APRIL 7, 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 information. 1. Impairments "Fire Code of NYS Section 901.7". Impairment; "the removal of fire alarm devices or sprinkler system coverage in a building." There are two different levels of impairments a. Partial Impairment. The removal of fire alarm devices or sprinkler system coverage via control valve in the immediate area of where work is to be performed. Basic Impairment Notification will be sent to Local Authority Having Jurisdiction and FM Global. No fire 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. ROCKEFELLER HALL NW TEMPORARY FACILITIES 01 50 00-2 EXTERIOR ENTRY STAIR AND CONTROLS APRIL 7, 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 permitted, the Contractor shall provide an approved fire extinguisher in good operating condition within easy reach of the operating personnel. In each instance, obtain prior approval of Cornell University Environmental Health & Safety. F. Advise Cornell University Environmental Health & Safety of any items affecting Life Safety, e.g., road blockages, exit closing, etc. ROCKEFELLER HALL NW TEMPORARY FACILITIES 01 50 00-3 EXTERIOR ENTRY STAIR AND CONTROLS APRIL 7, 2017 CORNELI, UNIVERSITY SECTION 01 50ll0 Ithaca, New York 2,4 CONSTRU A. Pr AND CONTROLS astrrrctiorr aids rrd e ui mart requir=ed t e e ccution of tlrc rk Scaalftlds, st aailirr s, lrcazst:s, eraanes, chutes nand otherR stet t rr stair rs nc 1. nr p e praovicic tczrrlacar°arty cartstructicr ertrzra.l, l itatar.irt ill equipment ita ar s fe c.onditiou. tr oy t'car personnelerson at cl to aaddera, st it r rrtg s rsun aryl, irmertt. tfarzrr i and rilin s, f or u e ley l"lac Corrtrarr tor' iharll irtelude asst cr aril ilia srttr aorts, beams, art les haan ers, rods, barse i; l Work. All support et : shall meet the approva Any and all uports that Contractor's NYS li provided for same. labor neccssar to provide to frollerly support the C ohne or iia tatllaation shall be demo d b ped s trod slrcala drawings aand earleula 2.6 PRARY ENCLOSURES A. Provide tcraalaoraary veaat ure uttding exterior, rraa irltuira inta ee until irrst llartiort ofpermanent aircs. Provide tern airy aatlaee . of ext :.nor a rills swork pro °esfor Protection of const n..tction, izn progress and somal feted, froata ex rc, foul e tltera of e* ccarrsttuctior operaations, ;arid s ra dart activities, grid aas n eessaar y tca provide sicca taint c r i g conditionpro fide weather prriter tit for iia r tray® r aartdri is, provide eMlle r°protection for occupied arrc ass aallca v for ett` tivd terarl tar ry heating, and to pr vent entry of Uri uthuri ed tact sons. losures shall be re' tab as n uc s aar'y for work stud for` lraarrcllin o rraarteriarl , C cacrrdiraarte elle] u re uirerlients, nrarteriart drying crr curing r-equirerrrents, a nd speei ed e ronin ntaal lire it tion s to =trid dart errous car detrimental conditions turd of cts. Provide to atrorarry errcicisures to sclrar le wormk aareaas lrcar r air a of tl e existing building occupied by Owner°; to prevent penetraitioti of dust or rrioisture intra occupi d arens, tcl prevent daaiaru e to exist n eci uauaertt, sand to larineel C}v«rn.er°s emplc y es aarrcl olaeraitions ircrrti construction work: 7"erfia uraar-y dust tr rr°icr`s; ifro aa:l1 tlillla 7 j r t lra' ttl creat1 or` approved equal be rwrsc,d s needed to lirriit dust of rracaisttar,e letictrarticara art ilr trrterpiar of doors ex fr ons rocanl l 000;13 and vithin rear errs l d 00UN and BOOUD. RO . IIALL tiI'„NTRY STAIRAND T. .L° CONTROLS 01 50 004 7,2017 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS 2.7 TEMPORARY WATER CONTROL A. The Contractor shall provide, maintain and operate pumps required to keep the Work free of water at all times. B. Dispose of all water with due care and shall not infringe on the rights of others on the Site, of adjacent property owners and of the public. All cost in connection with the removal of such water shall be paid by the Contractor 2.8 TREE, PLANT AND LAWN PROTECTION A. Preserve and protect existing trees, plants and lawns at the site which are designated to remain, and those adjacent to the site. B. Consult with Owner, and remove agreed -on roots and branches which interfere with construction. 1. Employ qualified tree surgeon to remove, and to treat cuts. C. Protect root zones of trees, plants and lawn areas: 1. Do not allow vehicular traffic or parking. 2. Do not store materials or products. 3. Prevent dumping of refuse or chemically injurious materials or liquids. 4. Prevent puddling or continuous running water. D. Carefully supervise excavating, grading and filling, and subsequent construction operations to prevent damage. E. Replace, or suitably repair, trees, plants and lawn areas designated to remain which are damaged or destroyed due to construction operations. F. Roots 2 inches or larger that are damaged or cut during construction are to be sawed off close to the tree side of the excavation. G. Trees damaged during construction should be fertilized according to standard tree maintenance practices. H. If roots are cut back as a result of construction, proper pruning standards should be applied to compensate for root loss, while maintaining the natural character of the tree. 2.9 GUARDRAILS AND BARRICADES A. Provide guardrails, barricades, fences, footways, tunnels and other devices necessary to protect personnel and employees at the site, and the public, against hazards on or adjacent to the construction site. ROCKEFELLER HALL NW TEMPORARY FACILITIES 01 50 00-5 EXTERIOR ENTRY STAIR AND CONTROLS APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS 1. Provide signs, warning lights, signals, flags and illumination as necessary to alert persons to hazards and to provide safe, adequate visibility in areas of hazards. 2. Closed sidewalks need to be indicated with OSHA -approved signs, as well as, proper barricades. 2.10 PROJECT IDENTIFICATION AND SIGNS A. No Contractor signs to be displayed at the project site, unless authorized by the Owner. B. The Contractor shall install Owner provided signage as directed. Anticipated signage locations are on construction fencing, in corridor 100CA, at exterior of building N/S firelane/walk. 2.11 FIELD OFFICES A. The Owner shall designate a space within the facility to serve as a field office for the use of the Contractor and Owner. 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. 2. Allow space for use of the site by Owner and by other contractors, as required by Contract Documents. 3.2 GENERAL A. Comply with applicable requirements specified in sections of Division 02 through 40. B. Make work structurally, mechanically and electrically sound throughout. C. Install work in a neat and orderly manner. D. Maintain, clean, service and repair facilities to provide continuous usage, and to the quality specified for the original installation. ***END OF SECTION 01 50 00*** ROCKEFELLER HALL NW TEMPORARY FACILITIES 01 50 00-6 EXTERIOR ENTRY STAIR AND CONTROLS APRIL 7, 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 furnish, install and maintain temporary utilities required by all trades for construction. Remove on completion of Work. B. The Contractor shall provide all labor and materials for temporary connections and distribution. 1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with National Electric Code, current edition. B. Comply with Federal, State and local codes and safety regulations and with utility company requirements. 2.0 PRODUCTS 2.1 MATERIALS, GENERAL A. Materials may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. 2.2 TEMPORARY ELECTRICITY, LIGHTING AND WATER A. The Contractor shall have access to the Owner's water and electric power for constructing the Work. Temporary utility connections shall be made by the Contractor as close to its operations as possible as long as such connections do not over -load the capacity of the Owner's utilities or interfere with its customary utilization thereof. Utility access points shall be determined in cooperation with and acceptable to the Owner. B. The Contractor shall be responsible for the economic use of the Owner's Water and Power. The Owner will pay for the water and power consumed in the construction of the Work as long as economical usage of these utilities is maintained. The Owner reserves the right to meter and charge for the power and water consumed if in the opinion of the Owner the usage of these utilities is not economically conducted by the Contractor. In such an event, the Owner shall give three (3) days written notice to the Contractor of its intentions to meter and charge for temporary utilities used by the Contractor. C. All temporary power systems including wiring shall be removed by the Contractor when no longer required. ROCKEFELLER HALL NW TEMPORARY UTILITIES EXTERIOR ENTRY STAIR 01 51 00-1 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES 2.3 TEMPORARY CONTRACTOR TELEPHONE SERVICE A. Site Superintendent or their Representative shall carry a cellular telephone at all times. 2.4 TEMPORARY SANITARY FACILITIES A. Provide adequate toilet and washing facilities for the use of personnel and employees; locate convenient to work stations within the construction fence in a location approved by the Owner. B. Existing plumbing facilities shall not be used by construction personnel. C. Facilities may be portable chemical -type toilets or temporary flush toilets connected to sanitary sewer, screened for privacy. D. Service, clean and maintain facilities and enclosures in a neat, clean and sanitary condition. 3.0 EXECUTION 3.1 REMOVAL A. Completely remove temporary materials and equipment when their use is no longer required. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore existing and permanent facilities used for temporary services to specified, or to original, condition. ***END OF SECTION 01 51 00** ROCKEFELLER HALL NW TEMPORARY UTILITIES EXTERIOR ENTRY STAIR 01 51 00-2 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 57 13 Ithaca, New York SOIL EROSION AND SEDIMENT CONTROL SECTION 01 57 13 SOIL EROSION AND SEDIMENT CONTROL 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall be responsible for preparing and implementing an Erosion and Sediment Control Plan. B. This Section describes minimum standards for the prevention and control of erosion during the construction process and may not be sufficient for all sites. The Contractor shall remain responsible for the means and methods of preventing erosion and may be required to employ additional means and methods as required to prevent violations of local, state, or federal standards. 1.2 SUBMITTALS A. Submit an Erosion and Sediment Control Plan, as specified herein. B. Refer to Section 01 33 00 — Submittal Procedures. 1.3 PLAN AND IMPLEMENTATION GENERAL REQUIREMENTS A. Plan shall comply with design specifications in the New York Guidelines for Urban Erosion and Sediment Control, NYS Stormwater Management Design Manual, NYSDEC Technical and Operational Guidance Series, good engineering practices, and this Section. B. Erosion and Sediment Control Plan shall be reviewed and approved by the Environmental Health and Safety Office, and implemented prior to any site work. C. Maintain Erosion and Sediment Control measures throughout the course of site construction activities until vegetative growth is established to the Owner's satisfaction. D. At conclusion of the Project, remove all remaining temporary erosion control structures and properly dispose of accumulated sediment on-site in areas approved by the Owner. ROCKEFELLER HALL NW SOIL EROSION AND 01 57 13-1 EXTERIOR ENTRY STAIR SEDIMENT CONTROL APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 57 13 Ithaca, New York SOIL EROSION AND SEDIMENT CONTROL 1.4 PERFORMANCE STANDARDS A. At no time shall construction operations or any related disturbance of the site result in the impairment of local waterways. "Impairment" is defined by regulations as including, but not limited to, the following: 1. The release of water into receiving waters that causes a substantial visible contrast to natural conditions; or 2. The deposition of significant sediment into such waters. B. Such deficiencies shall be corrected immediately by the Contractor to prevent further impairment. C. In addition, and without notice to the Contractor, the Owner shall also have the right, based on the Owner's independent assessment, to stop work or engage other contractor(s) to construct or correct such work as may be necessary to prevent the impairment of waterways, and to charge all costs related to such corrective or additional actions against the Contract. D. Acceptance of an Erosion and Sediment Control plan shall not in any way imply that the plan will be adequate in preventing impairment of waters, or that maintenance and modification will not be necessary. Rather, acceptance of the plan authorizes the Contractor to begin installation of the control measures under the assumption the appropriate maintenance and modification will be required throughout the life of the project to meet the project requirements. E. The Contractor's responsibilities under this Section shall end upon final completion and payment of the Work of the entire Contract. 1.5 EROSION AND SEDIMENT CONTROL PLAN COMPONENTS A. The Erosion and Sediment Control Plan submitted shall specifically address project measures, features, and areas critical to proper site erosion and sediment control. The Plan shall specifically include, but are not limited to, the following: 1. Site Map, to scale; 2. Measures to prevent stormwater from running onto the disturbed areas of the site; 3. Inlet protection for storm sewers and catch basins; 4. Measures to be used for dewatering; and 5. Measures to be used for soil stabilization, runoff control, and sediment control, including specific measures for the following: a. Site entrance stabilization b. Staging areas ROCKEFELLER HALL NW SOIL EROSION AND 01 57 13-2 EXTERIOR ENTRY STAIR SEDIMENT CONTROL APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 57 13 Ithaca, New York SOIL EROSION AND SEDIMENT CONTROL c. Material and soil stock piles d. Concrete curing operations e. Disturbed areas of the site In addition to the requirements included in these specifications, specific erosion control measures shown on the Contract Drawings, if any, shall also be required. B. All features shall be designed and installed in accordance with the references included in Paragraph 1.3 — Plan and Implementation General Requirements of this Section. C. Keep access roads and public roads clear of mud and construction debris at all times. Maintain dust control measures throughout construction. 1.6 INSPECTIONS A. At the sole discretion of the Owner, inspections may be performed by a third party or on - staff representative of the Owner. 1. The Owner may inspect the site at any time, without prior notification, for compliance with the Erosion and Sediment Control Plan and applicable local, state and federal regulations. Any instances of non -compliances or failure to meet the performance standards found must be resolved within 24 hours, with more immediate responses as required to mitigate active erosion during storm events or similar instances. 2. Modify the Erosion and Sediment Control Plan as necessary, to provide full compliance with the performance standards. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 57 13*** ROCKEFELLER HALL NW SOIL EROSION AND 01 57 13-3 EXTERIOR ENTRY STAIR SEDIMENT CONTROL APRIL 7, 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 — see Drawings for specific requirements. 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. Materials subject to weather damage shall be protected against the weather by floored weatherproof temporary storage sheds. C. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather -protection requirements for storage. ROCKEFELLER HALL NW STORAGE AND 01 66 00-1 EXTERIOR ENTRY STAIR PROTECTION APRIL 7, 2017 CORNELL Ithaca, New D. E. F. UNIVERSITY York SECTION 01 66 00 STORAGE AND PROTECTION Storage piles and sheds shall be located within the area designated as the Staging Area. The Contractor shall work to insure that the condition of the staging area has no negative impact on the Campus, visually or otherwise; and that outside of that area. The Contractor has no impact at all on the Campus. Materials stored within the building shall be distributed in such a manner as to avoid overloading of the structural frame, and never shall be concentrated in such a manner as to exceed the equivalent of 50 pounds per square foot uniformly distributed loading. Stored materials shall be moved if they interfere with the progress of the work. Should it become necessary during the course of the Work to move stored materials or equipment, the Contractor, at the direction of the Owner or the Owner's Representative, shall move such materials or equipment. 1.4 PALM ROAD STORAGE A. B. C. D. E. F. G. All property including construction materials and equipment stored at the Palm Road location shall be stored at the Contractor's sole risk. The Contractor is solely responsible for repair or replacement of property due to any cause of loss. The Contractor agrees to hold Cornell harmless from any accident or injury occurring at Palm Road storage site associated with the Contractor's storage. The Contractor understands that Cornell makes "no" warranty regarding any security at the Palm Road site. 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. It shall be assumed that the Contractor is responsible for site contamination unless the Contractor has reported condition prior to moving storage materials and equipment onto the site. Each Contractor shall be responsible for their own general area whether defined formally or not but in cases where pollutants have traveled or are found in the public areas used by all contractors, the Contractor agrees as follows: 1. If it cannot be determined who is responsible for site contamination after an investigation, all contractors who could be responsible based upon location of the incident agree to share the expense of cleanup equally. No storage of hazardous materials or environmental contaminants is permitted at the Palm Road site. All barrels must have labels affixed identifying contents. Unoccupied storage containers not within the project fence shall be labeled in the Cornell standard. ROCKEFELLER HALL NW STORAGE AND 01 66 00-2 EXTERIOR ENTRY STAIR PROTECTION APRIL 7, 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. Protection of Utilities 1. If during the course of the Project, it is necessary to work adjacent to existing utilities, pipelines, structures and equipment, the Contractor shall take all necessary precautions to protect existing facilities from damage. 2. Locations of utilities as shown on the Contract Documents are approximate only. The Contractor shall excavate or otherwise locate to verify existing utilities in advance of its operation. C. Protective Covering 1. All finished surfaces shall be protected by the Contractor as follows: a. Door and window sills and the jambs and soffits of openings used as passageways or through which material is handled, shall be cased and protected adequately against possible damage resulting from the conduct of the work of all trades. b. All surfaces shall be clean and not marred upon delivery of the building to the Owner. The Contractor shall, without extra compensation, replace all blocks, gypsum board, plaster, paint, tile, and all other surfaces, whether or not protected, which are damaged, and shall refinish (including painting as specified) to satisfaction of Owner. c. Tight wood sheathing shall be laid under any materials that are stored on finished concrete surfaces and planking must be laid before moving any materials over these finished areas. Wheelbarrows used over such areas shall have rubber tires on wheels. d. Contractor has the responsibility for protection of carpeting and all finish flooring during all phases of the work including after installation. e. All floors exposed to view as a floor finish shall be protected by overlaying with plywood in all areas subject to construction traffic within and without the building, special care shall be taken to protect all stair finish surfaces including but not limited to flooring, wood in -fill stairs, cabinetry, counters, equipment, etc. ROCKEFELLER HALL NW STORAGE AND 01 66 00-3 EXTERIOR ENTRY STAIR PROTECTION APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION 2. HVAC ductwork shall be protected by the Contractor as follows to prevent introduction of contaminants: a. Ductwork shall not be staged or stored outside or otherwise exposed to the weather. b. Ductwork shall be transported only inside of covered vehicles. c. Once installed, ductwork shall be protected from contamination during the construction process. 1.6 PROTECTION AFTER INSTALLATION A. Protect installed products, including Owner -provided products, and control traffic in immediate area to prevent damage from subsequent operations. B. Provide protective coverings at walls, projections, corners, and jambs, sills, and soffits of openings in and adjacent to traffic areas. C. Cover walls and floors of elevator cabins, and jambs of cab doors, when elevators are used by construction personnel. D. Protect finish floors and stairs from dirt, wear, and damage: 1. Secure heavy sheet goods or similar protective materials in place, in areas subject to foot traffic. 2. Lay planking or similar rigid materials in place, in areas subject to movement of heavy objects. 3. Lay planking or similar rigid materials in place, in areas where storage of products will occur. E. Protect waterproofed and roofed surfaces: 1. Restrict use of surfaces for traffic of any kind, and for storage of products. 2. When an activity is mandatory, obtain recommendations for protection of surfaces from manufacturer. Install protection and remove on completion of activity. Restrict use of adjacent unprotected areas. F. Restrict traffic of any kind across planted lawn and landscape areas. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 66 00*** ROCKEFELLER HALL NW STORAGE AND 01 66 00-4 EXTERIOR ENTRY STAIR PROTECTION APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 71 23 Ithaca, New York FIELD ENGINEERING SECTION 01 71 23 FIELD ENGINEERING 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall provide and pay for field engineering services required for the Project. 1. Survey work required in execution of the Project. 2. Verify grades, lines, levels and dimensions shown on Drawings. 3. Lay out Work from established control points and bench marks. 4. Coordinate the Work of all trades. 5. It may be necessary at times to discontinue portions of Contractor's work in order that the Owner's Representative may check measurements or surveys without interruptions or other interferences that might impair the accuracy of the results. At any time, on request of the Owner's Representative, Contractor shall discontinue its work to such extent as may be necessary for this purpose and shall cooperate in all reasonable means to the extent of providing labor, tools, or materials to assist the Owner's Representative in making measurements and surveys. 6. Notwithstanding anything set forth above, it shall be the sole responsibility of the Contractor to complete the works within the tolerances of lines and grades as given on the drawings. No direct payment or claim for additional compensation will be allowed the Contractor for any work or delay occasioned by the Owner's Representative establishing or checking lines or grades or making other measurements, and no extension of time will be allowed for such delays. B. Owner's Representative will identify existing control points and property line corner stakes indicated on the drawings, as required. 1.2 QUALIFICATION OF SURVEYOR A. The Surveyor shall be a registered civil engineer or registered land surveyor, licensed in the state in which the Project is located and acceptable to the Owner. 1.3 SURVEY REFERENCE POINTS A. Basic horizontal and vertical control points for the Project are those designated on drawings. Control points shall be reconciled with Benchmark. Benchmark ID: T1015,N 892339.211,E 846902.522, Elev. 800.425 ft ROCKEFELLER HALL NW FIELD ENGINEERING 01 71 23-1 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL Ithaca, New B. UNIVERSITY York SECTION 01 71 23 FIELD ENGINEERING Locate and protect control points prior to occupation of the site, and preserve all reference points during construction. 1. Make no changes or relocations without prior written approval of the Architect and Owner. 2. Report to Owner when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. 3. Require surveyor to replace reference points which may be lost or destroyed. a. Establish replacements based on original survey control. C. The Contractor shall provide and shall maintain axis lines on each floor and shall establish and shall maintain grade marks 4' 0" above the finished floor on each floor level. D. The Contractor shall furnish such stakes and other required equipment, tools and materials, and all labor as may be required in laying out any part of the Work. 1.4 PROJECT SURVEY REQUIREMENTS 1.5 A. B. C. Prior to start of construction operations, review and verify figures shown on Drawings and on surveys furnished by Owner. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means for site improvements, stakes for grading, fill and topsoil replacement, utility slopes and invert elevations, batter boards for structures, foundations, column locations and floor levels, and controlling lines and levels required for the mechanical and electrical trades. From time to time, verify layouts by the same methods. RECORDS A. B. C. Maintain a complete, accurate log of all control and survey work as it progresses. 1. Make available to Architect and Owner on request: field books, notes, logs and other data developed in performing survey and control work. 2. Maintain a record plan at field office for the information and use of all parties, recording reference points, control points and bench marks. On completion of foundations and major site improvements, prepare a certified survey showing all dimensions, locations, angles and elevations of construction and turn over to Owner. Submit copies of certified survey in accordance with Section 01 78 39 - Record Documents. When all enclosing walls are complete, certify the location and plumb of the walls. ROCKEFELLER HALL NW FIELD ENGINEERING EXTERIOR ENTRY STAIR 01 71 23-2 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 7123 Ithaca, New York FIELD ENGINEERING 1.6 SUBMITTALS A. Submit written qualifications of surveyor to Architect and Owner prior to starting survey work. B. Submit name and address of Professional Engineer to the Architect. C. Submit documentation to verify accuracy of field engineering work. D. Submit certificate signed by registered engineer or registered surveyor certifying that elevations and improvements are in conformance, or nonconformance, with Contract Documents. 1. Indicate on record drawings all variations from Contract Drawings. 2. Indicate horizontal locations and elevations of all existing underground utilities encountered during excavation and construction. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 71 23*** ROCKEFELLER HALL NW FIELD ENGINEERING 01 71 23-3 EXTERIOR ENTRY STAIR APRIL 7, 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. F. Openings and Chases 1. Build openings, including but not limited to channels, chases and flues as required to complete the Work as set forth in the Contract. ROCKEFELLER HALL NW CUTTING, PATCHING 01 73 29-1 EXTERIOR ENTRY STAIR AND REPAIRING APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 2. After installation and completion of any work for which openings have been provided, build in, over, and around and finish all such openings as required to complete the Work. 3. Furnish and install all sleeves, inserts, hangers and supports required for the execution of the Work. 1.2 SUBMITTALS A. Submit a written request to the Architect prior to executing any cutting, alteration or excavation which affects the work of the Owner, or which may affect the structural safety of any portion of the Project. Include: 1. Identification of the Project. 2. Description of the affected work. 3. The necessity for doing the cutting, alteration or excavation. 4. The effect on the work of the Owner's property, or on the structural integrity of the Project. 5. Description of the proposed work: a. The scope of cutting, patching, alteration, or excavation. b. Contractor and trades who will execute the work. c. Products proposed to be used. d. The extent of refinishing to be done. 6. Alternatives to cutting, patching or excavation. 7. Designation of the responsibility for the cost of cutting and patching. 8. Written permission of any separate contractor whose work will be affected. B. Should conditions of the work or the schedule indicate a change of products from the original installation, submit a request for substitution as specified in Section 01 25 00 - Substitutions and Product Options. C. Submit a written notice to the Architect and the Owner designating the date and the time the work will be uncovered. ROCKEFELLER HALL NW CUTTING, PATCHING 01 73 29-2 EXTERIOR ENTRY STAIR AND REPAIRING APRIL 7, 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 ROCKEFELLER HALL NW CUTTING, PATCHING 01 73 29-3 EXTERIOR ENTRY STAIR AND REPAIRING APRIL 7, 2017 CORNELL UNIVERSITY Ithaca, New York C. 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. 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 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. ROCKEFELLER HALL NW CUTTING, PATCHING 01 73 29-4 EXTERIOR ENTRY STAIR AND REPAIRING APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 2.0 PRODUCTS 2.1 MATERIALS A. Comply with the Contract Documents for each product involved. B. Use materials identical to in-place or existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. If identical materials are unavailable or cannot be used, use materials whose installed° performance will equal or surpass that of in-place or existing materials, and will match visual appearance of in-place or existing materials. 3.0 EXECUTION 3.1 INSPECTION A. Inspect existing conditions of the Project, including elements subject to damage or to movement during: 1. Cutting and patching. 2. Excavation and backfilling. 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. ROCKEFELLER HALL NW CUTTING, PATCHING EXTERIOR ENTRY STAIR AND REPAIRING 01 73 29-5 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 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. 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. ROCKEFELLER HALL NW CUTTING, PATCHING 01 73 29-6 EXTERIOR ENTRY STAIR AND REPAIRING APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING 4. When patching existing plaster finished walls and partitions, the Contractor shall utilize plaster trim, lath and other metal components to match the integrity of the existing system. All plaster finishes shall match existing finishes so as to provide a uniform visual appearance. 5. Floors and Walls: Where walls or partitions that are demolished extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections of these Specifications. 6. Ceilings: Patch, repair, or re -hang existing ceilings as necessary to provide an even - plane surface of uniform appearance. 7. Concrete Masonry Units: Patch walls by toothing-in units using salvaged or new CMU units matching in-place units for type and size. Match coursing patterns, mortar joint profiles, and other features of in-place CMU walls. Use accessory materials compatible with in-place materials. 8. Brick and Masonry: Patch walls by toothing-in units using salvaged or new brick and masonry matching in-place brick and masonry units. Match coursing patterns, mortar joint profiles, and other features of in-place brick and masonry walls. Use accessory materials compatible with in-place materials. 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. ROCKEFELLER HALL NW CUTTING, PATCHING 01 73 29-7 EXTERIOR ENTRY STAIR AND REPAIRING APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING G. Restore work which has been cut or removed; install new products to provide completed work in accordance with requirements of Contract Documents. H. The Contractor shall replace, repair and patch all surfaces of the ground and of any structure disturbed by its operations and its Work which surfaces and structures are intended to remain even if such operations and work are outside the property lines. Such replacement, repair and patching shall be with like material and shall restore surfaces as they existed. 3.4 CLEANING A. Clean area and spaces where cutting and patching are perfoinied. 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*** ROCKEFELLER HALL NW CUTTING, PATCHING 01 73 29-8 EXTERIOR ENTRY STAIR AND REPAIRING APRIL 7, 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. ROCKEFELLER HALL NW PROJECT CLOSEOUT 01 77 00-1 EXTERIOR ENTRY STAIR APRIL 7, 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. Roofs, utility tunnels, manholes and pipe trenches and spaces between the new and existing Work shall be left thoroughly cleaned. 3. Finished flooring shall be thoroughly cleaned in accordance with the manufacturer's recommendations. 4. Where the finish of floors has been marred or damaged in any space or area, the entire floor of that space or area shall be refinished as recommended by the manufacturers of the flooring. 5. All equipment shall be in an undamaged, bright, clean, polished and new appearing condition. ROCKEFELLER HALL NW PROJECT CLOSEOUT 01 77 00-2 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT 6. All new glass shall be washed and polished, both sides. The Contractor shall be responsible for all breakage of glass in the area of the Work from the commencement of its activities until the building is turned over to Owner. The Contractor shall replace all broken glass and deliver the entire building with all glazing intact and clean. 7. Refer to exterior clean up. Remove paint and glazing compound from surfaces. B. Clean adjacent structures and improvements of dust, dirt, and debris caused by construction operations. Return adjacent areas to condition existing before construction operations began. C. Cleaning of Renovated Duct Systems and Existing Duct Systems in Renovated Areas: 1. Cleaning work shall be performed by film which has minimum three (3) years' experience in mechanical cleaning of air systems. Work shall be done by skilled mechanics, technicians and experienced supervisors. 2. Clean dirt, dust and debris from air units, associated equipment air ducts; sanitize same. Cleaning shall include: a. Cleaning of air unit's supply, return and exhaust sections including coils, fans, filter racks, outdoor air intake shaft, and interior surfaces. b. Cleaning of dampers, heating coils, humidifiers, and similar devices in ductwork. c. Marking of duct -mounted damper settings, prior to cleaning, and returning dampers to marked positions after cleaning. This includes fire dampers, zone dampers, balancing dampers and volume dampers. d. Cleaning of terminal supply, return and exhaust grilles, registers and diffusers. e. Cutting of access holes in ductwork for cleaning process, as well as sealing and patching of same. f. Removal of portions of duct system which cannot otherwise be thoroughly cleaned, and replacement thereof. g. Sealing of lined duct systems, upon completion. h. Removal and reinstallation of ceiling panels, tiles, ceiling support tracks, and other ceiling construction, as required to facilitate cleaning. Providing access doors required to facilitate cleaning. ROCKEFELLER HALL NW PROJECT CLOSEOUT 01 77 00-3 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT 3. Cleaning shall meet National Air Duct Cleaners Association (NADCA) Standards, capable of verification by NADCA Vacuum Test. Cleanliness shall be subject to Architect's visual review; provide re -cleaning as necessary to satisfy Architect a. Cleaning methods may include vacuuming, brushing, mechanical brushing, scraping, or air washing. Use method best suited for locations involved. b. Do NOT use methods which could damage the system or the building. c. Remove dirt, dust, lint and other accumulations by HEPA filtered air machine capable of minimum 6000 cfm. Air machine shall operate to obtain 1250 fpm across the work space. Use brushes, mechanical agitators or air whips to dislodge contaminants to be collected by the air machine. d. Cleaning shall begin at the furthest point of the return system and at the outdoor air intake. Cleaning shall proceed toward the air handling equipment. Cleaning shall finish at the furthest point of the supply ductwork. 1.4 MAINTENANCE STOCK A. Turn over to Owner's Representative the maintenance stock specified. Contractor shall obtain signed receipt from Owner's Representative for all maintenance stock. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 77 00*** ROCKEFELLER HALL NW PROJECT CLOSEOUT 01 77 00-4 EXTERIOR ENTRY STAIR APRIL 7, 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. ROCKEFELLER HALL NW RECORD DOCUMENTS 01 78 39-1 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS 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 infoimation is recorded. C. Survey Mapping 1. Provide an accurate topographic, planimetric, utility map of as -built conditions, and mapped locations and elevations of constructed facilities / elements including as -built and exposed underground utilities. Survey work in progress as required to accurately locate constructed facilities / elements. Survey final condition of project extents at final acceptance. a. Site related elements including: Sidewalks, ramps, curbs, and gutters - indicate type and surface material. Streets, drive ways, parking areas, labeled with material. Fences, walls, steps, handrails, signs, site furniture and light fixtures labeled with material. Live trees which have a trunk diameter of three inches (3") or greater and all isolated or specimen trees. Measure tree trunk 3' above grade. Indicate approximate trunk diameter, "drip line" and common name of tree. Shrubs, show outlines of shrub masses. Streams and bodies of water. b. Utility related elements and supporting infrastructure including: Manholes, catch basins, drain inlets, cleanouts, vent stacks, tanks, underdrains, foundation drains, monitoring wells, detention/retention/filtration facilities. Label type (sanitary or storm), dimensions and material of structure and cover/grate; pipe connections; sizes, materials, direction of flow and invert elevations. Locate and identify size, material, and invert elevations for culverts. Water, gas, central steam, chilled water or other pressure lines, valve boxes, meter boxes, hydrants, tanks, fittings, etc. Label type, size, material, elevations at building walls and all intersections, connections and vertical angle changes. ROCKEFELLER HALL NW RECORD DOCUMENTS 01 78 39-2 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS Utility poles, above and below ground lines including but not limited to power, street lighting, traffic control communication and sensors, telephone, television, communication, fire and police call boxes, public communication or display facilities. Label utility as direct buried, in conduit, or concrete encased duct. Identify elevations at building walls and all intersections, connections and vertical angle changes. Label all utilities and associated duct banks or conduits with sizes and materials. Existing and abandoned utilities exposed during construction. Show ends of abandoned utilities left in place and assumed continued direction of utilities. Label with information as listed above. 2. Survey mapping shall be done under the personal supervision of a Surveyor, registered in and licensed by the State of New York, who shall certify under his/her seal the accuracy of the survey. 3. Field Survey Accuracy: - Horizontal and Vertical mapping shall be ACSM Second Order Class II, 1 in 20,000. 4. Coordinate base: NAD83-86 geodetic system with grid values in the New York Central State Plane coordinate system in feet with elevations in NAVD '88 in feet. 5. Each different feature shall be drafted on a separate named CAD level/layer in Microstation or AutoCAD format using industry standard symbology of color, line style, line weight, and cells. 6. Provide an ASCII file list of coordinates for all survey points including control, feature, and topographic in the following comma delimited format: Point number, Northing coordinate, Easting coordinate, Elevation coordinate, Point description. 7. Topography and spot elevations: a. Topographic contours shall be accurately plotted at one foot (1') contour intervals. b. Record spot grade elevations as follows: Within natural ground and lawn and planted areas, spot elevations shall be shown to one-tenth of a foot (0.1'). Within all areas of built-up improvements such as pavements, curbs, steps, walls, utility and drainage systems or other site improvements, spot elevations shall be shown to one- hundredth of a foot (0.01'). Existing grade at building corners; and thresholds and finished floor at all entrance, exit, or access points. ROCKEFELLER HALL NW RECORD DOCUMENTS 01 78 39-3 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS iii. Develop road cross sections at 50 -foot intervals maximum, record spot elevations for all drive centerlines and all beginning radius of street intersections. For each cross section obtain elevations for front and back of existing sidewalk, top and bottom of curb, and centerline of the street. Obtain elevations for centerline intersection of all roads. iv. For trees of three inches to eighteen inches (3" - 18") in diameter, record elevation at high and low side at base of trunk. For specimen trees of eighteen inches (18") or greater diameter, indicate four (4) spot elevations on the north, south, east, and west at base of each trunk to one-hundredth (.01) foot elevation. v. Base, top, corners, and at cheek walls for all steps. Indicate elevations at top and bottom of walls and curbs. vi. Rim elevations of all catch basins, drain inlets, manholes, valve boxes, slabs on grade. Inverts at all sewer pipes and culverts. Bottom of structure floor and sump. D. Drawings As built drawings shall consist of making any changes neatly and clearly on the Contract Drawings using colored ink or pencil, shall be kept current by the contractor on a day-to- day basis in concert with the progress of the work. Where applicable, the change marked on a drawing is to carry the notation "per Change Order No. X", or similar reference which cites the reason for the change. As an alternative approach the Contractor can submit a plan for producing the "As -Built" drawings via electronic mark-up in Bluebeam, Adobe Professional, or other similar program as an alternative to colored pencil or ink mark-ups. Such plan shall be subject to approval of the Owner. The day-to-day construction as built drawings shall be made available to the Architect or Owner's Representative for review upon request. The "As built" drawings shall show all changes to the following areas of construction: 1. Architectural: a. Modifications to components dictated by the building code b. Wall, door, window locations c. Built in casework locations d. New rated door and wall schedules/ locations e. Material and products where submittals are requested 2. Civil and Structural a. Dimensions for load carrying elements, both horizontal and vertical b. Materials and products where submittals are requested ROCKEFELLER HALL NW RECORD DOCUMENTS 01 78 39-4 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 0178 39 Ithaca, New York RECORD DOCUMENTS c. Load carrying elements and foundation systems d. Site related elements including: Building outlines, entranceways, areaways, roof overhangs, downspouts, significant architectural projections and other pertinent data. e. All significant changes in foundations, columns, beams, openings, concrete reinforcing, lintels, concealed anchorages and "knock -out" panels made during construction. f Building envelope systems including roofing systems and building shell systems g. Geotechnical subsurface information h. Items that will require future maintenance i. Life safety critical items 3. Environmental a. Utility related elements and supporting infrastructure b. Storm water maintenance/testing access points c. Location of unusual excavation findings / contaminated soil (i.e. mercury uncovered during excavation, also on-site spills during construction), including quantity excavated/disposed. E. Specifications and Addenda Legibly mark each section to record: 1. Manufacturer, trade name, catalog number, and Supplier of each product and item of equipment actually installed. 2. Changes made by Field Order or by Change Order. 1.4 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 ROCKEFELLER HALL NW RECORD DOCUMENTS 01 78 39-5 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS 5. Certification that each document is complete and accurate 6. Signature of Contractor or its authorized representative. 2.0 PRODUCTS — NOT USED 3.0 EXECUTION — NOT USED ***END OF SECTION 01 78 39*** ROCKEFELLER HALL NW RECORD DOCUMENTS 01 78 39-6 EXTERIOR ENTRY STAIR APRIL 7, 2017 TECHNICAL SPECIFICATIONS FOR ROCKEFELLER HALL NORTHWEST EXTERIOR ENTRY STAIR REPLACEMENT CORNELL UNIVERSITY ITHACA, NEW YORK CORNELL UNIVERSITY SECTION 02 00 00 Ithaca, New York RECORD INFORMATION AVAILABLE TO BIDDERS SECTION 020000 RECORD INFORMATION AVAILABLE TO BIDDERS PART 1 - GENERAL 1.1 SUMMARY A. Document Includes: 1. Record Architectural Drawings. 2. Record stair reconstruction shop drawings. 3. Owner record documents 1.2 RECORD ARCHITECTURAL DRAWINGS A. 004-003-004_01_Bsmnt FIr Pln_C (Rockefeller Hall Basement Floor Plan) B. 004-005-006_02_1 st FIr Pln_C (Rockefeller Hall First Floor Plan) C. 004-026_19_West Elevation_C (Rockefeller Hall Changes on West Elevation) 1.3 RECORD GRANITE FABRICATION DRAWINGS A. 252-286_1of1_Plan & Elev Frnt Entrance_SI (Rockefeller Hall Barretto Granite Shop Drwg.) 1.4 RECORD UTILITY DRAWINGS A. Partial campus utility map END OF SECTION 020000 ROCKEFELLER HALL NW RECORD INFORMATION EXTERIOR ENTRY STAIR AVAILABLE TO BIDDERS 02 00 00-1 APRIL 7, 2017 3 f A CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE SECTION 033000 CAST -IN-PLACE CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Extent of concrete work is shown on drawings. B. Related Sections: 1. Division 05 Section 055213 - Site Railings. 2. Division 03 Section 321313 - Site Concrete 3. Division 31 Section 312300 - Excavation and Filling. 1.3 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast -furnace slag, and silica fume; subject to compliance with requirements. 1.4 ACTION SUBMITTALS A. Action submittals will require a response from the Structural Engineer of Record. B. Product Data: For each type of product indicated. C. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. Mix designs submitted for review shall be less than one year old and shall be representative of the concrete materials currently being used. 1. Indicate amounts of mixing water to be withheld for later addition at Project site. D. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Comply with CRSI - Manual of Standard Practice showing bar schedules, diagrams of bent bars, arrangement of concrete reinforcement, tie spacing. E. Reproduction of contract drawings for use as shop drawings is not permitted. 1. Submit erection drawings in Portable Document Format (pdf) to plot a minimum size of 22 inches by 34 inches. Contractor is responsible for making hard copies of reviewed shop drawings and distributing them to subcontractors. F. Construction Joint Layout: Indicate, by marked up drawing, proposed construction joints required to construct the structure. ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-1 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE 1. Location of construction joints is subject to approval of the Structural Engineer of Record. 1.5 INFORMATIONAL SUBMITTALS A. Information submittals will not require a response from the Structural Engineer of Record; however, information submittals may be rejected for not complying with requirements. B. Qualification data for manufacturer and testing agency. C. Material Certificates: For each of the following, signed by manufacturers: 1. Cementitious materials. 2. Admixtures. 3. Form materials and form -release agents. 4. Steel reinforcement and accessories. 5. Curing compounds. 6. Bonding agents. D. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements: 1. Aggregates. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products. B. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated for concrete mixture design and material rest reports. 1. Personnel performing laboratory tests shall be ACI -certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency laboratory supervisor shall be an ACI -certified Concrete Laboratory Testing Technician - Grade II. C. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from single source, and obtain admixtures from single source from single manufacturer. D. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: 1. ACI 301, "Specifications for Structural Concrete." 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 3. ACI 318, "Building Code Requirements for Structural Concrete," 2014. E. Reference Standards: 1. Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice," 2014. 2. 2016 Uniform Code of New York State (UCNYS). ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-2 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE F. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures. G. Pre -Concrete Placement Meeting: A mandatory meeting will be held in advance of commencing concrete placement at the University. The meeting shall include representatives from the architect, engineer, contractors, material suppliers, owner's testing agency, Civil Section of Facilities Engineering, and University project management team. The purpose of the meeting will be to discuss concrete procedures and mitigating risks to the project. Furthermore, the design team shall identify critical concrete components of the structure and critical service conditions. Collectively the attendees will establish and coordinate procedures to best address these items. Key points would include mitigating weather conditions including high evaporability, moisture sensitivity of floor coverings, proper curing procedures, minimizing shrinkage cracking, mix design, cement paste content, aggregate gradation, placement and finishing techniques, protecting base course prior to slab on grade placement, flatness/levelness criteria, construction joints, vapor barriers, list of critical items for inspection, water control, communication, and key concrete tolerances. 1.7 PROJECT CONDITIONS A. Protection of Footings Against Freezing: Cover completed work at footing level with sufficient temporary or permanent cover as required to protect footings and adjacent subgrade against possibility of freezing; maintain cover for time period as necessary. B. Protection of Slab Subgrade Against Heaving: Sequence work, provide temporary heat, or provide sufficient cover as required to prevent subgrade under slabs on grade from heaving or settling due to freezing. 1.8 DELIVERY, STORAGE, AND HANDLING A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage. Avoid damaging coatings on steel reinforcement. PART 2 - PRODUCTS 2.1 FORM -FACING MATERIALS A. Smooth -Formed Finished Concrete for Exposed Finish: Form -facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. 1. Plywood, metal, or other acceptable panel materials. 2. Use overlaid plywood complying with U. S. Product Standard PS -1 "A -C or B -B High Density Overlaid Concrete Form", Class 1. B. Rough -Formed Finished Concrete for Unexposed Finish: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. C. Form -Release Agent: Commercially formulated form -release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-3 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE 1. Formulate form -release agent with rust inhibitor for steel form -facing materials. D. Form Ties: Factory -fabricated, adjustable length, removable or snap -off metal or glass -fiber -reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish units that will leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface. 2. Furnish ties that, when removed, will leave holes no larger than 1 inch in diameter in concrete surface. 2.2 STEEL REINFORCEMENT A. Stainless Steel Reinforcing Bars: ASTM A955, Grade 60, deformed bars, ASTM A276 Type 316LN. 2.3 REINFORCEMENT ACCESSORIES A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows: 2.4 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project: 1. Portland Cement: ASTM C 150, Type I/II, gray. Supplement with the following: a. Fly Ash: ASTM C 618, Class F or C with Loss on Ignition no greater than 6 percent. b. Ground Granulated Blast -Furnace Slag: ASTM C 989, Grade 100 or 120. B. Silica Fume: ASTM C 1240, amorphous silica. C. Aggregates: 1. General: Aggregates shall have hard, angular, strong, clean, uncoated, durable particles and shall be free of injurious amounts of thin elongated pieces, mica, clay, silt, or organic matter. Aggregates shall be from a single local source with prior record of acceptable use. 2. Normal -Weight Aggregates: ASTM C 33, Class 3S coarse aggregate or better, graded. Maximum aggregate size shall not be larger than one-fifth of the narrowest dimension between sides of forms, one-third of the depth of slabs, nor three-fourths of the minimum clear spacing between individual reinforcing bars or bundles of bars. Coarse aggregate to be crushed without whole, uncrushed gravel. a. Fine aggregate shall be natural sand or stone screenings. The fineness modulus shall not vary by more than 0.20 throughout the work. b. Coarse aggregate shall be crushed stone or crushed gravel meeting gradation requirements for ASTM C33. Provide the largest size of ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-4 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE aggregates practical within the gradation limits referenced in paragraph Concrete Mixtures for Building Elements below. 3. Material Test Reports: Submit results from ASTM C40, C88, C117, C123, C136, C142, C227, C289, and C1260 tests for the aggregates to be used in each concrete mix. D. Water: ASTM C 94/C 94M and potable. 2.5 ADMIXTURES A. Air -Entraining Admixture: ASTM C 260. B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. 1. Water -Reducing Admixture: ASTM C 494/C 494M, Type A. 2. Retarding Admixture: ASTM C 494/C 494M, Type B. 3. Water -Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. 4. High -Range, Water -Reducing Admixture: ASTM C 494/C 494M, Type F. 5. High -Range, Water -Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G. 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II. C. Set -Accelerating Corrosion -Inhibiting Admixture: Commercially formulated, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete and complying with ASTM C 494/C 494M, Type C. D. Prohibited Admixtures: Calcium chloride thiocyanates or admixtures containing more than 0.1 percent chloride ions are not permitted. 2.6 EPDXY GROUT FOR DOWEL EMBEDMENT IN CONCRETE A. Two component, 100 percent solids, moisture tolerant structural epoxy adhesive conforming with ASTM C881. 1. Available Products: Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to, the following: a. "Sikadur 32 Hi -Mod," Sika Corporation b. "Epo-Grip," Sonneborn Chemrex Inc. c. "Euco #452 Epoxy System," Euclid Chemical Co. 2.7 ADHESIVE ANCHOR A. Adhesive anchor for anchorage to concrete or concrete masonry: 1. Available Products: Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to, the following: a. "HVA System," Hilti Corp. ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-5 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE b. "Foil -Fast System," Rawlplug Company c. "Epcon System," ITW Ramset/Red-Head Co. 2.8 CURING MATERIALS A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. ChemMasters; SprayFilm. b. Conspec by Dayton Superior; Aquafilm. c. Euclid Chemical Company (The), an RPM company; Eucobar. d. Meadows, W. R., Inc.; EVAPRE. e. Sika Corporation; SikaFilm. B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry. C. Moisture -Retaining Cover: ASTM C 171, polyethylene film or white burlap -polyethylene sheet. D. Water: Potable. 2.9 RELATED MATERIALS A. Bonding Agent: ASTM C 1059/C 1059M, Type II, non-redispersible, acrylic emulsion or styrene butadiene. B. Reglets: Fabricate reglets of not less than 0.022 -inch- thick, galvanized -steel sheet. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris. C. Dovetail Anchor Slots: Hot -dip galvanized -steel sheet, not less than 0.034 inch thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris. 1. Hohmann and Barnard #305 or approved equivalent. 2.10 CONCRETE MIXTURES, GENERAL A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. 1. Use a qualified independent testing agency for preparing and reporting proposed mixture designs based on laboratory trial mixtures. B. Cementitious Materials: Use fly ash or ground granulated blast -furnace slag as needed to reduce the total amount of portland cement, which would otherwise be used, by not less than 20 percent. Notify concrete floor finishers of floor slab concrete containing fly ash or ground granulated blast furnace slag. C. Limit water-soluble, chloride -ion content in hardened concrete to 0.15 percent by weight of cement. ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-6 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE D. Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water -reducing, high -range water -reducing, or plasticizing admixture in concrete, as required, for placement and workability. 2. Use water -reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. 3. Use water -reducing admixture in pumped concrete, concrete for heavy -use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50. 4. Use corrosion -inhibiting admixture in concrete mixtures where indicated. 5. Use air -entraining admixture in exterior exposed concrete and concrete exposed to freezing temperatures during construction. See "Concrete Mixtures for Building Elements" paragraph for air content requirements. 6. At Contractor's option, a strength -accelerating admixture may be used to assist in complying with cold -weather concreting procedures. E. Submit written reports to Design Consultant of Record of each proposed mix for each class of concrete at least 15 days prior to start of work. Begin concrete production only after mixes have been reviewed by Architect. F. Acceptance of design mix will require that average strength of test cylinders exceed the specified strength (f'c) established by ACI 318 Section 5.3. If a suitable record of strength test performance is not available from the concrete supplier, proportions of the design mix shall be selected to provide and average strength at least 1200 psi greater than the specified strength (fc). 2.11 CONCRETE MIXTURES FOR BUILDING ELEMENTS A. Design mixes to provide normal weight concrete with the following properties, as indicated on drawings and schedules: 1. Concrete containing fly ash must achieve stated compressive strength by 56 days. Use Minimum 28 -Day Compressive Strength, PSI Maximum Aggregate Size Maximum W/C Ratio Air Content +/- 1.5% at Delivery Slump Limit Exterior Stair stringers 5000 1-1/2" .45 6 4" max. Backup Wall 5000 1-1/2" .50 2 4" max. B. Shrinkage Control: Provide a concrete mix that minimizes shrinkage. 1. Aggregate Size: Provide the largest size of aggregates practical within the gradation limits referenced above. 2. Provide a blended gradation to minimize the cementitious content. C. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant at no additional cost to Owner and as accepted by the Structural Engineer of Record. Laboratory test data for revised mix design and strength results must be submitted to and accepted by the Structural Engineer of Record before using in work. ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-7 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE D. Slump Limits: Proportion and design mixes to result in concrete slump at point of placement as indicated in table above. 1. Note: The slumps referenced above are intended for concrete prior to the addition of any water reducing admixture. Concrete containing water reducing admixtures may have slumps higher than shown above. 2.12 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94 and furnish batch ticket information. 1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. B. Remove excess water and debris from trucks before batching. 1. Account for wash water remaining in truck, per ASTM C94, in measurement of water per batch or completely empty truck drum of wash water prior to adding batch materials to truck. 2.13 LIQUID APPLIED WATERPROOFING MEMBRANE A. MasterSeal HLM 5000 T (formerly: Sonoshield HLM 5000), by BASF. 1. Provide Trowel Grade waterproofing system, per the manufacturer's directions and specifications. PART 3 - EXECUTION 3.1 GENERAL A. Coordinate the installation of joint materials and vapor barriers with placement of forms and reinforcing steel. 3.2 FORMWORK A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads. B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. C. Limit concrete surface irregularities, designated by ACI 347 as abrupt or gradual, as follows: 1. Class A, 1/8 inch for smooth -formed finished surfaces. 2. Class B, 1/4 inch for rough -formed finished surfaces. D. Construct forms tight enough to prevent loss of concrete mortar. ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-8 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE E. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. 1. Install keyways, reglets, recesses, and the like, for easy removal. 2. Do not use rust -stained steel form -facing material. F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike -off templates or compacting -type screeds. G. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete. H. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt or other debris just before concrete is placed. Retighten forms and bracing after concrete placement to eliminate mortar leaks and maintain proper alignment. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. Coat contact surfaces of forms with form -release agent, according to manufacturer's written instructions, before placing reinforcement. 3.3 EMBEDDED ITEMS A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 1. Install dovetail anchor slots in concrete structures as indicated. B. Edge Forms and Screed Strips for Slabs: Set edge forms or bulkheads and intermediate screed strips for slabs to obtain required elevations and contours in finished slab surface. Provide and secure units sufficiently strong to support types of screed strips by use of strike -off templates or accepted compacting type screeds. 3.4 REMOVING AND REUSING FORMS A. General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete. Concrete has to be hard enough to not be damaged by form -removal operations and curing and protection operations need to be maintained. 1. Formwork supporting weight of concrete may not be removed in less than 14 days and until concrete has attained design minimum compressive strength at 28 days. 2. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores. B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -release agent. ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-9 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect. 3.5 PLACING STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. 1. Do not cut or puncture vapor barrier during reinforcement placement and concreting operations. Repair damage and reseal vapor barrier before placing concrete. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that would reduce bond to concrete. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces. 3.6 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. Notify other crafts to permit installation of their work; cooperate with other trades in setting such work. Moisten wood forms immediately before placing concrete where form coatings are not used. 1. Apply temporary protective covering to lower 2 feet of finished walls adjacent to cast -in-place floor slabs and similar conditions and guard against spattering during placement. B. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301. 1. Do not add water to concrete after adding high -range water -reducing admixtures to mixture. C. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. 1. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures and in a manner to avoid inclined construction joints. 2. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. 3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-10 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE embedment of reinforcement and other embedded items without causing mixture constituents to segregate. D. Deposit and consolidate concrete for slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. 1. Use special precautions in placement of concrete slabs on ground to prevent excessive shrinkage, cracking, and slab curl. Slump limitations, timing of concrete placement with regard to atmospheric conditions, and curing are several but not necessarily all of the requirements that shall be met. If curling and/or shrinkage cracks should develop, the contractor shall correct the condition, including grinding, at his own expense. 2. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. 3. Maintain reinforcement in position on chairs during concrete placement. 4. Screed slab surfaces with a straightedge and strike off to correct elevations. 5. Slope surfaces uniformly to drains where required. 6. Place sloped slabs beginning at the lowest elevation and proceed to the highest elevation. E. Cold -Weather Placement: Protect concrete work from physical damage or reduced strength which could be caused by frost, freezing actions, or low temperatures. Work shall conform to all requirements of ACI 306.1, Standard Specification for Cold Weather Concreting, published by the American Concrete Institute, Farmington Hills, MI 48333, except as modified by the requirements of these Contract Documents. 1. When air temperature has fallen to or is expected to fall below 40 degrees Fahrenheit, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 degrees Fahrenheit, and not more than 80 degrees Fahrenheit at point of placement 2. Use only materials that are not frozen and do not contain ice or snow. Place concrete on unfrozen subgrade or on subgrade containing unfrozen materials. 3. Calcium chloride, salt, and other materials containing antifreeze agents or chemical accelerators are not permitted unless otherwise accepted in mix designs. F. Hot -Weather Placement: Comply with ACI 301 and as follows: 1. Maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover reinforcing steel with water -soaked burlap if it becomes too hot so that steel temperature will not exceed the ambient air temperature immediately before embedment in concrete. 3. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. 3.7 FINISHING FORMED SURFACES A. General: Remove all ties and patch holes, including those below grade. All exposed to view concrete to conform to Architectural concrete per ACI 301 and have a pleasing appearance with minimal color and texture variations and minimal surface defects when viewed at a distance of 20 feet. ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-11 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL Ithaca, New B. C. UNIVERSITY York SECTION 03 30 00 CAST -IN-PLACE CONCRETE Rough -Formed Finish: As -cast concrete texture imparted by form -facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed -surface irregularities. 1. Apply to concrete surfaces not exposed to public view. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. 3.8 CONCRETE PROTECTING AND CURING A. B. C. D. E. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and ACI 301 for hot -weather protection during curing. Begin curing procedures before concrete surface has dried. Continue curing for not less than 7 days. Avoid rapid drying at end of final curing period. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for the remainder of the curing period with methods specified below, as applicable. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 pounds per square foot per hour before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces. Cure concrete according to ACI 308.1, by one or a combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following materials: a. b. c. Water. Continuous water -fog spray. Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12 -inch lap over adjacent absorptive covers. 2. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture -retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. a. Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive floor coverings. b. Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments. ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-12 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE c. Cure concrete surfaces to receive floor coverings with either a moisture -retaining cover or a curing compound that the manufacturer certifies will not interfere with bonding of floor covering used on Project. 3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions within two hours of final finishing. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. a. Removal: After curing period has elapsed, remove curing compound without damaging concrete surfaces by method recommended by curing compound manufacturer unless manufacturer certifies curing compound 3.9 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. 3.10 QUALITY CONTROL TESTING DURING CONSTRUCTION A. Sampling and testing for quality control during concrete placement will be provided by the Owner and may include the following: B. Concrete testing shall occur, at minimum, during the arrival of the first and second truck of the day to verify that the concrete meets the design requirements. Concrete testing for each truck shall occur as follows: 1. Testing for the first truck shall include Slump, Air content and temperature and Compression Test Specimens. 2. Test for the second truck shall include Slump, Air content and temperature. 3. Testing shall occur for every other truck after the second truck and in which testing shall include Slump, Air content and temperature, up to 50 cu. yds, of concrete placed at which point Compression Test Specimens will be taken and the testing cycle shall be repeated. 4. Slump: per ASTM C 143. 5. Air Content: per ASTM C 173. 6. Concrete Temperature: ASTM C 1064. 7. Compression Test Specimen: ASTM C 31; one set of four standard cylinders for each compressive -strength test. unless otherwise directed. Mold and store cylinders for laboratory -cured test specimens. 8. Compressive -Strength Tests: ASTM C 39; one specimen tested at 7 days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. C. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength and no individual strength test result falls below specified compressive strength by more than 500 psi. D. Test results will be reported in writing to the Contractor, Concrete Supplier and Landscape Architect. ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-13 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 03 30 00 Ithaca, New York CAST -IN-PLACE CONCRETE 1. Reports of compressive strength tests shall contain the following: a. Project identification name and number. b. Date of concrete placement, name of concrete testing service. c. Concrete type and class. d. Detailed and specific location of concrete placement e. Design compressive strength at 28 days. (Based on approved concrete mix design) f. Concrete mix proportions and materials. g. Compressive breaking strength and type of break for both 7 -day tests and 28 -day tests. h. Provide concrete design parameters, ie: compression strength, w/c ratio, air and slump per approved concrete mix design. 3.11 FIELD QUALITY CONTROL A. Correct deficiencies in Work that "Structural Tests and Special Inspections" reports and inspections indicate do not comply with the Contract Documents. Costs for correcting Work and any re -testing that may be necessary shall be at the Contractor's expense. END OF SECTION 033000 ROCKEFELLER HALL NW CAST -IN-PLACE 03 30 00-14 EXTERIOR ENTRY STAIR CONCRETE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 03 08 Ithaca, New York HISTORIC - MORTARING SECTION 040308 HISTORIC — MORTARING PART 1 - GENERAL 1.1 RELATED SECTIONS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 REFERENCES A. American Concrete Institute (ACI) 1. ACI 530.1/530.1R-05/ASCE 6-02/TMS 602-02, Specification for Masonry Structures. B. American Society for Testing and Materials (ASTM) 1. ASTM C136-06, Test Method for Sieve Analysis of Fine and Coarse Aggregates 2. ASTM C144-04, Specification for Aggregate for Masonry Mortar. 3. ASTM C150-11, Specification for Portland Cement. 4. ASTM C207-06, Specification for Hydrated Lime for Masonry Purposes. 5. ASTM C270-10, Specification for Mortar for Unit Masonry. 6. ASTM C348-02, Test Method for Flexural Strength of Hydraulic -Cement Mortars. 7. ASTM C780-09, Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry. 8. ASTM C1314-11, Test Method for Compressive Strength of Masonry Prisms. 1.3 SUBMITTALS A. Product Data. 1. Submit manufacturer's printed product literature, specifications and data sheet in accordance with Section 013300 — Submittal Procedures. 2. Submit five copies of MSDS - Material Safety Data Sheets in accordance with Section 013300 — Submittal Procedures. Indicate VOC's mortar, grout, parging, colour additives and admixtures. B. Samples. 1. Submit samples in accordance with Section 013300 — Submittal Procedures. 2. See Section 040510 for Mock -Up. 3. Aggregate sample, 27 cubic inch or more. C. Prior to the mixing or preparation of mortars submit for approval to the Consultant confirmation of source or product data sheet of: 1. Aggregate and Sand 2. Cements 3. Lime 4. Colour pigment samples 5. Premixed products ROCKEFELLER HALL NW HISTORIC - MORTARING EXTERIOR ENTRY STAIR 04 03 08-1 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 03 08 Ithaca, New York HISTORIC - MORTARING 6. Submit manufacturer's installation instructions. 1.4 QUALITY ASSURANCE A. Test Reports: submit certified test reports showing compliance with specified performance characteristics and physical properties. Include the following: 1. Sand gradation testing in accordance with ASTM C136. 2. Bulking of aggregate sample, in condition as delivered to site. B. Certificates: submit product certificates signed by manufacturer certifying materials comply with specified performance characteristics and criteria and physical requirements. C. Pre -Installation Meetings: conduct pre -installation meeting to verify project requirements, manufacturer's installation instructions and manufacturer's warranty requirements. D. Mock-ups: Construct mock-ups in accordance with Section 040510—Common Work Results for Masonry. 1.5 WASTE MANAGEMENT AND DISPOSAL A. Remove from site and dispose of packaging materials at appropriate recycling facilities. B. Collect and separate for disposal paper, plastic, polystyrene and corrugated cardboard packaging material for recycling in accordance with local collection services. 1.6 SCHEDULING OF WORK A. Submit work schedule indicating anticipated progress stages within time of final completion shown in bid document. B. Take measures necessary to complete work within approved schedule time. Schedule may not be changed without approval. 1.7 ALTERNATIVES A. Obtain Consultant's approval before changing manufacturer's brands, sources of supply of mortar materials or other methods of mixing mortar specified elsewhere in this specification. This rule applies during the entire contract. PART 2 - PRODUCTS 2.1 MATERIALS A. Use same brands of materials and source of aggregate for entire project. B. Mortar to ASTM C270; Grout: to ASTM C476. C. Aggregate: gradation to ASTM C144. Use well graded aggregate to match appearance at existing mortar. In the event that the sand does not meet the noted gradation requirements, the contractor will be required to carry our additional sieving to meet the requirements or provide alternate sand. ROCKEFELLER HALL NW HISTORIC - MORTARING EXTERIOR ENTRY STAIR 04 03 08-2 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 03 08 Ithaca, New York HISTORIC - MORTARING D. Colour: ground coloured natural aggregates or metallic oxide pigments. Colour of sand to match existing. E. Water: potable or from approved non -potable supply. F. Lime: 1. Hydrated lime: ASTM C207, type S. G. Portland Cement: ASTM C150, white, non -staining, Type I or Type II. H. Pre -blended mortar is acceptable, using the products and mix proportions specified in this Section. Aggregate and mix design data must be submitted for review. Calcium chloride is not to be used for any mortar. 2.2 PROPERTIES A. Bedding and pointing mortar for stonework: type N based on proportion specifications. 1. 1:1:6 cement: lime: aggregate mix for all locations. B. Allowable air content for all Lime Mortars: 5% to 8%. 2.3 MIXES A. Do not add air entraining admixture to mortar mix. PART 3 - EXECUTION 3.1 MANUFACTURER'S INSTRUCTIONS A. Compliance: comply with manufacturer's written data, including product technical bulletins, product catalogue installation instructions, product carton installation instructions, and data sheets. 3.2 CONSTRUCTION A. Do masonry mortar work in accordance with ACI 530.1/530.1R/ASCE 6/TMS 602, Specification for Masonry Structures, except where specified otherwise. 3.3 MIXING A. Prepare measuring boxes to ensure accurate proportioning of mortar ingredients. Each box to contain exact volume proportion for each specific mix ingredient. B. Introduce approximately 75% of the total volume of water into the mixer, followed by 50% of the sand and all of the dry hydrated lime. Mix for approximately 3 minutes or until the materials are thoroughly blended and no particles of white lime are apparent in the mix. C. Allow to stand for 5 minutes. ROCKEFELLER HALL NW HISTORIC - MORTARING EXTERIOR ENTRY STAIR 04 03 08-3 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 03 08 Ithaca, New York HISTORIC - MORTARING D. Add the full volume of Portland cement, the remainder of the sand and water. Mix for further 3-5 minutes until thoroughly blended and mortar has reached proper consistency. E. Add just sufficient water to obtain workable consistency for setting units. Avoid too wet a mix which stains the face of the work. Record water quantities and use for subsequent mixes to help ensure uniformity of all subsequent mixes. F. Adjust mix proportions based on percentage bulking shown in the test. G. Mixing by hand must be pre -approved by the Consultant, as follows: 1. Hand mixing must be carried out using high speed 2500 Rpm drill, with paddle mixer attachment. Mixing to be completed in sufficiently small container so as to allow full contact of the paddle with the mortar during the mixing process, thus ensuring thorough incorporation of ingredients and air entrainment. 2. Submit masonry tools and container for approval prior to starting pointing work. H. Clean all mixing boards and mechanical mixing machine between batches. Mortar must be weaker than the masonry units which it supports. J. Mortar must not contain elements detrimental to the original masonry or surrounding materials. K. Appoint one individual to mix mortar, for duration of project. In the event that this individual must be replaced, mortar mixing must cease until the new individual is trained, and mortar mix is tested. 3.4 CLEANING A. Upon completion of installation, remove surplus materials, rubbish, tools and equipment barriers. B. Remove droppings and splashings using clean sponge and water. C. Clean masonry with low pressure clean water and soft natural bristle brush. Water pressure should be between 40 and 60 psi. 3.5 PROTECTION OF COMPLETED WORK A. Cover completed and partially completed work not enclosed or sheltered with waterproof covering at end of each work day. Anchor securely in position. 3.6 FIELD QUALITY CONTROL A. Inspection and testing of mortar will be carried out by a Testing Laboratory designated by the Consultant, to ASTM C270 and ASTM C1314. B. Owner will pay for cost of test as specified. C. Provide mortar compression test prior to start of the work. D. Air content for all lime mortars must be tested at the same frequency as strength tests, or more frequently as required by the Consultant. ROCKEFELLER HALL NW HISTORIC - MORTARING EXTERIOR ENTRY STAIR 04 03 08-4 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 03 08 Ithaca, New York HISTORIC - MORTARING E. Test sand and aggregate for bulking at start of project, at each new sand delivery, and at severe change in weather. Verify moisture content conforms to ASTM C270. F. The Consultant reserves the right to reject sand if bulked volumes are excessive. END OF SECTION 040308 ROCKEFELLER HALL NW HISTORIC - MORTARING EXTERIOR ENTRY STAIR 04 03 08-5 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 03 42 Ithaca, New York HISTORIC — REPLACEMENT OF STONE SECTION 040342 HISTORIC — REPLACEMENT OF STONE PART 1 - GENERAL 1.1 RELATED SECTIONS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Section 040308 — Historic — Mortaring. C. Section 040510 — Common Work Results for Masonry. D. Section 040519 — Masonry Anchorage and Reinforcement. E. Section 044213 — Exterior Granite Stone for pavers and stair treads 1.2 REFERENCES A. American Society for Testing and Materials (ASTM) 1. ASTM C270-12, Specification for Mortar for Unit Masonry. 2. ASTM C616-96 Specification for Quartz -Based Dimension Stone (Sandstone). 3. ASTM C615-11, Specification for Granite Dimension Stone. 1.3 SHOP DRAWINGS A. Submit shop drawings in accordance with Section 013300 — Submittal Procedures. B. Submit shop drawings for all new stone required. Refer to drawings for locations. C. Drawings shall show all details for size, section, bedding, jointing, anchor or tying system and finish of stone. All dimensions must be based on accurate site measurements. D. Submit schedule of shop/fabrication drawings and expected delivery date of stone to site. This information must be submitted at the pre -construction kick-off meeting. 1.4 SAMPLES A. Submit samples in accordance with Section 013300 — Submittal Procedures. B. Submit samples of new stones not less than 5 days before masonry works begin. C. Samples from designated quarry: submit samples of replacement stones. Submit 2 sets of stone as follows: 1. Select samples from currently worked bed of quarry and accompanied by quarry certification. D. Samples should be representative of the full range of colour, visible markings, and finish to be supplied for the entire project. Indicate quarry bed or direction of bedding on samples. ROCKEFELLER HALL NW HISTORIC - REPLACEMENT EXTERIOR ENTRY STAIR OF STONE 04 03 42-1 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 03 42 Ithaca, New York HISTORIC — REPLACEMENT OF STONE E. Mortar Samples for Initial Selection: For each type and color required. Make Samples using same ingredients to be used on Project. 1.5 MOCK-UP A. Provide mock-up installation in accordance with Section 040510—Common Work Results for Masonry. 1.6 QUALITY ASSURANCE A. The qualifications of the stone masons working on replacement of stone, must be in accordance with Section 040510 — Common Work Results for Masonry. B. Make mason's workshop accessible to Consultant for inspection of current work -in -progress. C. Ensure work of this section is executed by personnel experienced in conservation of historic masonry. D. Employ workers specially trained and experienced in this type of work. E. Submit certified test reports on replacement stone in accordance with Section 040510 — Common Work Results for Masonry. 1.7 PRODUCT DELIVERY, STORAGE AND HANDLING A. One week following award of contract, provide confirmation to the Consultant that the stone order for this project has been submitted to the quarry. B. Deliver finished stone to site in substantial, purpose made containers, packed to avoid chipping damage or soiling from any means. C. Label each container to clearly indicate contents and location on structure. D. Indicate on each stone quarry bed or direction of bedding and location of stone on building, referenced to shop drawings. Mark stones where not exposed, with permanent markers. E. Avoid excessive handling, and protect against chipping, damage, soiling or staining. F. Damaged stone, and stone that is repaired prior to reaching site, will be rejected. PART 2 - PRODUCTS 2.1 MATERIALS A. New Stone: Stone to have similar mechanical and aesthetic properties to existing. The stone shall be the best selected quality stone, of uniform colour, texture, and strength, free from holes, shakes, cracks or other defects. Obtain approval from the Consultant of sample replacement prior to purchasing the stone. B. New Sandstone: Type II, medium density or better, to ASTM C-616. The following type of stone will be acceptable. 1. Dressed Building Stone: Berea Sandstone, color and finish to match existing. ROCKEFELLER HALL NW HISTORIC - REPLACEMENT 04 03 42-2 EXTERIOR ENTRY STAIR OF STONE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 03 42 Ithaca, New York HISTORIC — REPLACEMENT OF STONE C. New Granite: To ASTM C615; the following type of stone will be acceptable: 1. Doorway threshold slab: Zimbabwe Black Granite, thermal finish. 2. Stair Treads and Pavers: refer to 044213 Exterior Granite Stone. D. New New York Bluestone: 1. Cheekwall veneer: a. Color, texture, and grain to match existing. b. Faces to be quarry -faced (seam) and pitch -faced to match existing. 2.2 ANCHORS & FLASHING A. Dowels: stainless steel type 316. See Section 040519 — Masonry Anchorage and Reinforcement. B. Flashing: Freedom -Gray by Revere, ASTM B101.02 with a total weight of 12 to 15 pounds per 100 sf, cold rolled H00 or H01 temper, 16 oz/sf minimum weight. 2.3 FLEXIBLE MORTAR A. Shall be: 1. LymTal International, Inc.: Iso -Flex 980 2. Application: Use with the following units: a. Granite stair treads and pavers. Coping stone head joints. 3. Color: Provide submittals for manufacturer's standard color range. 2.4 STONE CUTTING A. Cut stone to shape and dimensions obtained from accurate measurements and profiles taken from existing stone, unless noted otherwise on Drawings. B. Ensure survey information is typical by taking profiles adjacent to location where new stone is to be set. C. Dress exposed faces true, make beds and joints same thickness as existing, but not to exceed 3/8" (8 mm) thickness, and at right angles to face. D. Execute moulded work from full size details. Make exposed arises in true alignment and ease slightly to prevent snipping. E. Cut stones for anchors, cramps, dowels and support systems. Provide lewis pin and clamp holes in pieces which cannot be manually handled. Do not cut holes in exposed surfaces. 2.5 TOLERANCES A. Fabrication tolerances shall not exceed. 1. 1/32" ± on any dimension. 2. 1/32" ± deviation from square. ROCKEFELLER HALL NW HISTORIC - REPLACEMENT 04 03 42-3 EXTERIOR ENTRY STAIR OF STONE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 03 42 Ithaca, New York HISTORIC — REPLACEMENT OF STONE 3. 1/32" ± deviation from flat surface on any exposed face. 2.6 BEDDING OF STONE A. All stone shall be supplied to be laid on its natural quarry bed with the following exceptions: 1. As indicated on the drawings. 2.7 FINISHES A. Dress exposed surfaces of moulded work to match existing. 2.8 FABRICATION OF REPLACEMENT STONE A. Record profile of existing stone. B. Cut and carve new stone to match existing profile. C. Obtain approval of new carved stone by Consultant prior to installation. 2.9 SOURCE QUALITY CONTROL A. Prepare mock-up of tooling of stone face, to be approved on site by the Consultant prior to commencement of the stone fabrication. 1. Random Ashlar dressed stone — provide height, length, and proportions to match existing. PART 3 - EXECUTION 3.1 PREPARATION A. Prevent absorption of ground water and exposure to rain. Rest stones in their natural bedding during weathering. B. Move and lift stone units using means to prevent damage. Submit stone units dropped or impacted to Consultant for inspection and approval. Do not make holes or indentations for Lewises or dogs on face or top side of stone. C. Indicate bedding planes of stone units. Duplicate bedding marks on usable pieces of cut stone. D. Place safety devices and signs near work area, as directed. E. Install shoring and supports as required. F. Cover adjacent fragile surfaces. 3.2 REMOVAL OF EXISTING STONE (BEREA SANDSTONE) A. Record photographically from all aspects, those areas allocated for dismantling, prior to starting work. ROCKEFELLER HALL NW HISTORIC - REPLACEMENT EXTERIOR ENTRY STAIR OF STONE 04 03 42-4 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 03 42 Ithaca, New York HISTORIC — REPLACEMENT OF STONE B. Using elevation drawings, accurately number each stone to be removed, and record its position. Numbering must correspond to the shop drawings. C. Where existing stone to be reset, mark stone on face, before removal, using marking product which can be completely erased when required, without damaging masonry unit. D. Use approved methods to loosen stones which will cause no damage either to stones or to other architectural elements. E. Do not use circular millstone or saw, pneumatic chisel, steel tools exerting concentrated pressure on edge of stone. Obtain Consultant's approval for use of power tools before commencing work. F. Loosen wet masonry only when temperature is above freezing point. G. Place detached stones on wood surfaces during handling. Prevent contact with metal or vegetation. H. Clean stone by wet scrubbing with vegetable fibre brush unless otherwise instructed by Consultant. Do not use high pressure water jet. For stones to be reset, remove excess mortar by chisel. 3.3 CUTTING/SIZING OF STONE A. Use calipers, squares and levels to measure hole for new stone. Allow for mortar joints to match existing. Where existing joints are narrower, confirm joint thickness with Consultant prior to cutting stone. 3.4 MOVING STONES A. Move stones horizontally in wheelbarrows or on sleds. B. Move Targe stones using nylon belts properly spaced to provide a safe and even bearing on the stone. C. Use straps to lift stones to working level. D. Slide stones into place on wood ramps. 3.5 INSERTING NEW STONE (BEREA SANDSTONE AND BLUESTONE) A. Clean stone by washing with water and natural fibre brush before laying. B. Dampen surfaces of slot and apply mortar. C. Lay heavy stones and projecting stones after mortar in courses below has hardened sufficiently to support weight. D. Prop and anchor projecting stones until wall above is set. E. Set large stones on water soaked softwood wedges to support stone in proper alignment until mortar has set. Remove wedges when dry, do not break off. ROCKEFELLER HALL NW HISTORIC - REPLACEMENT 04 03 42-5 EXTERIOR ENTRY STAIR OF STONE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 03 42 Ithaca, New York HISTORIC — REPLACEMENT OF STONE F. Insert and compress firm mortar to within 1 1/4" (30mm) of pointing surface. Allow mortar to set 24 hours. G. Remove mortar droppings from face of stone, before mortar is set. Sponge stone free of mortar along joints as work progresses. H. Use stainless steel anchors to fix stone face plates as indicated. Provide minimum of two anchors per stone. Install anchors, dowels and cramps. J. Set stones plumb, true, level in full bed of mortar with vertical joints flushed full except where otherwise specified. Completely fill anchor, dowel and lifting holes and voids left by removed edges. K. Mortar solid all voids behind stone using specified mortar. 3.6 PROTECTION A. Cover top of completed and partially completed wall, not enclosed or sheltered, with weatherproof coverings at end of each working day. Drape cover over wall and extend 18" (0.5 m) down both sides. Anchor securely in position. Prevent finished work from curing too quickly. B. Protect adjacent work from marking or damage due to work. C. Provide temporary bracing of masonry work during erection until permanent structure provides adequate bracing. 3.7 FILLING JOINTS/POINTING A. Keep new mortar moist for 3 days to cure. END OF SECTION 040342 ROCKEFELLER HALL NW HISTORIC - REPLACEMENT EXTERIOR ENTRY STAIR OF STONE 04 03 42-6 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 05 10 Ithaca, New York COMMON WORK RESULTS FOR MASONRY SECTION 040510 COMMON WORK RESULTS FOR MASONRY PART 1 - GENERAL 1.1 RELATED SECTIONS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Section 040308 — Historic - Mortaring. C. Section 040519 — Masonry Anchorage and Reinforcement. 1.2 REFERENCES A. American Concrete Institute (ACI) 1. ACI 530.1/530.1R-05/ASCE 6-02/TMS 602-02, Specification for Masonry Structures. 1.3 SUBMITTALS A. Product Data. 1. Submit manufacturer's printed product literature, specifications and data sheet in accordance with Section 013300 — Submittal Procedures. B. Shop Drawings. 1. Where existing masonry becomes laterally unsupported during construction, provide shop drawings for temporary bracing, stamped by a Professional Engineer registered in the State of New York. C. Samples. 1. Submit samples in accordance with Section 013300 — Submittal Procedures. 2. Submit samples. a. One of each type of masonry anchor or fastener proposed for use. 3. The approved samples shall become the standard material to be used. D. Manufacturer's Instructions. 1. Submit manufacturer's installation instructions. 1.4 QUALITY ASSURANCE A. Test Reports. ROCKEFELLER HALL NW COMMON WORK RESULTS 04 05 10-1 EXTERIOR ENTRY STAIR FOR MASONRY APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 05 10 Ithaca, New York COMMON WORK RESULTS FOR MASONRY 1. Submit certified test reports showing compliance with specified performance characteristics and physical properties. 2. Submit laboratory test reports in accordance Section 013300 — Submittal Procedures. 3. Submit laboratory test reports certifying compliance of masonry units and mortar ingredients with specification requirements. 4. For granite and sandstone replacement units, submit test reports confirming compressive strength, density and porosity, to requirements set out in referenced ASTM Standards. B. Certificates: submit product certificates signed by manufacturer certifying materials comply with specified performance characteristics and criteria and physical requirements. C. Mock-ups. 1. Construct mock-up panel of masonry wall construction 4'x6' (1200 x 1800 mm) minimum showing masonry colors and textures, use of anchors, repair mortars, jointing, mortar, tooling and workmanship. 2. Mock-up will be used: a. To judge workmanship, substrate preparation, operation of equipment and material application. 3. Construct mock-up where directed. 4. Allow 48 hours for inspection of mock-up by Consultant before proceeding with work. 5. When accepted by Consultant, mock-up will demonstrate minimum standard for this work. Mock-up may remain as part of finished work. 6. Start work only upon receipt of written approval of the mock-up by the Consultant. D. Pre -Installation Meetings: conduct pre -installation meeting to verify project requirements, manufacturer's installation instructions and manufacturer's warranty requirements. E. The principal mason and site superintendent, engaged by the Masonry Contractor must have a minimum of ten (10) years experience with historic masonry similar to this project, and can demonstrate an ability to pass a hands-on test of skills, if so administered by the Consultant. These individuals must be identified prior to signing of Contract. The Consultant has the right to reject either of these individuals, if their qualifications cannot be substantiated. The Consultant has the right to reject any mason who does not demonstrate the appropriate abilities or experience on the following tasks: 1. Raking joints by hand. 2. Cutting and carving granite and sandstone. 3. Pinning techniques. 4. Historical pointing. F. All masons employed on this project must demonstrate the ability to reproduce the mock up standards. G. All masons employed on this project must meet the above requirements. Where, during the course of the project, masons leave the work force, replacement masons must also meet requirements. ROCKEFELLER HALL NW COMMON WORK RESULTS 04 05 10-2 EXTERIOR ENTRY STAIR FOR MASONRY APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 05 10 Ithaca, New York COMMON WORK RESULTS FOR MASONRY 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, handle and protect materials in accordance with manufacturer's requirements. B. Deliver materials to job site in dry condition. C. Storage and Protection. 1. Keep materials dry until use. 2. Store under waterproof cover on pallets or plank platforms held off ground by means of plank or timber skids. 1.6 WASTE MANAGEMENT AND DISPOSAL A. Remove from site and dispose of packaging materials at appropriate recycling facilities. B. Collect and separate for disposal paper, plastic, polystyrene, corrugated cardboard packaging material in appropriate on-site recycling containers, in accordance with local collection services. C. Unused metal materials are to be diverted from landfill to a metal recycling facility as approved by Consultant. D. Unused or damaged masonry materials must be diverted from landfill to a local facility as approved by Consultant. 1.7 SITE CONDITIONS A. Site Environmental Requirements. 1. Cold weather requirements. a. Maintain temperature of mortar between 40°F (5°C) and 95°F (35°C) until batch is used or becomes stable. b. Maintain ambient temperature between 40°F (5°C) and 95°F (35°C) and protect site from wind chill. c. Cover mortar less than 7 days old with tarpaulins when temperature is forecast to fall below 40°F (5°C), and insulated tarpaulins when temperature is forecast to fall below 32°F (0°C). d. Provide heating of masonry work when air temperature falls below 25°F (-4°C). e. Maintain mean temperature of masonry above 32°F (0°C) for a minimum of 7 days, after mortar is installed. f. Do not repoint if the temperature is forecast to drop below 19°F (-7°C) in the following 24 hours. g. Any unheated section of wall must be preheated in its enclosure for a minimum period of 72 hours above 50°F (10°C), before any mortar is applied. B. Hot weather requirements. 1. Protect freshly laid masonry from drying too rapidly, by means of waterproof, non -staining coverings. ROCKEFELLER HALL NW COMMON WORK RESULTS 04 05 10-3 EXTERIOR ENTRY STAIR FOR MASONRY APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 05 10 Ithaca, New York COMMON WORK RESULTS FOR MASONRY 2. Protect masonry using waterproof, non -staining coverings that extend over walls and down sides sufficient to protect walls from wind driven rain, until masonry work is completed and protected by flashings or other permanent construction. 3. Spray the mortar surface at intervals to keep it moist for a minimum of three days after installation. C. Maintain minimum/maximum thermometers and relative humidity gauges on site and maintain a daily record of temperature and humidity. 1.8 PERFORMANCE A. The following will be considered deficiencies in the work in addition to any failure to meet other provisions of these specifications: 1. Mortar shrinkage cracks between units. 2. Unfilled joints. 3. Spalling of units or joints. 4. Poor color or texture blending of joints or units. 5. Dusting, efflorescence of joints or units. 6. Surface discoloration, discoloration, variance of color or crumbling of mortar. 7. Failure of anchors of built-in items. 8. Sloppy fitting, or otherwise poor workmanship in leveling, bedding or jointing of units. 9. Failure to match adjacent work or failure to match control test area. 10. Failure to adequately cure the mortar. PART 2 - PRODUCTS 2.1 MATERIALS A. Masonry materials are specified in Related Sections. PART 3 - EXECUTION 3.1 MANUFACTURER'S INSTRUCTIONS A. Compliance: comply with manufacturer's written data, including product technical bulletins, product catalogue installation instructions, product carton installation instructions, and data sheets. 3.2 PREPARATION A. Provide temporary bracing of masonry work during and after erection until permanent lateral support is in place. B. Bracing must be approved by Consultant. 3.3 INSTALLATION A. Do masonry work in accordance with ACI 530.1/530.1R/ASCE 6/TMS 602 except where specified otherwise. ROCKEFELLER HALL NW COMMON WORK RESULTS 04 05 10-4 EXTERIOR ENTRY STAIR FOR MASONRY APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 05 10 Ithaca, New York COMMON WORK RESULTS FOR MASONRY 3.4 SITE TOLERANCES A. In accordance with ACI 530.1/530.1R/ASCE 6/TMS 602. 3.5 FIELD QUALITY CONTROL A. Inspection and testing per Section 1.4.A will be carried out by Testing Laboratory where designated by Consultant. B. Owner will pay costs for testing. 3.6 CLEANING A. Perform cleaning after installation, and when mortar has fully hardened, to remove construction and accumulated environmental soiling. B. Upon completion of installation, remove surplus materials, rubbish, tools and equipment barriers. 3.7 PROTECTION A. Protect masonry and other work from marking and other damage. Protect completed work from mortar droppings. Use non -staining coverings. END OF SECTION 040510 ROCKEFELLER HALL NW COMMON WORK RESULTS 04 05 10-5 EXTERIOR ENTRY STAIR FOR MASONRY APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 05 19 Ithaca, New York MASONRY ANCHORAGE AND REINFORCEMENT SECTION 040519 MASONRY ANCHORAGE AND REINFORCEMENT PART 1 - GENERAL 1.1 RELATED SECTIONS A. Section 040510 - Common Work Results for Masonry. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM) 1. ASTM A496-07, Specification for Steel Wire, Deformed, for Concrete Reinforcement. 2. ASTM A666-03, Specification for Annealed or Cold -Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar. 3. ASTM C1242-05, Guide for Design, Selection, and Installation of Exterior Dimension Stone Anchors and Anchoring Systems. 1.3 SUBMITTALS A. Product Data 1. Submit manufacturer's printed product literature, specifications and data sheet in accordance with Section 013300 — Submittal Procedures. 2. Submit two copies of MSDS - Material Safety Data Sheets in accordance with Section 013300 — Submittal Procedures. Indicate VOC's for epoxy coatings and galvanized protective coatings and touch-up products. 3. Submit product data on stainless steel anchors, plates and bent plates. B. Shop Drawings 1. Submit shop drawings in accordance with Section 013300 — Submittal Procedures. 2. Shop drawings consist of anchorage details. 3. On placing drawings, indicate sizes, spacing, location and quantities of reinforcement and connectors. 4. Shop drawings must show details of the anchors and fasteners, specify required hole size to be cored in the stone, and installation procedures. C. Manufacturer's Instructions: 1. Submit manufacturer's installation instructions. 1.4 FIELD MEASUREMENTS A. Make all field measurements necessary to ensure the proper fit of all members. 1.5 QUALITY ASSURANCE A. Test Reports: submit certified test reports showing compliance with specified performance characteristics and physical properties. ROCKEFELLER HALL NW MASONRY ANCHORAGE 04 05 19-1 EXTERIOR ENTRY STAIR AND REINFORCEMENT APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 05 19 Ithaca, New York MASONRY ANCHORAGE AND REINFORCEMENT B. Certificates: submit product certificates signed by manufacturer certifying materials comply with specified performance characteristics and criteria and physical requirements. C. Pre -Installation Meetings: conduct pre -installation meeting to verify project requirements, manufacturer's installation instructions and manufacturer's warranty requirements. 1.6 WASTE MANAGEMENT AND DISPOSAL A. Remove from site and dispose of packaging materials at appropriate recycling facilities. B. Collect and separate for disposal paper, plastic, polystyrene, corrugated cardboard, packaging material for recycling in accordance with local collection services. C. Divert unused metal materials from landfill to metal recycling facility approved by Consultant. PART 2- PRODUCTS 2.1 MATERIALS A. Dowels/pins: threaded stainless steel, Grade 316. B. Masonry Anchors: Type 316 stainless steel conforming to ASTM A666. Anchors to be supplied as per Drawings, and shall include cast -in-place dovetail anchor slots and ties. 2.2 FABRICATION A. Ship reinforcement and connectors, clearly identified in accordance with drawings. 2.3 SOURCE QUALITY CONTROL A. Provide Consultant with certified copy of mill test report of masonry anchors and connectors, showing physical and chemical analysis, minimum 2 weeks prior to commencing reinforcement work. B. Inform Consultant of proposed source of material to be supplied. PART 3 - EXECUTION 3.1 MANUFACTURER'S INSTRUCTIONS A. Compliance: comply with manufacturer's written data, including product technical bulletins, product catalogue installation instructions, product carton installation instructions, and data sheets. 3.2 GENERAL A. Supply and install masonry connectors and reinforcement in accordance with ASTM C1242, unless indicated otherwise. B. Prior to placing bedding mortar, obtain Consultant's approval of placement of reinforcement and connectors. Supply and install additional reinforcement to masonry as indicated. ROCKEFELLER HALL NW MASONRY ANCHORAGE 04 05 19-2 EXTERIOR ENTRY STAIR AND REINFORCEMENT APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 05 19 Ithaca, New York MASONRY ANCHORAGE AND REINFORCEMENT C. The use of expansion type anchors for temporary or permanent applications is prohibited. 3.3 ANCHORS A. Supply and install metal anchors as indicated. B. Screws to be installed in holes drilled with matched tolerance carbide -tipped drill bits. Installation to be in accordance with manufacturer's instructions. 3.4 CLEANING A. Upon completion of installation, remove surplus materials, rubbish, tools and equipment barriers. END OF SECTION 040519 ROCKEFELLER HALL NW MASONRY ANCHORAGE EXTERIOR ENTRY STAIR AND REINFORCEMENT 04 05 19-3 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 42 13 Ithaca, New York EXTERIOR GRANITE STONE SECTION 044213 EXTERIOR GRANITE STONE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Dimension stone trim units, including paver and threshold slabs. 2. Dimension stone stair treads. B. Related Requirements: 1. Section 033000 "Cast -in -Place Concrete" for installing anchors in concrete for anchoring dimension stone. 1.3 DEFINITIONS A. Definitions contained in ASTM C 119 apply to this Section. B. IBC: International Building Code. 1.4 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.5 ACTION SUBMITTALS A. Product Data: For each variety of stone, stone accessory, and manufactured product. B. Shop Drawings: Show fabrication and installation details for dimension stone assembly, including dimensions and profiles of stone units, and other dimension stone elements. 1. Show locations and details of joints both within dimension stone tread assembly and between dimension stone slab assembly and other construction. 2. Include details of mortar joints pointed with flexible mortar. 3. Show locations and details of anchors. 4. Show direction of veining, grain, or other directional pattern. C. Samples for Initial Selection: For joint materials involving color selection. D. Stone Samples for Verification: Sets for each variety, color, and finish of stone required; not less than 12 inches square and 1 '/2 inches thick. ROCKEFELLER HALL NW EXTERIOR GRANITE 04 42 13-1 EXTERIOR ENTRY STAIR STONE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 42 13 Ithaca, New York EXTERIOR GRANITE STONE 1. Sets shall consist of at least three Samples, exhibiting extremes of the full range of color and other visual characteristics expected and will establish the standard by which stone will be judged. E. Flexible Mortar Samples for Verification: For each type and color of flexible mortar material required. 1.6 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer and fabricator. B. Source quality -control reports. C. Cold -Weather Procedures: Detailed description of methods, materials, and equipment to be used to comply with cold -weather requirements. 1.7 QUALITY ASSURANCE A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate dimension stone assemblies similar to that required for this Project and whose products have a record of successful in-service performance. B. Installer Qualifications: A firm or individual experienced in installing dimension stone paver slabs and stair tread assemblies similar in material, design, and extent to that indicated for this Project, whose work has a record of successful in-service performance. C. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Build mockups separate from final work area showing all components. a. Include typical components, attachments to substrate structure, and methods of installation. b. Include flexible mortar filled joint. 2. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. 1.8 DELIVERY, STORAGE, AND HANDLING A. Store and handle stone and related materials to prevent deterioration or damage due to moisture, temperature changes, contaminants, corrosion, breaking, chipping, and other causes. 1. Lift stone with wide -belt slings; do not use wire rope or ropes that might cause staining. Move stone, if required, using dollies with cushioned wood supports. 2. Store stone on wood skids or pallets with nonstaining, waterproof covers. Arrange to distribute weight evenly and to prevent damage to stone. Ventilate under covers to prevent condensation. B. Mark stone units, on surface that will be concealed after installation, with designations used on Shop Drawings to identify individual stone units. Orient markings on vertical panels so that they are right side up when units are installed. ROCKEFELLER HALL NW EXTERIOR GRANITE 04 42 13-2 EXTERIOR ENTRY STAIR STONE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 42 13 Ithaca, New York EXTERIOR GRANITE STONE C. Deliver sealants to Project site in original unopened containers labeled with manufacturer's name, product name and designation, color, expiration period, pot life, curing time, and mixing instructions for multicomponent materials. D. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. E. Store aggregates in locations where grading and other required characteristics can be maintained and where contamination can be avoided. 1.9 FIELD CONDITIONS A. Protect dimension stone during erection by doing the following: 1. Cover tops of dimension stone installation with nonstaining, waterproof sheeting at end of each day's work. Cover partially completed structures when work is not in progress. Extend cover a minimum of 24 inches down both sides and hold securely in place. 2. Prevent staining of stone from mortar, grout, sealants, and other sources. Immediately remove such materials without damaging stone. 3. Protect sills, ledges, and projections from mortar, waterproofing, and flexible mortar droppings. B. Cold -Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Remove and replace dimension stone. C. ding damaged by frost or freezing conditions. Comply with cold -weather construction and protection requirements for masonry contained in ACI 530.1/ASCE 6/TMS 602. D. Hot -Weather Requirements: Comply with hot -weather construction and protection requirements for masonry contained in ACI 530.1/ASCE 6/TMS 602. E. Environmental Limitations for Sealants: Do not install sealants when ambient and substrate temperatures are outside limits permitted by sealant manufacturer or below 40 deg F or when joint substrates are wet. 1.10 COORDINATION A. Coordinate installation of inserts that are to be embedded in concrete or masonry, and similar items to be used by dimension stone Installer for anchoring, supporting dimension stone assembly. Furnish setting drawings, templates, and directions for installing such items and deliver to Project site in time for installation. B. Time delivery and installation of dimension stone to avoid extended on-site storage and to coordinate with work adjacent to dimension stone scope. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Source Limitations for Stone: Obtain each variety of stone from single quarry with resources to provide materials of consistent quality in appearance and physical properties. ROCKEFELLER HALL NW EXTERIOR GRANITE 04 42 13-3 EXTERIOR ENTRY STAIR STONE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 42 13 Ithaca, New York EXTERIOR GRANITE STONE 1. For stone types that include same list of varieties and sources, provide same variety from same source for each. 2. Make quarried blocks available for examination by Architect. B. Source Limitations for Other Materials: Obtain each type of stone accessory, sealant, and other material from single manufacturer for each product. 2.2 GRANITE A. Material Standard: Comply with ASTM C 615. B. Description: Uniform, fine-grained, red with grays or black gray stone. C. Varieties and Sources: Subject to compliance with requirements, available stone varieties that may be incorporated into the Work include, but are not limited to, the following: 1. Dakota Mahogany Granite 2. Grand Mahogany Granite 3. Zimbabwe Black Granite D. The design intent is to match the existing granite for stair treads and pavers as well as provide a black/gray color granite to resemble bluestone at door threshold. E. Cut stone from one block or contiguous, matched blocks in which natural markings occur.Finish: 1. All stair treads, threshold slab, and pavers shall have a thermal finish to all exposed surfaces. G. Match approved samples for color, finish, and other stone characteristics relating to aesthetic effects. H. Thickness: As indicated on drawings. 2.3 ANCHORS AND FASTENERS A. Fabricate anchors, including shelf angles, from stainless steel, ASTM A 240 or ASTM A 666, Type 316. B. Fabricate dowels and pins for anchors from stainless steel, ASTM A 276, Type 316. C. Post installed Anchor Bolts for Concrete and Masonry: Chemical anchors made from Type 316 stainless-steel components complying with ASTM F 593 (threaded rods), ASTM F 594 (nuts), and ASTM A 240 (washers). 2.4 DRAINAGE MAT A. Carlisle Coatings and Waterproofing MiraDRAIN HC 2.5 SAND BEDDING COURSE A. Shall be ASTM - C33 Concrete Sand. ROCKEFELLER HALL NW EXTERIOR GRANITE 04 42 13-4 EXTERIOR ENTRY STAIR STONE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 42 13 Ithaca, New York EXTERIOR GRANITE STONE 2.6 GRANITE PAVER JOINT FILLER A. Shall be NYSDOT No. 1B stone. 2.7 FLEXIBLE MORTAR A. Shall be: 1. LymTal International, Inc.: Iso -Flex 980 2. Application: Use with the following units: a. Granite Stair tread end joints and granite paver slab joints. 3. Color: Provide submittals for manufacturer's standard color range in concrete gray. 2.8 STONE FABRICATION A. General: Fabricate stone units in sizes and shapes required to comply with requirements indicated. 1. For granite, comply with recommendations in NBGQA's "Specifications for Architectural Granite." B. Control depth of stone and back check to maintain minimum clearance of 1 inch between backs of stone units and surfaces or projections of structural members, backup walls, and other work behind stone. C. Dress joints (bed and vertical) straight and at right angle to face unless otherwise indicated. Shape beds to fit supports. D. Cut and drill sinkages and holes in stone for anchors, fasteners, supports, and lifting devices as indicated or needed to set stone securely in place. E. Finish exposed faces and edges of stone to comply with requirements indicated for finish and to match approved samples and mockups. F. Quirk -miter corners unless otherwise indicated; provide for cramp anchorage in top and bottom bed joints of corner pieces. G. Cut stone to produce uniform joint widths and in locations indicated. H. Contiguous Work: Provide chases, reveals, reglets, openings, and similar features as required to accommodate contiguous work. Fabricate molded work, including washes and drips, to produce stone shapes with a uniform profile throughout entire unit length, with precisely formed arris slightly eased to prevent snipping, and with matching profile at joints between units. 1. Produce moldings and molded edges with machines that use abrasive shaping wheels made to reverse contour of molding shape. J. Clean sides and ends of stone to remove rust stains, iron particles, and stone dust. ROCKEFELLER HALL NW EXTERIOR GRANITE 04 42 13-5 EXTERIOR ENTRY STAIR STONE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 42 13 Ithaca, New York EXTERIOR GRANITE STONE K. Inspect finished stone units at fabrication plant for compliance with requirements for appearance, material, and fabrication. Replace defective units. 1. Grade and mark stone for overall uniform appearance when assembled in place. Natural variations in appearance are acceptable if installed stone units match range of colors and other appearance characteristics represented in approved samples and mockups. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces to receive dimension stone and conditions under which dimension stone will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of dimension stone. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 SETTING DIMENSION STONE, GENERAL A. Before setting stone, clean surfaces that are dirty or stained by removing soil, stains, and foreign materials. Clean stone by thoroughly scrubbing with fiber brushes and then drenching with clear water. Use only mild cleaning compounds that contain no caustic or harsh materials or abrasives. B. Execute dimension stone installation by skilled mechanics and employ skilled stone fitters at Project site to do necessary field cutting as stone is set. 1. Use power saws with diamond blades to cut stone. Produce lines cut straight and true, with edges eased slightly to prevent snipping. Limit field cutting to only where necessary, other stone to be precisely shop cut. C. Contiguous Work: Provide reveals, reglets, and openings as required to accommodate contiguous work. D. Set stone to comply with requirements indicated. Install anchors, supports, fasteners, and other attachments indicated or necessary to secure dimension stone in place. Shim and adjust anchors, supports, and accessories to set stone accurately in locations indicated, with uniform joints of widths indicated, and with edges and faces aligned according to established relationships and indicated tolerances. E. Keep cavities open where unfilled space is indicated between back of stone units and substrate; do not fill cavities with mortar or grout. 3.3 SETTING MECHANICALLY ANCHORED DIMENSION STONE A. Set dimension stone with mechanical anchors without mortar unless otherwise indicated. B. Attach anchors securely to stone and to backup surfaces. Comply with recommendations in ASTM C 1242. ROCKEFELLER HALL NW EXTERIOR GRANITE 04 42 13-6 EXTERIOR ENTRY STAIR STONE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 42 13 Ithaca, New York EXTERIOR GRANITE STONE C. Provide compressible filler in ends of dowel holes and bottoms of kerfs to prevent end bearing of dowels and anchor tabs on stone. Fill remainder of anchor holes and kerfs with sealant indicated for filling kerfs. D. Set stone supported on clips or continuous angles on resilient setting shims. Use material of thickness required to maintain uniform joint widths and to prevent point loading of stone on anchors. Hold shims back from face of stone a distance at least equal to width of joint. 3.4 JOINT FLEXIBLE MORTAR INSTALLATION A. Prepare joints and apply flexible mortar of type and at locations indicated. 3.5 INSTALLATION TOLERANCES A. Variation from Plumb: For vertical lines and surfaces of walls, do not exceed 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch in 40 feet or more. For external corners, corners and jambs within 20 feet of an entrance, expansion joints, and other conspicuous lines, do not exceed 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 3/8 inch in 40 feet or more. B. Variation from Level: For stair treads, threshold slabs, paver slabs, horizontal bands, horizontal grooves, and other conspicuous lines, do not exceed 1/8 inch in 10 feet or 1/4 maximum. C. Variation of Linear Building Line: For positions shown in plan and related portions of walls and partitions, do not exceed 1/4 inch in 20 feet or'/ inch in 40 feet or more. D. Variation in Cross -Sectional Dimensions: For thickness of stone from dimensions indicated, do not exceed plus or minus 1/4 inch. E. Variation in Joint Width: Do not vary from average joint width more than plus or minus 1/8 inch or a quarter of nominal joint width, whichever is less. For joints within 60 inches of each other, do not vary more than 1/8 inch or a quarter of nominal joint width, whichever is less from one to the other. F. Variation in Plane between Adjacent Stone Units (Lipping): Do not exceed 1/16 -inch difference between planes of adjacent units. 3.6 ADJUSTING AND CLEANING A. Remove and replace broken, chipped, stained, or otherwise damaged stone, defective joints, and dimension stone that does not match approved samples and mockups. Damaged stone may be repaired if Architect approves methods and results. B. Replace damaged or defective work in a manner that results in dimension stone matching approved samples and mockups, complying with other requirements, and showing no evidence of replacement. C. In -Progress Cleaning: Clean dimension stone as work progresses. Remove mortar fins and smears before tooling joints. Remove excess sealant and smears as sealant is installed. D. Final Cleaning: Clean dimension stone no fewer than six days after completion of pointing and sealing, using clean water and stiff -bristle fiber brushes. Do not use wire ROCKEFELLER HALL NW EXTERIOR GRANITE 04 42 13-7 EXTERIOR ENTRY STAIR STONE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 04 42 13 Ithaca, New York EXTERIOR GRANITE STONE brushes, acid -type cleaning agents, cleaning agents containing caustic compounds or abrasives, or other materials or methods that could damage stone. END OF SECTION 044213 ROCKEFELLER HALL NW EXTERIOR GRANITE 04 42 13-8 EXTERIOR ENTRY STAIR STONE APRIL 7, 2017 CORNELL UNIVERSITY SECTION 05 52 13 Ithaca, New York SITE RAILINGS SECTION 055213 SITE RAILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Section 033000 — Cast -in -Place Concrete: Placement of rail post stems in concrete. 1.2 SUMMARY A. This Section includes the following: 1. Copper alloy decorative railings 1.3 DEFINITIONS A. Definitions in ASTM E 985 for railing -related terms apply to this section. 1.4 SUBMITTALS A. Product Data: 1. Manufacturers product lines of mechanically connected railings. 2. Railing accessories. B. Shop drawings showing fabrication and installation of handrails and railings including plans, elevations, sections, details of components, and attachments to other units of work. C. Samples for Verification: For each type of finish required. D. Mill Certificates: Signed by manufacturers of metal products certifying that products furnished comply with the requirements. E. Welding Certificates. F. Filler metals for welding and brazing. 1.5 QUALITY ASSURANCE A. Single -Source Responsibility: Obtain handrails and railing systems of each type and material from a single manufacturer. B. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years documented experience. C. Welding Qualifications: Qualify procedures and personnel according to the following: ROCKEFELLER HALL NW SITE RAILINGS 05 52 13-1 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 05 52 13 Ithaca, New York SITE RAILINGS 1. AWS D1.1 "Structural Welding Code — Steel." 2. AWS D1.6 "Structural Welding Code — Stainless Steel" D. Brazing Qualifications: Qualify procedures and personnel according to AWS B2.2. E. Regulatory Requirements: 1. Components and installation are to follow current ADA and ICC/ANSI 117.1 guidelines. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the job site in good condition and properly protected against damage to finished surfaces. B. Storage on site: 1. Store material in a location and in a manner to avoid damage. Stack in a way to prevent bending. 2. Store handrails and railing systems in clean, dry location away from uncured concrete and masonry. Cover with waterproof paper, tarpaulin, or polyethylene sheeting; allow for air circulation inside the covering. C. Keep handling on site to a minimum. Exercise particular care to avoid damage to finishes of materials. 1.7 WARRANTY A. See Section 017836 — Warranties and Bonds, for additional warranty requirements. B. Correct defective Work within a one-year period after Date of Substantial Completion. 1.8 PROJECT CONDITIONS A. Field Measurements: Where handrails and railings are indicated construction, check actual dimensions of other construction by measurements before fabrication; show recorded measurements on final Coordinate fabrication schedule with construction progress to avoid delay PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Architectural Bronze Railing and components shall be as manufactured by JULIUS BLUM & CO., INC. of Carlstadt, New Jersey (800) 526-6293. to fit to other accurate field shop drawings. of Work. and distributed B. Ornamental bronze handrails shall be fabricated by a qualified railing fabricator, specializing in ornamental bronze railings. 1. Owner approved qualified bronze railing fabricators: a. Keicher Metalarts, Albany, NY ROCKEFELLER HALL NW SITE RAILINGS EXTERIOR ENTRY STAIR 05 52 13-2 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 05 52 13 Ithaca, New York SITE RAILINGS b. Cohen & Sons, Philadelphia, PA c. Artistic Iron Works, LLC, Norwalk, CT 2.2 METALS A. General: Provide metal forms and types that comply with requirements of referenced standards and that are free from surface blemishes where exposed to view in the finished unit. Exposed -to -view surfaces exhibiting pitting, seam marks, roller marks, stains, discolorations, or other imperfections on finished units are not acceptable. B. Stainless Steel Rods: Cold -Worked Type 316. Stainless steel with resulting yield strength exceeding 50 ksi and percent elongation exceeding 20. C. Stainless Steel Plate: Type 316 stainless steel. D. Copper Alloys: 1. Castings: C86500 meeting ASTM B 584 for sand castings 2. Extrusions: C38500 (Architectural Bronze) meeting ASTM B 455 2.3 WELDING MATERIALS, FASTENERS, AND ANCHORS A. Welding Electrodes and Filler Metal: Provide type and alloy of filler metal and electrodes as recommended by producer of metal to be welded and as required for color match, strength, and compatibility in fabricated items. B. Fasteners for Anchoring Railings to Other Construction: Type 316 stainless steel. 1. Fasteners for Connecting Railing components together: Type 316 stainless steel. 2.4 FABRICATION A. General: Fabricate handrails and railing systems to comply with requirements indicated for dimensions, details, finish, and member sizes, including wall thickness of hollow members, post spacing, and anchorage. B. Preassemble railing systems in shop to greatest extent possible to eliminate field splicing and assembly. 1. Field welding for railing installation is not permitted. 2. Verify dimensions on site prior to submission of final shop drawings. C. Form changes in direction of railing members by bending. D. Shop -Welded Connections of Rail Post Stems: comply with AWS requirements. 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. Seal weld all connections of tubular members to prevent moisture intrusion. ROCKEFELLER HALL NW SITE RAILINGS 05 52 13-3 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 05 52 13 Ithaca, New York SITE RAILINGS E. Non -welded Connections: Fabricate railing systems and handrails for connection of members by means of railing manufacturer's standard concealed mechanical fasteners and fittings unless otherwise indicated. Fabricate members and fittings to produce flush, smooth, rigid, hairline joints. F. Shear and punch metals cleanly and accurately. Remove burrs from exposed cut edges. G. Fabricate joints that will be exposed to weather in a manner to exclude water. 2.5 FINISHES, GENERAL A. Comply with NAAMM "Metal Finishes Manual" for designations of finishes. B. Protect mechanical finishes on exposed surfaces from damage by application of strippable, temporary protective covering prior to shipment. C. Finishes for metals: 1. Stainless Steel Rail Post stems: Mill Finish. 2. Copper Alloy Extrusions and Castings: M32 — Mechanical Finish, Directional Textured, Medium Satin. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify field conditions are acceptable and are ready to receive work. 3.2 PREPARATION A. Coordinate setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, such as sleeves, concrete inserts, anchor bolts, and miscellaneous items having integral anchors, that are to be embedded in concrete as masonry construction. Coordinate delivery of such items to project site. B. Supply items required to be cast into concrete or embedded in masonry with setting templates, for installation as work of other sections. 3.3 INSTALLATION, GENERAL A. Install in accordance with approved shop drawings and manufacturer's instructions. B. Install components plumb and level, accurately fitted, free from distortion or defects, with tight joints. C. File exposed connections accurately together to form tight, hairline joints. D. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installation of handrails and railings. Set handrails and railings accurately in location, alignment, and elevation, measured from established lines and levels and free from rack. ROCKEFELLER HALL NW SITE RAILINGS 05 52 13-4 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 05 52 13 Ithaca, New York SITE RAILINGS 1. Do not weld, cut, or abrade surfaces of handrails and railing components that have been coated or finished after fabrication and are intended for field connection by mechanical or other means without further cutting or fitting. 2. Set posts plumb within a tolerance of 1/4 inch in 12 feet. 3. Align rails so that variations from level for horizontal members and from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet. E. Field Welding: Not permitted. F. Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for securing handrails and railings to in-place construction. G. Conceal anchor bolts and screws whenever possible. Where not concealed, use flush countersunk fastenings. 3.4 RAILING CONNECTIONS A. Nonwelded Connections: Use manufacturer's standard mechanical or adhesive joints for permanently connecting railing components. Use wood blocks and padding to prevent damage to railing members and fittings. Seal recessed holes of exposed locking screws with plastic filler cement colored to match finish handrails and railing systems. 3.5 ADJUSTING AND CLEANING A. As installation is completed, wash thoroughly using clean water and soap, rinse with clean water. B. Do not use acid solution, steel wool, or other harsh abrasives. C. If stain remains after washing, remove finish and restore in accordance with NAAMM Metal Finishes Manual. 3.6 PROTECTION A. Protect finishes of railing systems and handrails from damage during construction period by use of temporary protective coverings approved by railing manufacturer. Remove protective covering at time of Substantial Completion. B. Restore finishes damaged during installation and construction period so that no evidence remains of correction work. Return items that cannot be refinished in the field to the shop; make required alterations and refinish entire unit or provide new units. END OF SECTION 055213 ROCKEFELLER HALL NW SITE RAILINGS 05 52 13-5 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 10 00 Ithaca, New York SITE CLEARING SECTION 311000 SITE CLEARING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Protecting existing vegetation to remain. 2. Removing existing vegetation. 3. Temporary construction fencing. 4. Clearing and grubbing. 5. Stripping and stockpiling topsoil. 6. Removing above- and below -grade site improvements. 7. Disconnecting, capping or sealing, and removing site utilities. 8. Temporary erosion- and sedimentation -control measures. B. Related Sections: 1. Division 01 Section "Temporary Facilities and Controls" for temporary utility services, construction and support facilities, security and protection facilities, and temporary erosion- and sedimentation -control measures. 2. Division 01 Section "Field Engineering" for field engineering and surveying. 1.3 DEFINITIONS A. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. B. Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. In undisturbed areas, the surface soil is typically topsoil; but in disturbed areas such as urban environments, the surface soil can be subsoil. C. Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing in-place surface soil and is the zone where plant roots grow. Its appearance is generally friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches in diameter; and free of subsoil and weeds, roots, toxic materials, or other nonsoil materials. D. Plant -Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction, and indicated on Drawings. ROCKEFELLER HALL NW SITE CLEARING 31 10 00-1 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 10 00 Ithaca, New York SITE CLEARING E. Tree -Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction, and indicated on Drawings. F. Vegetation: Trees, shrubs, ground covers, grass, and other plants. 1.4 MATERIAL OWNERSHIP A. Except for stripped topsoil and other materials indicated to be stockpiled or otherwise remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.5 SUBMITTALS A. Existing Conditions: Documentation of existing trees and plantings, adjoining construction, and site improvements that establishes preconstruction conditions that might be misconstrued as damage caused by site clearing. 1. Revise subparagraphs below and insert additional requirements to suit Project. 2. Use sufficiently detailed photographs or videotape. 3. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plants designated to remain. B. Record Drawings: Identifying and accurately showing locations of capped utilities and other subsurface structural, electrical, and mechanical conditions. 1.6 QUALITY ASSURANCE A. Preinstallation Conference: Conduct conference with Project Manager at Project site. PART 2 - PRODUCTS 2.1 MATERIALS A. Satisfactory Soil Material: Requirements for satisfactory soil material are specified in Division 31 Section "Excavation and Filling." 1. Obtain approved borrow soil material off-site when satisfactory soil material is not available on-site. 2.2 TEMPORARY CONSTRUCTION FENCING A. Shall be new or used 6' high minimum chain link fencing and gates. B. Post bases may be either embedded or t -bar style at Contractor's option on lawn areas, t -bar style on paved areas. If post bases are t -bar style and installed in areas subject to foot traffic, Contractor shall provide warning signage to indicate trip hazard at each post location. C. Contractor shall provide a plan of fence and gate locations for review with Owner and Landscape Architect prior to construction. ROCKEFELLER HALL NW SITE CLEARING 31 10 00-2 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 10 00 Ithaca, New York SITE CLEARING D. The Contractor shall secure the site at the end of construction each day. PART 3 - EXECUTION 3.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition, as acceptable to Owner. 3.2 CLEARING AND GRUBBING A. Remove obstructions, trees, shrubs, and other vegetation to permit installation of new construction. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. 2. Grind down stumps and remove roots, obstructions, and debris to a depth of 18 inches below exposed subgrade. 3. Use only hand methods for grubbing within protection zones. 4. Chip removed tree branches and dispose of off-site. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. 1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches, and compact each layer to a density equal to adjacent original ground. 3.3 TOPSOIL STRIPPING A. Remove sod or groundcover before stripping topsoil. B. Strip topsoil to depth of 6 inches in a manner to prevent intermingling with underlying subsoil or other waste materials. 1. Remove subsoil and nonsoil materials from topsoil, including clay lumps, gravel, and other objects more than 2 inches in diameter; trash, debris, weeds, roots, and other waste materials. C. Stockpile topsoil away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust and erosion by water. 1. Limit height of topsoil stockpiles to 72 inches. 2. Do not stockpile topsoil within protection zones. 3. Dispose of surplus topsoil. Surplus topsoil is that which exceeds quantity indicated to be stockpiled or reused. ROCKEFELLER HALL NW SITE CLEARING 31 10 00-3 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 10 00 Ithaca, New York SITE CLEARING 4. Stockpile surplus topsoil to allow for respreading deeper topsoil. 3.4 SITE IMPROVEMENTS A. Remove existing above- and below -grade improvements as indicated and necessary to facilitate new construction. B. Remove slabs, paving, curbs, gutters, and aggregate base as indicated. 1. Unless existing full -depth joints coincide with line of demolition, neatly saw -cut along line of existing pavement to remain before removing adjacent existing pavement. Saw -cut faces vertically. 2. Paint cut ends of steel reinforcement in concrete to remain with two coats of antirust coating, following coating manufacturer's written instructions. Keep paint off surfaces that will remain exposed. 3.5 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. B. Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. Do not interfere with other Project work. END OF SECTION 311000 ROCKEFELLER HALL NW SITE CLEARING 31 10 00-4 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 23 00 Ithaca, New York EXCAVATION AND FILLING SECTION 312300 EXCAVATION AND FILLING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Preparing subgrade for walks and pavements. 2. Preparing subbase for pavements. 3. Excavating and backfilling for underground utilities. 4. Providing ordinary fill as indicated to establish finish grades shown. 5. Excavation and placement of compacted backfill. 6. Placement of compacted backfill (if required) and compacted granular fill courses. 7. Disposal of all excavated material off site, unless satisfactory for site earthwork fill. 8. Testing and test reports. 1.3 DEFINITIONS A. Excavation consists of removal of material encountered to subgrade elevations indicated and subsequent disposal of excess or unusable materials removed. B. Subgrade: The uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. C. Borrow: Soil material obtained off-site when sufficient soil material complying with the specifications is not available from excavations. D. Unauthorized excavation consists of removing materials beyond indicated subgrade elevations or dimensions without direction by the Design Consultant. Unauthorized excavation, as well as remedial work directed by the Design Consultant, shall be at the Contractor's expense. E. Structure: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below ground surface. F. Utilities include on-site underground pipes, conduits, ducts, and cables, as well as underground services within building lines. ROCKEFELLER HALL NW EXCAVATION AND FILLING EXTERIOR ENTRY STAIR 31 23 00-1 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 23 00 Ithaca, New York EXCAVATION AND FILLING 1.4 SUBMITTALS A. General: Submit the following according to the Conditions of the Contract and Division 1 Specification Sections. B. Test Reports: In addition to test reports required under field quality control, submit the following: 1. Laboratory analysis of each soil material proposed for fill and backfill from on-site and borrow sources. 2. One optimum moisture -maximum density curve for each soil material. 3. The standard against which the results of field density test are to be measured is the modified proctor laboratory compaction test, ASTM D 1557. Perform one test for each type of soil material. 4. The origin of each soil material. 5. Laboratory analysis of each soil material proposed for fill and backfill is free of any hazardous waste. 1.5 QUALITY ASSURANCE A. Codes and Standards: Perform earthwork complying with requirements of authorities having jurisdiction. B. Testing and Inspection Service: The Owner will employ a qualified independent geotechnical testing agency to classify proposed on-site and borrow soils to verify that soils comply with specified requirements and to perform required field and laboratory testing. C. Reference Standards: 1. The latest edition of the following standards, as referenced herein, shall be applicable. a. "Standard Specifications, Construction and Materials, New York State Department of Transportation, Office of Engineering". 1.6 PROJECT CONDITIONS A. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult Owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility Owner. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. Subbase Material: Naturally or artificially graded crushed stone conforming to NYS DOT Item 304-2.02, Type 2 as follows: ROCKEFELLER HALL NW EXCAVATION AND FILLING EXTERIOR ENTRY STAIR 31 23 00-2 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 23 00 Ithaca, New York EXCAVATION AND FILLING U.S. Sieve No. Percent Passing By Weight 2 inch 100 1/4 inch 25-65 No. 40 5-40 No. 200 0-10 B. Drainage Fill: Material shall consist of crushed stone, sand, gravel or screened gravel. The soundness of the material shall be tested and shall have a loss not exceeding 20 percent by weight after four cycles of the Magnesium Sulphate Soundness Test (NYS DOT 207), conforming to NYS DOT 605-202, Underdrain Filter Type 1 as follows: U.S. Sieve No. Percent Passing by Weight 1 inch 100 1/2 inch 30-100 1/4 inch 0-30 No. 10 0-10 No. 20 0-5 C. Backfill Material: Naturally or artificially graded mixture of sand, natural or crushed stone or gravel conforming to NYS DOT Item 304-2.02, Type 4 as follows: U.S. Sieve No. Percent Passing by Weight 2 inch 100 1/4 inch 30-65 No. 40 5-40 No. 200 0-10 D. Ordinary Fill Material: Satisfactory soil materials free of clay, rock or gravel larger than 2" in any dimension, debris, waste, frozen materials, vegetation and other deleterious matter. 1. Be of such a nature and character that it can be compacted to the specific densities in a reasonable length of time. 2. Have a maximum dry density of not less than 115 pounds per cubic foot. 2.2 ACCESSORIES A. Detectable Warning Tape: Acid- and alkali -resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches wide and 4 mils thick minimum, continuously inscribed with a description of the utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 2'-6" deep. 1. Tape Colors: Provide tape colors to utilities as follows: a. Green: Storm drainage and Sanitary Sewer system. 2. Manufacturers: Subject to compliance with requirements, provide products by one the following: a. Allen Systems, Inc.; Reef Industries, Inc. b. Brady (W.H.) Co.; Signmark Div. c. EMED Co., Inc. ROCKEFELLER HALL NW EXCAVATION AND FILLING EXTERIOR ENTRY STAIR 31 23 00-3 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 23 00 Ithaca, New York EXCAVATION AND FILLING 2.3 FILTER FABRIC A. Design criteria: shall be a non -woven drainage fabric. Property Design Value Test Method Grab Tensile Strength 120 Ibf (min) ASTM D 4632 Grab Tensile Elongation 50% (min) ASTM D 4632 Trapezoid Tear Strength 50 obf (min) ASTM D 4355 Puncture Strength 65 Ibf (min) ASTM 4833 Flow Rate 135 gal / min/ ft2 (min) ASTM D 4491 UV Resistance after 500 hrs 70% ASTM D 4355 B. Products: Subject to compliance with requirements, provide products by one of the following: 1. Mirafi Inc. 2. Hoechst Celanese Corporation. 3. Amoco Fabrics and Fibers Company. PART 3 - EXECUTION 3.1 LAYOUT, LINES AND LEVELS A. Establish base lines. Mark well and protect during construction. B. Check existing elevations. C. Corner, offset corners and grade stakes shall be located where spot elevations are shown, at breaks in grade, and as otherwise required to complete the work as shown. 3.2 DEWATERING A. Prevent surface water and subsurface or ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. B. Protect subgrades and foundation soils from softening and damage by rain or water accumulation. 3.3 EXCAVATION A. Explosives: Do not use explosives. B. Unclassified Excavation: Excavation is unclassified and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. 3.4 STABILITY OF EXCAVATIONS A. Comply with local codes, ordinances, and requirements of authorities having jurisdiction to maintain stable excavations. ROCKEFELLER HALL NW EXCAVATION AND FILLING EXTERIOR ENTRY STAIR 31 23 00-4 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 23 00 Ithaca, New York EXCAVATION AND FILLING 3.5 EXCAVATION FOR WALKS AND PAVEMENTS A. Excavate surfaces under walks and pavements to indicated cross sections, elevations, and grades. 3.6 EXCAVATION FOR STRUCTURES A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 0.10 foot. Extend excavations a sufficient distance from structures for placing and removing concrete formwork, installing services and other construction, and for inspections. 3.7 EXCAVATION FOR UTILITY TRENCHES A. Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Provide required clearance on both sides of pipe or conduit. 1. Excavate trenches to depth indicated or required. Carry depth of trenches for piping to establish indicated flow lines and invert elevations. 2. For pipes or conduit less than 6" in nominal size, excavate beyond indicated depth. Hand excavate bottom cut to accurate elevations and support pipe on undisturbed soil. 3. For pipes or conduit 6" or larger in nominal size, excavate to subbase depth indicated, or, if not otherwise indicated, to 6" below bottom of work to be supported. 4. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. 5. Do not backfill trenches until tests and inspections have been made. Use care in backfilling to avoid damage or displacement of pipe systems. 3.8 REVIEW OF SUBGRADE A. Notify Design Consultant when excavations have reached required subgrade. B. When Design Consultant determines that unforeseen unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. 1. Unforeseen additional excavation and replacement material will be paid according to the Contract provisions for changes in Work. C. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by the Design Consultant. 3.9 BACKFILL A. Backfill excavations promptly, but not before completing the following: 1. Surveying locations of underground utilities for record documents. 2. Concrete formwork removal. 3. Removal of trash and debris from excavation. ROCKEFELLER HALL NW EXCAVATION AND FILLING EXTERIOR ENTRY STAIR 31 23 00-5 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 23 00 Ithaca, New York EXCAVATION AND FILLING B. Backfill Around Structures and Utilities: No dumping shall be allowed where materials would flow against or around such structures. Place specified material in 6" layers thoroughly compacted by hand or pneumatic tampers to specified density. 3.10 FILL A. Preparation: Remove vegetation, topsoil, debris, wet, and unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placing fills. B. When subgrade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface to depth recommended by the Owner's Testing Agency pulverize, moisture condition or aerate soil and re -compact to required density. C. Place fill material in layers to required elevations for each location listed below. 1. Under grass, use satisfactory excavated or ordinary fill material. 2. Under walks and pavements, use backfill material and/or subbase material as indicated. 3. Adjacent to foundations and other excavations, use Backfill material. 4. Under slabs -on -grade, use Backfill Material to within eight inches of bottom of slabs. 5. Around underground utilities use backfill material. 3.11 MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and air-dry satisfactory soil material that is too wet to compact to specified density. 3.12 PLACEMENT AND COMPACTION A. Place fill materials in layers not more than 6 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand -operated tampers. B. Place backfill and fill materials evenly on all sides of structures to required elevations. Place backfill and fill uniformly along the full length of each structure. C. Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum dry density according to ASTM D 1557: D. Under pavements, compact each layer of backfill or fill material at 95 percent maximum dry density. 3.13 GRADING A. General: Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. ROCKEFELLER HALL NW EXCAVATION AND FILLING EXTERIOR ENTRY STAIR 31 23 00-6 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 23 00 Ithaca, New York EXCAVATION AND FILLING 1. Provide a smooth transition between existing adjacent grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to conform to required surface tolerances. 3.14 SUBBASE COURSES A. Under pavements, place subbase course material on prepared subgrades. 1. Compact subbase courses at optimum moisture content to required grades, lines, cross sections and thickness to not less than 95 percent of ASTM D 4254 relative density. 2. Shape subbase to required crown elevations and cross -slope grades. 3. When thickness of compacted subbase course exceeds 6 inches, place materials in equal layers, with no layer more than 6 inches thick or less than 3 inches thick when compacted. 3.15 FIELD QUALITY CONTROL A. Testing Agency Services: Allow testing agency to inspect and test each subgrade and each fill or backfill layer. Do not proceed until test results for previously completed work verify compliance with requirements. 1. Perform field in-place density tests according to ASTM D 1556 (sand cone method), ASTM D 2167 (rubber balloon method), or ASTM D 2937 (drive cylinder method), as applicable. 2. Paved Areas: At each compacted fill and backfill layer, perform at least one field in-place density test for every 1,000 sq. ft. or less of overlaying paved area but in no case fewer than three tests. B. When testing agency reports that subgrades, fills, or backfills are below specified density, scarify and moisten or aerate, or remove and replace soil to the depth required, recompact and retest until required density is obtained. 3.16 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. B. Repair and re-establish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or lose compaction due to subsequent construction operations or weather conditions. 1. Scarify or remove and replace material to depth directed by the Design Consultant; reshape and recompact at optimum moisture content to the required density. C. Settling: Where settling occurs, remove finished surfacing, backfill with additional specified material, compact, and reconstruct surfacing. 1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to the greatest extent possible. ROCKEFELLER HALL NW EXCAVATION AND FILLING EXTERIOR ENTRY STAIR 31 23 00-7 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 31 23 00 Ithaca, New York EXCAVATION AND FILLING 3.17 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off the Owner's property. END OF SECTION 312300 ROCKEFELLER HALL NW EXCAVATION AND FILLING EXTERIOR ENTRY STAIR 31 23 00-8 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE SECTION 321313 SITE CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary General Conditions, and Division 1 Specification sections apply to work of this Section. 1.2 SUMMARY A. Extent of concrete work as shown on the Contract Drawings. B. Related Sections: 1. Division 03 Section 033000 — Cast -In -Place Concrete. 2. Division 31 Section 312300 — Excavation and Filling. 1.3 QUALITY ASSURANCE A. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products. B. Installer Qualifications: An experienced installer who has completed pavement and concrete work similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. 1. The Installer will be required to submit proof of the following: a. List of references, value of construction, dates of start and completion, and reference contact numbers. Submit a minimum of three (3) projects over $50K performed within the past three years. b. A minimum of one finisher or finishing supervisor shall be currently certified as an ACI Flatwork Concrete Finisher when installing all exterior concrete flatwork. Contractor shall submit ACI certification credentials (certificate or wallet card) of concrete finishers on the project, ACI credentials must be current and not expired. C. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated for concrete mixture design and material rest reports. 1. Personnel performing laboratory tests shall be ACI -certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency laboratory supervisor shall be an ACI -certified Concrete Laboratory Testing Technician - Grade II. ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-1 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from single source, and obtain admixtures from single source from single manufacturer. E. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: 1. ACI 301, "Specifications for Structural Concrete." 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 3. ACI 318, "Building Code Requirements for Structural Concrete," 2005. F. Reference Standards: 1. Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice," 2009. 2. Building Code of New York State, 2010. G. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures. H. Materials and installed work may require testing and retesting at any time during progress of work. Tests, including retesting of rejected materials for installed work, shall be done at Contractor's expense. Pre -Concrete Placement Meeting: A mandatory meeting will be held in advance of commencing concrete placement at the University. The meeting shall include representatives from the architect, engineer, contractors, material suppliers, owner's testing agency, Civil Section of Facilities Engineering, and University project management team. The purpose of the meeting will be to discuss concrete procedures and mitigating risks to the project. Furthermore, the design team shall identify critical concrete components of the structure and critical service conditions. Collectively the attendees will establish and coordinate procedures to best address these items. Key points would include mitigating weather conditions including high evaporability, moisture sensitivity of floor coverings, proper curing procedures, minimizing shrinkage cracking, mix design, cement paste content, aggregate gradation, placement and finishing techniques, protecting base course prior to slab on grade placement, flatness/levelness criteria, construction joints, vapor barriers, list of critical items for inspection, water control, communication, and key concrete tolerances. 1.4 JOB CONDITIONS A. Traffic Control: Maintain access for vehicular and pedestrian traffic during construction. 1.5 SUBMITTALS A. Reinforcing Shop Drawings: Submit original shop drawings for fabrication, bending, and placement of concrete reinforcement. Comply with CRSI - Manual of Standard Practice showing bar schedules, stirrup spacing, diagrams of bent bars, arrangement of concrete reinforcement. Include special reinforcement required for openings through concrete structures. Submit two prints of each drawing. Reproduction of contract drawings is not permitted. B. Laboratory Test Reports: Submit laboratory test reports for concrete materials and mix design test. ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-2 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE C. D. Material Certificates: Provide materials certificates in lieu of materials laboratory test reports when permitted by Architect. Material certificates shall be signed by manufacturer and Contractor, certifying that each material item complies with, or exceeds, specified requirements. Provide certification from admixture manufacturers that chloride content complies with specification requirements. Product Data: Submit the material certificates, products data, and mix designs for all products indicated. 1.6 WATER CONTENT OF DELIVERED CONCRETE: A. B. C. The concrete supplier shall certify that no "trim water" or any other description or amount of water which does not show on the truck ticket, including any "drum water" or any water in the truck before batching of the concrete, has been added to the mix. The truck batch tickets will include the amount of water that can be added (withheld from batch) to the truck's batched mix without exceeding the specified W/C ratio. If water is added at the site, it must be recorded on the ticket. A representative of Owner may be present during the entire pour. Provide the Owner with two days' notice prior to placement. PART 2 - PRODUCTS 2.1 CONCRETE MATERIALS A. Portland Cement: Manufacturer's standard, ASTM C150, Type I or I/Il. Use one brand of cement throughout project, unless otherwise acceptable to Landscape Architect. B. C. D. E. F. Sand: Clean, sharp, natural sand, graded per ASTM C33 (accepted by New York State D.O.T. for Class A, Structural Concrete). Coarse Aggregate: Shall be on the New York State DOT list of approved aggregate sources and shall not be designated as having ASR potential. The minimum bulk SSD specific gravity of the coarse aggregate on the New York State DOT posted test results shall be 2.67. The maximum absorption of the coarse aggregate on the New York State DOT posted test results shall be 1.2%. 1. Do not use fine or coarse aggregates containing substances that cause spalling. Water: Potable, clean water. Prohibited Admixtures: Calcium chloride thiocyanates or admixtures containing more than 0.1 percent chloride ions are not permitted. Air -Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other required admixtures. 1. Available Products: Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to, the following a. Air -Mix or Perma-Air, Euclid Chemical Co. ROCKEFELLER HALL NW SITE CONCRETE EXTERIOR ENTRY STAIR 32 13 13-3 APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE b. Darex AEA or Daravair, W. R. Grace & Co. c. Sealtight AEA, W. R. Meadows, Inc. G. Water Reducing, Non -Chloride Accelerator Admixture: ASTM C 494, Type E, and containing not more than 0.1 percent chloride ions. 1. Available Products: Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to, the following: a. "Accelguard 90"; Euclid Chemical Co. b. "Pozzolith 122 -HE"; Master Builders. c. "Gilco Accelerator"; Gifford-Hill/American Admixtures H. Integral Waterproofing Admixture 1. Products: Subject to compliance with requirements, provide one of the following in concrete mixes where indicated: a. Admix C-1000NF by Xypex Chemical Corporation. Dosage rate shall be 1% weight of total cementitious material. b. Penetron Admix SB by Penetron International, Ltd. Dosage rate shall be one soluble bag per cubic yard of concrete. Strength -Accelerating Admixture: ASTM C 494, certified by manufacturer to be compatible with other admixtures. 2.2 REINFORCING MATERIALS A. Stainless Steel Reinforcing Bars: ASTM A 955, Grade 60, deformed, Type 316. B. Stainless Steel Wire: Type 316. C. Stainless Steel Welded Wire Fabric: ASTM A 1022, welded steel wire fabric, Type 316. D. Stainless Steel Supports for Reinforcement: Bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place. Use wire bar type supports complying with CRSI specifications. 2.3 PROPORTIONING AND DESIGN OF MIXES A. Prepare design mixes for each type of strength of concrete by either laboratory trial batch or field experience methods as specified in ACI 301. Mix designs submitted for review shall be less than one year old and shall be representative of the concrete materials currently being used. If trial batch method used, use an independent testing facility acceptable to Landscape Architect for preparing and reporting proposed mix designs. The testing facility shall not be the same as used for field quality control testing. B. Submit written reports to the Landscape Architect of each proposed mix for each class of concrete at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed by Architect. C. Acceptance of design mix will require that average strength of test cylinders exceed the specified strength (ft) established by ACI 318 Section 5.3. If a suitable record of strength ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-4 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE test performance is not available from the concrete supplier, proportions of the design mix shall be selected to provide and average strength at least 1200 psi greater than the specified strength (fc). D. Design mixes to provide normal weight concrete with the following properties, as indicated on drawings and schedules: 1. Sidewalks: 28 day compressive strength 4500 psi Max. Aggregate Size 1-1/2" Air Entrainment 5% to 7% Maximum W/C .45 Slump 4" max Fibrous Reinforcement 1.5 lbs. per cu. yd. Integral waterproofing Per manufacturer's recommendations 2. Cleanout support: Compressive Strength: 3000 psi Max. Aggregate Size: 1-1/2" Maximum W/C .50 Slump min. 1" max. 5" E. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant; at no additional cost to Owner and as accepted by the Landscape Architect. Laboratory test data for revised mix design and strength results must be submitted to and accepted by the Landscape Architect before using in work. F. Admixtures: 1. Use water -reducing admixture in concrete as required for placement and workability. 2. Use air -entraining admixture in exterior exposed concrete and concrete exposed to freezing temperatures during construction. Add air -entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having total air content with a tolerance of plus -or -minus 1.0 percent within following limits: a. 1-1/2" max. aggregate:6.0 percent 2.4 CONCRETE MIXING A. Ready -Mix Concrete: Comply with requirements of ASTM C 94, and as herein specified. B. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C 94 may be required. ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-5 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE 2.5 EXPANSION JOINTS A. Premoulded asphalt impregnated fiberboard expansion joint filler shall be "pre-cut" with removable cap to match the concrete sidewalk cross-sectioned dimensions as detailed on the drawings. B. Polystyrene foam expansion joint material shall be'/" thickness. Hold down, or cut back and apply joint sealant. 2.6 FIBROUS REINFORCEMENT A. Collated, fibrillated, polypropylene fibers, 1/2 inch maximum length. Fiber -reinforced concrete shall comply with ASTM C1116, "Standard Specification for Fiber -Reinforced Concrete and Shotcrete". Dosage rate of 1.5 pounds per cubic yard to produce concrete which complies with ASTM C-1116, Performance Level I. 2.7 FORMS A. Forms for Exposed Finish Concrete: Plywood, metal, metal -framed plywood faced, or other acceptable panel -type materials, to provide continuous, straight, smooth exposed surfaces. Furnish in largest practicable sizes to minimize number of joints. B. Forms for Unexposed Finish Concrete: Plywood, lumber, metal, or other acceptable material. Provide lumber dressed on at least 2 edges and one side for tight fit. C. Form Coatings: Provide commercial formulation form -coating compounds that will not bond with, stain nor adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces. D. Form Ties: Factory -fabricated, adjustable -length, removable or snap off metal or fiberglass form ties, designed to prevent form deflection and to prevent spelling concrete upon removal. Provide units which will leave no metal closer than 1" to surface. 2.8 JOINT SEALANTS A. Provide one of the following, complying with ASTM. 1. Sonneborn NP 1 by Sonneborn 2. Sikaflex - 1CSL by Sika 3. Eucolastic I by The Euclid Chemical Company 2.9 CURING AND SEALING MATERIALS A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sy (305g/sm) dry. B. Moisture -retaining Cover: ASTM C 171, polyethylene film or white burlap -polyethylene sheet. C. Water: Potable. ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-6 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE 2.10 CONCRETE SEALER A. Concrete Sealer shall be a clear penetrating solution which will not discolor or alter the appearance of concrete, V.O.C. compliant. B. Product: Hyrozo "ENVIROSEAL 40", by ChemRex or an approved equivalent. PART 3 - EXECUTION 3.1 SUBGRADE PREPARATION A. Proof roll prepared drainage fill or subbase material to check for unstable areas and areas requiring additional compaction. B. Do not begin concrete work until deficient subbase areas have been corrected and are ready to receive paving. 3.2 BATCHING AND MIXING A. Aggregate and cement accurately measured by weight. Weights corrected for varying aggregate moisture. B. Drums shall be emptied of water prior to batching. C. Water accurately measured by volumetric float control. D. Mix at least sixty revolutions in modern power mixer. E. Transit mixed concrete from an established company will be accepted if conforming to ASTM C94 and to this specification. F. In winter, heat water and aggregates. Concrete temperature at placement shall range between 60 degrees and 80 degrees Fahrenheit. G. Fiber Reinforcement: 1. Introduce fibers at concrete batch plant with coarse and fine aggregate, or at site in ready -mix concrete trucks prior to final on-site mixing of at least ten minutes. 2. Add fibers at rate of 1.5 pounds per cu. yd. of concrete. Maintain maximum water/cement ratio, without adding additional water to compensate for any apparent loss of workability. 3.3 FORMS A. Design, erect, support, brace and maintain formwork to support vertical and lateral static and dynamic loads that might be applied until such loads can be supported by concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation and position. Maintain formwork construction tolerances as noted in ACI 347, Section 3.3.1. B. Design formwork to be readily removable without impact, shock or damage to cast -in- place concrete surfaces and adjacent materials. ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-7 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE C. Construct forms to sizes, shapes, lines and dimensions shown, and to obtain accurate alignment, location, grades, level and plumb work in finished structures. Provide for openings, offsets, sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other features required in work. Use selected materials to obtain required finishes. Solidly butt joints and provide back-up at joints to prevent leakage of cement paste. D. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like, to prevent swelling and for easy removal. E. Provide temporary openings where interior area of formwork is inaccessible for cleanout, for inspection before concrete placement, and for placement of concrete. Securely brace temporary openings and set tightly to forms to prevent Toss of concrete mortar. Locate temporary openings on forms at inconspicuous locations. F. Chamfer exposed corners and edges if indicated on structural or architectural drawings, using wood, metal, PVC or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. G. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses and chases from trades providing such items. Accurately place and securely support items built into forms. H. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt or other debris just before concrete is placed. Retightening forms and bracing after concrete placement is required to eliminate mortar Teaks and maintain proper alignment. 3.4 PLACING REINFORCEMENT A. Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars", for details and methods of reinforcement placement and supports, and as herein specified. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials which reduce or destroy bond with concrete. C. Accurately position, support and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as required. D. Place reinforcement to obtain at least minimum coverages for concrete protection. Arrange, space and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-8 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE 3.5 JOINTS A. General: Construct construction, isolation, and contraction joints and tool edgings true to line with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline, unless otherwise indicated. 1. When joining existing pavement, place transverse joints to align with previously placed joints, unless otherwise indicated. B. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. C. Isolation joints (Expansion Joints): Form isolation joints of preformed joint -filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, walks, other fixed objects, and where indicated. D. Locate expansion joints as indicated. E. Terminate joint -filler less than 1/4 inch (6mm) or more than % inch (12mm) below finished surface if joint sealant is indicated. F Furnish joint -fillers in one-piece lengths. Where more than one length is required, lace or clip joint -filler sections together. G. Protect top edge of joint -filler during concrete placement with metal, plastic, or other temporary preformed caps. Remove protective cap after concrete has been placed on both sides of joint. H. Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt - coat one-half of dowel length to prevent concrete bonding to one side of joint. Contraction Joints: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness by method of saw cutting. 3.6 INSTALLATION OF EMBEDDED ITEMS A. General: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in-place concrete. Use setting drawings, diagrams, instructions and directions provided by suppliers of items to be attached thereto. B. Edge Forms and Screed Strips for Slabs: Set edge forms or bulkheads and intermediate screed strips for slabs to obtain required elevations and contours in finished slab surface. Provide and secure units sufficiently strong to support types of screed strips by use of strike -off templates or accepted compacting type screeds. 3.7 PREPARATION OF FORM SURFACES A. Clean re -used forms of concrete matrix residue. Repair and patch as required to return forms to acceptable surface condition. ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-9 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE B. C. Coat contact surfaces of forms with a form -coating compound before reinforcement is placed. Thin form -coating compounds only with thinning agent of type, and amount, and under conditions of, form -coating compound manufacturer's directions. Do not allow excess form -coating material to accumulate in forms or to come into contact with in-place concrete surfaces against which fresh concrete will be placed. Apply in compliance with manufacturer's instructions. 3.8 CONCRETE PLACEMENT A. B. C. D. E. Preplacement Inspection: Before placing concrete, inspect and complete formwork installation, reinforcing steel, and items to be embedded or cast -in. Notify other trades to permit installation of their work; cooperate with other trades in setting such work. Moisten wood forms immediately before placing concrete where form coatings are not used. Prior to placing pervious concrete, the subbase shall be thoroughly moistened and in a wet condition. Failure to provide a moist subbase will result in a reduction in strength of the pavement. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as herein specified. Deposit concrete as close as practicable to its final location to avoid segregation. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until the placing of a panel or section is completed. 1. The contractor shall use special precautions in placement of concrete slabs on ground to prevent excessive shrinkage, cracking, and slab curl. Slump limitations, timing of concrete placement with regard to atmospheric conditions and curing are several but not necessarily all the requirements that should be met. If curling and/or shrinkage cracks should develop, the contractor shall correct the condition, including grinding, at his own expense. 2. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. 3. Bring slab surfaces to correct level with straightedge and strikeoff. Use bull floats or darbies to smooth surface, free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. 4. Maintain reinforcing in proper position during concrete placement operations. Cold Weather Placing: Protect concrete work from physical damage or reduced strength which could be caused by frost, freezing actions, or low temperatures. Work on this project shall conform to all requirements of ACI 306.1, Standard Specification for Cold Weather Concreting, published by the American Concrete Institute, Detroit, Michigan, except as modified by the requirements of these Contract Documents. 1. When air temperature has fallen to or is expected to fall below 40 F (4 deg C), uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F (10 deg C), and not more than 80 deg F (27 deg C) at point of placement. ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-10 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 3. Do not use calcium chloride, salt and other materials containing antifreeze agents or chemical accelerators, unless otherwise accepted in mix designs. F. Hot Weather Placing: When hot weather conditions exist that would seriously impair quality and strength of concrete, place concrete as herein specified. 1. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 F (32 deg C). Mixing water may be chilled, or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixing water. Use of liquid nitrogen to cool concrete is Contractor's option. 2. Cover reinforcing steel with water -soaked burlap if it becomes too hot so that steel temperature will not exceed the ambient air temperature immediately before embedment in concrete. 3. Fog spray forms, reinforcing steel and subgrade just before concrete is placed. 4. Contractor shall make preparations for protecting the concrete before placement. Materials and means shall be on hand for erecting temporary windbreaks, and shades as needed to protect against drying winds and direct sun light. 3.9 MONOLITHIC SLAB FINISHES A. Sidewalk Finishing: Shall be done by competent masons who can produce a walk of uniform texture and color. The topping shall be finished with a wood float. Walks shall be textured with a hair broom to form a non -slip surface. Finish all edges with an edging tool 1/2" radius. This includes all scored or tooled joints. 3.10 CONCRETE CURING AND PROTECTION A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperature. Comply with ACI 306.1-90 for cold -weather protection and ACI 305.114 for hot weather protection during curing. B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 Ib/sgft. x h (1 kg/sm x h) before and during finishing operation. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. C. Begin curing after finishing concrete, but not before free water has disappeared from concrete surface. D. Curing Methods: Comply with ACI 308.1-11 Specification for Curing Concrete. 1. Initial Curing: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. 2. Final Curing: Keep surfaces continuously moist for not less than seven days with the following materials: a. Continuous water -fog spray. ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-11 EXTERIOR ENTRY STAIR .APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE 3.11 REMOVAL OF FORMS A. Formwork not supporting weight of concrete, such as sides of walls and similar parts of the work, may be removed after cumulatively curing at not less than 50 F (10 deg C) for 24 hours after placing concrete, provided concrete is sufficiently hard to not be damaged by form removal operations, and provided curing and protection operations are maintained. 3.12 RE -USE OF FORMS A. Clean and repair surfaces of forms to be re -used in work. Split, frayed, delaminated or otherwise damaged form facing material will not be acceptable for exposed surfaces. Apply new form coating compound as specified for new formwork. B. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use "patched" forms for exposed concrete surfaces, except as acceptable to Architect. 3.13 SEALANTS A. Allow concrete to cure a minimum of 21 days before applying sealant. B. Surfaces shall be cleaned with a wire brush and shall be free of dirt, moisture, loose particles, oil and curing compound. C. Apply primer in accordance with manufacturer's instructions. D. Mix and install sealant in accordance with manufacturer's instructions. E. Expansion joints should have a maximum width of % - inch x 1/2 -inch deep. F. Clean surfaces of excess sealant. G. Protect sealant form pedestrian and vehicular traffic until sealant has cured. 3.14 CONCRETE SEALER A. Apply Concrete Sealer to concrete surfaces no sooner than 21 days after placement, to clean, dry concrete free of oil, dirt, and other foreign material. Apply Concrete Sealer in one application at the rate of 150 sq. ft./gallon. Apply concrete sealer per manufacturer's recommendations. 3.15 QUALITY CONTROL TESTING DURING CONSTRUCTION A. Sampling and testing for quality control during concrete placement will be provided by the Owner and may include the following: B. Concrete testing shall occur, at minimum, during the arrival of the first and second truck of the day to verify that the concrete meets the design requirements. Concrete testing for each truck shall occur as follows: ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-12 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 13 13 Ithaca, New York SITE CONCRETE 1. Testing for the first truck shall include Slump, Air content and temperature and Compression Test Specimens. 2. Test for the second truck shall include Slump, Air content and temperature. 3. Testing shall occur for every other truck after the second truck and in which testing shall include Slump, Air content and temperature, up to 50 cu. yds, of concrete placed at which point Compression Test Specimens will be taken and the testing cycle shall be repeated. 4. Slump: per ASTM C 143. 5. Air Content: per ASTM C 173. 6. Concrete Temperature: ASTM C 1064. 7. Compression Test Specimen: ASTM C 31; one set of four standard cylinders for each compressive -strength test. unless otherwise directed. Mold and store cylinders for laboratory -cured test specimens. 8. Compressive -Strength Tests: ASTM C 39; one specimen tested at 7 days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. C. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength and no individual strength test result falls below specified compressive strength by more than 500 psi. D. Test results will be reported in writing to the Contractor, Concrete Supplier and Landscape Architect. 1. Reports of compressive strength tests shall contain the following: a. Project identification name and number. b. Date of concrete placement, name of concrete testing service. c. Concrete type and class. d. Detailed and specific location of concrete placement e. Design compressive strength at 28 days. (Based on approved concrete mix design) f. Concrete mix proportions and materials. g. Compressive breaking strength and type of break for both 7 -day tests and 28 -day tests. h. Provide concrete design parameters, ie: compression strength, w/c ratio, air and slump per approved concrete mix design. 3.16 MAINTENANCE GUARANTEE A. The Contractor shall repair any cracks, spalling, or other defects by complete replacement of the defective slabs. No patching of the surface will be accepted. 3.17 CLEANUP A. Entire site shall be left in a clean and orderly conditions with all construction materials, debris, tools, and equipment removed. END OF SECTION 321313 ROCKEFELLER HALL NW SITE CONCRETE 32 13 13-13 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 90 00 Ithaca, New York PLANTING SECTION 329000 PLANTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary General Conditions and Division 1 Specification sections apply to work of this Section. 1.2 DESCRIPTION OF WORK A. The extent of the planting is shown on the drawings 1.3 JOB CONDITIONS A. Reference Standards 1. Size and Grading Standards: Conform to the current edition of "American Standard For Nursery Stock" - Sponsor - the American Association of Nurserymen, Inc., unless otherwise specified. 2. Plant Nomenclature: Conform to the latest edition of "Standardized Plant Names" as adopted by the American Joint Committee of Horticultural Nomenclature. B. Quality Assurance 1. Contract work to a single firm specializing in landscape work. 2. Provide trees and shrubs nursery grown in accordance with good horticultural practice. Provide only healthy, vigorous stock grown under similar climatic conditions. 3. Experience: Eight years experience in landscape installation in addition to requirements in Division 01 Section "Quality Requirements." 4. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when work is in progress. C. Product Delivery 1. Notify Landscape Architect 48 hours prior to delivery of plant material. 2. All certificates of inspection required by regulatory agencies. 3. Furnish a substantial label for each plant packed or shipped individually or for each bundle of plants, indicating true name and size. 4. Properly handle and pack all plants for transit and storage on site to insure adequate protection against climatic, seasonal and mechanical injuries. 5. Deliver packaged materials in containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery, and while stored at the site. 6. Trees and Shrubs - Provide freshly dug trees and shrubs. Do not prune prior to delivery. Do not bend or bind -tie trees or shrubs in such manner as to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. ROCKEFELLER HALL NW PLANTING 32 90 00-1 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 90 00 Ithaca, New York PLANTING 1.4 SUBMITTALS A. Submit quantities, sizes, quality, and sources for all plant materials. B. Warranty: Sample of warranty. C. Qualification Data: For qualified landscape Installer. Include list of similar projects completed by Installer demonstrating Installer's capabilities and experience. Include project names, addresses, and year completed, and include names and addresses of owners' contact persons. 1.5 WARRANTY A. Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship, or growth within specified warranty period. 1. Failures include, but are not limited to, the following: a. Death and unsatisfactory growth, except for defects resulting from abuse, lack of adequate maintenance, or neglect by Owner, or incidents that are beyond Contractor's control. b. Structural failures including plantings falling or blowing over. c. Faulty performance of tree stabilization, or mechanized tree spade relocation. 2. Warranty period shall be 1 year from date of planting completion and shall include all trees, shrubs, and perennials. 1.6 COORDINATION A. Proceed with and complete the landscape work as rapidly as portions of the site become available, working within the seasonal limitations for each kind of landscape work required. B. Cooperate with other trades working in and adjacent to the landscape work areas. Examine drawings which show the development of the entire site and become familiar with the scope of other work required. C. Utilities - Determine location of underground utilities and perform work in a manner which will avoid possible damage. PART 2 - PRODUCTS 2.1 PLANTS A. Nursery grown plants shall mean plants which are healthy, vigorous plants lined out in rows in a nursery and which are annually cultivated, sprayed, pruned and fertilized all in accordance with good horticultural practice. All plants shall be nursery grown unless specified to be collected. B. All plants shall be freshly dug; neither heeled -in plants nor plants from cold storage will be accepted. All nursery grown plants shall have been transplanted or root pruned at least once in the past three years. Balled and burlapped plants must come from soil which will hold a firm ball. ROCKEFELLER HALL NW PLANTING 32 90 00-2 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 90 00 Ithaca, New York PLANTING C. All plants shall be typical of their species or variety and shall have normal habit of growth and shall be first quality, sound, healthy, vigorous, well branched and densely foliated. They shall be free of disease, insect pests, eggs, or larvae, and shall have healthy, well furnished root systems. D. All plants and all tree trunks shall be measured when the branches are in their normal position. Dimensions for height and spread as contained herein refer to the main body of the plant and not from branch -tip to branch -tip. Shade trees shall be free of branches up to six feet, with a single leader, well branched and reasonably straight stems. No trees which have had their leaders cut, or damaged will be accepted. All trees must have straight trunks with single leader intact. There shall be no abrasion of the bark and no fresh cuts of limbs over 1 inch which has not been completely calloused over. E. Plants will be approved after arrival at the site and before planting at the site. 2.2 PLANTING ACCESSORIES A. Planting Mixture 1. Topsoil as specified in Section 329200 - Lawns and Grasses. 2. Amend topsoil with organic matter to achieve 15% organics for all planting beds, typical. B. Stakes 1. Shall be 8 ft. long, 2 - 2-1/2 inch square or round. C. Mulch: 1. Shrub & Tree Beds: Shall be No. 1 -quality organic shredded hardwood mulch, 3" maximum, at isolated bed areas per drawings. Mulch shall not be dyed. PART 3 - EXECUTION 3.1 PLANTING OPERATIONS A. Prior to the excavation of planting areas or plant pits, driving or placing of stakes or deadmen, the Contractor shall ascertain the location of all electrical cables, all conduits, all utility lines, so that proper precautions may be taken not to disturb or damage any improvements. B. All plants shall be set plumb and straight and at such a level that after settlement, a normal or nature relationship at the crown of the plant with the ground surface will be established. Each plant shall be planted in the center of the pit. When balled, burlapped, and platformed plants are set, the platform shall first be removed from the pit and topsoil shall be carefully tamped under and around the base of each ball to fill all void. All burlap, ropes, and wires shall be removed from the sides and tops of balls, but no burlap shall be pulled out from under the balls. C. All plants shall be planted in soil mixture which shall be thoroughly watered and tamped. On level ground or slight slopes a shallow basin a little larger than the diameter of the plant pit shall be left around each plant as shown on the plans. On steep slopes, the soil on the lower side of the plant shall be graded in such a manner that it will catch and hold water. ROCKEFELLER HALL NW PLANTING 32 90 00-3 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 90 00 Ithaca, New York PLANTING D. Mulching: Spread mulch over finished surface of each plant, plant bed or hedge trench as detailed - water plants thoroughly after mulching. Mulch shall be held back 3 inches from trunk of plant. E. Immediately after planting and staking, all plant materials shall be sprayed with anti -desiccant, using an approved power sprayer to apply an adequate film over trunks, branches, twigs and/or foliage. Apply according to manufacturer's recommendations. 3.2 MAINTENANCE A. Trees and shrubs shall be watered, cultivated, pruned, weeded and sprayed as required for proper maintenance, also clean up, repair protecting fences and stakes and all other items necessary to the care of trees and shrubs until substantial completion is issued. END OF SECTION 329000 ROCKEFELLER HALL NW PLANTING 32 90 00-4 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 92 00 Ithaca, New York LAWNS AND GRASSES SECTION 329200 LAWNS AND GRASSES PART1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary General Conditions, and Division 1 Specification sections apply to work of this Section. 1.2 SUMMARY A. This section includes: 1. Permanent seeding for lawn areas 2. Reconditioning of existing lawns 3. Topsoil 1.3 JOB CONDITIONS A. Product Handling: 1. Deliver seeds in vendor's unopened packages bearing labels showing vendor's name and seed analysis by weight. 2. Store all seeds at the site in a cool, dry place. 3. Deliver commercial fertilizer in standard size bags showing weight, analysis, and the name of the manufacturer. 1.4 SUBMITTALS A. Topsoil: 1. The Contractor shall provide earth materials to the testing laboratory for analysis and report for each type of topsoil. Topsoil testing shall be performed on random sampling of screened topsoil. a. Topsoil testing: 1) Provide the following topsoil analysis: a) Sieve Analysis (ASTM C136) with Minus #200 by washing (ASTM C117) b) Hydrometer Analysis (ASTM D-422) c) Nutrient Analysis, including organic content and pH 2) Test Results: a) The testing laboratory shall submit written reports of all tests, investigations, and recommendations to the Owner, the Contractor, and the Architect. B. Product Data: For each type of product indicated. ROCKEFELLER HALL NW LAWNS AND GRASSES 32 92 00-1 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 92 00 Ithaca, New York LAWNS AND GRASSES C. Certification of Grass Seed: From seed vendor for each grass -seed monostand or mixture stating the botanical and common name, percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. D. Qualification Data: For qualified landscape installer. PART 2 - - PRODUCTS 2.1 SOIL AMENDMENTS A. Commercial fertilizer (10-6-4) inorganic or organic containing not less than 10 percent nitrogen, 6 percent available phosphorus, and 4 percent water soluble potash. B. High Nitrogen Fertilizer: A slow-release fertilizer with 38 percent nitrogen. C. Lime: Natural limestone containing not less than 85 percent of total carbonates, ground so that not less than 90 percent passes a 10 -mesh sieve, and not less than 50 percent passes a 100 -mesh sieve. D. Aluminum Sulfate: Commercial grade. E. Peat Humus: FS Q -P-166 with texture and pH range suitable for intended use. F. Bonemeal: Commercial, raw, finely ground; 4 percent nitrogen and 20 percent phosphoric acid. G. Superphosphate: Soluble mixture of treated minerals; 20 percent available phosphoric acid. H. Sand: Clean, washed sand -free of toxic materials. Manure: Well -rotted, unbleached stable or cattle manure containing not more than 25 percent by volume of straw, sawdust, or other bedding materials, and containing no chemicals or ingredients harmful to plants. J. Topsoil: Shall consist of screened topsoil that meets the following conditions: 1. Well -drained homogeneous texture and of uniform grade, without the admixture of subsoil material, and entirely free of dense material, hardpan, sod, or any other foreign material. 2. Containing not less than 6 percent, nor more than 9 percent, organic matter in that portion of a sample passing a 1/4 inch sieve when determined by the wet combustion method on a sample dried at 105 degrees Celsius. 3. Containing a pH value within the range of 5.5 to 7 on that portion of the sample that passes a 1/4 inch sieve. 4. Containing the following gradations: Sieve Designation % Passing 1" 100% 1/2" 95 - 100% ROCKEFELLER HALL NW LAWNS AND GRASSES 32 92 00-2 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 92 00 Ithaca, New York LAWNS AND GRASSES #10 40-65% #60 25-40% #200 15-25% 2.2 SEED MIXTURES (AT LAWNS) A. Provide fresh, clean, new -crop seed mixed in the proportions specified for species and variety and conforming to Federal and State Standards. B. Acceptable material in a seed mixture other than pure live seed consists of nonviable seed, chaff, hulls, live seed of crop plants, and inert matter. The percentage of weed seed shall not exceed 0.1 percent by weight. C. Type I Seed Mix: General Lawn Area Seeding Amount by Percentage Weight Species or Variety Purity Germination 34% Falcon Tall Fescue 95% 85% 33% Finelawn Tall Fescue 95% 85% 33% Shenandoah Elite Tall Fescue 95% 85% 2.3 MULCH A. Wood cellulose fiber mulch with a premixed non -asphaltic tackifier shall be applied at the rate of 2,000 pounds per acre. B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Conwed 2. Weyerhaeuser PART 3 - - EXECUTION 3.1 GENERAL A. Seed all areas not paved or otherwise specially treated. Restore any lawn areas outside contract limits that have been damaged by the Contractor's operations. The Contractor is required to provide the Owner with a stand of grasses specified that is reasonably free of weeds and bare spots. 3.2 TOPSOILING A. Place topsoil in areas where seeding and sodding are to be performed. Place a minimum depth as indicated to the finished grade elevations where shown on the Drawings. ROCKEFELLER HALL NW LAWNS AND GRASSES 32 92 00-3 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 92 00 Ithaca, New York LAWNS AND GRASSES B. Fine -grade topsoil to eliminate uneven areas and to ensure proper drainage. Maintain finished grade elevations required. C. Remove all stones, roots, grass, weeds, or other foreign matter while placing. D. Lightly compact the topsoil to ensure its stability. E. Topsoil in an unworkable condition due to excessive moisture, frost, or other conditions shall not be placed until it is suitable for placement. 3.3 SEEDING NEW LAWNS A. Add ground limestone at the rate recommended by soil analysis. Do not use lime fertilizer in basin seed areas. B. Add 10-6-4 fertilizer at the rate of 25 pounds per 1,000 square feet and mix into topsoil. C. Rake area before seeding to obtain a smooth surface at the proper elevation. Drag area with a wood float to level out minor humps and hollows. Seed bed shall have a smooth friable uniform surface, free of areas ponding water. Seed at the rate of 5 pounds per 1,000 square feet. D. Mulch all seeded areas at the rate of 2000 pounds per acre with fiber mulch immediately after seeding. No machine shall be used that leaves ruts in the seed bed. It shall be the contractor's responsibility to add or remove mulch as needed to encourage seed germination and growth. 3.4 RECONDITIONING EXISTING LAWNS A. Recondition existing lawn areas damaged by Contractor's operations, including storage of materials and equipment, and movement of vehicles. Also recondition existing lawn areas where minor regrading is required. B. Provide fertilizer, seed, and soil amendments as specified for new lawns to provide a satisfactory reconditioned lawn. C. Provide new topsoil to fill low spots and meet new finish grades. D. Cultivate bare and compacted areas thoroughly to provide a satisfactory planting bed. E. Remove diseased and unsatisfactory lawn areas; do not bury into soil. Remove topsoil containing foreign materials resulting from Contractor's operations, including stone, gravel, and other loose building materials. F. Where substantial lawn remains but is thin, mow, rake, aerate if compacted, fill low spots, remove humps, and cultivate soil, fertilize, and seed. Remove weeds before seeding. Apply a seed -bed mulch, if required, to maintain moist condition. G. Water newly -planted lawn areas and keep moist until new grass is established 3.5 MAINTENANCE FOR LAWN AREAS A. Maintenance shall begin immediately after seeding is completed. ROCKEFELLER HALL NW LAWNS AND GRASSES 32 92 00-4 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 32 92 00 Ithaca, New York B. C. D. E. F. G. LAWNS AND GRASSES Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations such as rolling, regrading, and replanting to establish a smooth, acceptable lawn, free of eroded or bare areas. The grass shall be cut whenever the height reaches 3 inches. A minimum of three mowings will be required. In no instance shall the grass be cut lower than 3 inches in height. Excess clippings shall be raked and removed. Should the Contractor fail to maintain the lawn by mowing or other above maintenance procedures, the Owner may hire this work done and backcharge the Contractor. Watering: Should the seeding/sodding be done during hot, dry weather, the Contractor will be required to provide a portable irrigation system to supply a minimum of 1 inch of water over all seeded areas per week. Protection: Protection is the responsibility of the Contractor. Contractor shall protect all seeded/sodded areas against trespass and vandalism by temporary fencing or other means. Maintain lawns until date of Substantial Completion, but in no case less than the following period: 1. 90 days after completion of seeding. 2. If seeded in fall and not given full 60 -days of maintenance or if not considered acceptable at that time, continue maintenance the following spring until acceptable lawn is established. Final fertilizing: A high -nitrogen fertilizer, as specified above, shall be applied prior to date of Substantial Completion at the rate of 10 pounds per 1,000 square feet. END OF SECTION 329200 ROCKEFELLER HALL NW LAWNS AND GRASSES 32 92 00-5 EXTERIOR ENTRY STAIR APRIL 7, 2017 CORNELL UNIVERSITY SECTION 33 41 00 Ithaca, New York STORM UTILITY DRAINAGE PIPING SECTION 334100 STORM UTILITY DRAINAGE PIPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Pipe and fittings. 2. Cleanouts. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings and Manufacturer's Product Data for the following: 1. Piping and fittings. 2. Castings, frames, and covers 1.4 QUALITY ASSURANCE A. Manufacturer's qualifications: Firms regularly engaged in manufacture of storm sewage systems products of types, materials, and sizes required. B. Installer's qualifications: A firm with installation experience on projects with storm sewage work similar to that required for this project. C. Codes and Standards: 1. Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of storm sewer systems' materials and products. 2. Environmental Compliance: Comply with applicable portions of local environmental agency regulations pertaining to storm sewage systems. 1.5 JOB CONDITIONS A. Do not install concrete work when the temperature of the outside air is below 40°F and falling unless suitable means are provided to protect work from cold and frost and ensure that mortar and concrete will set without freezing. B. Comply with International Masonry Industry All -Weather Council cold weather construction and protection recommendations and American Concrete Institute 304 "Recommended Practice For Measuring, Mixing, Transporting and Placing Concrete." ROCKEFELLER HALL NW STORM UTILITY 33 41 00-1 EXTERIOR ENTRY STAIR DRAINAGE PIPING APRIL 7, 2017 CORNELL UNIVERSITY SECTION 33 41 00 Ithaca, New York STORM UTILITY DRAINAGE PIPING 1.6 DELIVERY, STORAGE, AND HANDLING A. Do not store plastic pipe, and fittings in direct sunlight. B. Protect pipe, pipe fittings, and seals from dirt and damage. 1.7 SUBSTITUTIONS A. All bids shall be based on the stormwater system and specified here and shown on the plans and details. If a Contractor wishes to propose a substitution to either of these, it shall be submitted on a separate proposal with a detailed description of the proposed substitution. It shall include drawings and product data equal to those provided in the Contract Documents so that the Owner may review them equally. The Owner reserves the right to accept or reject any substitution proposed. PART 2 - PRODUCTS 2.1 PVC PIPING AND FITTINGS A. Pipe: ASTM D 1785, SDR 35 PVC, with plain ends for solvent -cemented joints. B. Fittings: ASTM D 2467, SDR 35 PVC, socket type. 2.2 CLEANOUTS A. Cast -Iron Cleanouts: 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Josam Company. b. Smith, Jay R. Mfg. Co. c. Watts Water Technologies, Inc. 2. Description: ASME A112.36.2M, round, gray -iron housing with clamping device and round, secured, scoriated, gray -iron cover. Include gray -iron ferrule with inside calk or spigot connection and countersunk, tapered -thread, brass closure plug. 3. Top -Loading Classification(s): Heavy Duty. 4. Pipe Fitting and Riser to Cleanout: ASTM A 74, Service class, cast-iron soil pipe and fittings. 2.3 CONCRETE A. Portland Cement Design Mix: Refer to section 321313 Site Concrete. 1. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (420 MPa) deformed steel. ROCKEFELLER HALL NW STORM UTILITY 33 41 00-2 EXTERIOR ENTRY STAIR DRAINAGE PIPING APRIL 7, 2017 CORNELL UNIVERSITY SECTION 33 41 00 Ithaca, New York STORM UTILITY DRAINAGE PIPING PART 3 - EXECUTION 3.1 EARTHWORK A. Excavation, trenching, and backfilling are specified in Division 31 Section 312010 "Excavation and Filling." 3.2 PIPING INSTALLATION A. General Locations and Arrangements: Drawing plans and details indicate general location and arrangement of underground storm drainage piping. Location and arrangement of piping layout take into account design considerations. Install piping as indicated, to extent practical. Where specific installation is not indicated, follow piping manufacturer's written instructions. B. Install piping beginning at low point, true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings according to manufacturer's written instructions for use of lubricants, cements, and other installation requirements. HDPE joint between plain end pipes shall be butt fused as recommended by the approved pipe Manufacturer. C. Install fittings for changes in direction. D. Install proper size increasers, reducers, and couplings where different sizes or materials of pipes and fittings are connected. Reducing size of piping in direction of flow is prohibited. 3.3 CLEANOUT INSTALLATION A. Install cleanouts and riser extensions from sewer pipes to cleanouts at grade. Use cast-iron soil pipe fittings in sewer pipes at branches for cleanouts and cast-iron soil pipe for riser extensions to cleanouts. Install piping so cleanouts open in direction of flow in sewer pipe. 1. Use Heavy -Duty, top -loading classification cleanouts in vehicle -traffic service areas. B. Set cleanout frames and covers in earth in cast -in-place concrete block, 18 by 18 by 12 inches deep. 3.4 TAP CONNECTIONS A. Make connections to existing piping and underground structures so finished work conforms as nearly as practical to requirements specified for new work. 3.5 SITE UNDERDRAINS A. Pipe shall be located as shown on the drawings, holes down and backfilled as detailed. Slope pipe as noted on the plans. 3.6 CONCRETE PLACEMENT A. Place cast -in-place concrete according to ACI 318. ROCKEFELLER HALL NW STORM UTILITY 33 41 00-3 EXTERIOR ENTRY STAIR DRAINAGE PIPING APRIL 7, 2017 CORNELL UNIVERSITY SECTION 33 41 00 Ithaca, New York STORM UTILITY DRAINAGE PIPING 3.7 IDENTIFICATION A. Arrange for installation of green warning tape directly over piping and at outside edge of underground structures. 1. Use detectable warning tape over ferrous piping. 2. Use detectable warning tape over nonferrous piping and over edges of underground structures. 3.8 FIELD QUALITY CONTROL A. Inspect interior of piping to determine whether line displacement or other damage has occurred. Inspect after approximately 24 inches of backfill is in place, and again at completion of Project. 1. Submit separate reports for each system inspection. 2. Defects requiring correction include the following: a. Alignment: Less than full diameter of inside of pipe is visible between structures. b. Deflection: Flexible piping with deflection that prevents passage of ball or cylinder of size not less than 92.5 percent of piping diameter. c. Damage: Crushed, broken, cracked, or otherwise damaged piping. d. Infiltration: Water leakage into piping. e. Exfiltration: Water leakage from or around piping. 3. Replace defective piping using new materials, and repeat inspections until defects are within allowances specified. 4. Reinspect and repeat procedure until results are satisfactory. B. Test new piping systems for leaks and defects. 1. Do not enclose, cover, or put into service before inspection and approval. 2. Test completed piping systems according to requirements of authorities having jurisdiction. 3. Schedule tests and inspections by authorities having jurisdiction with at least 24 hours' advance notice. 4. Submit separate report for each test. 5. Gravity -Flow Storm Drainage Piping: Test according to requirements of authorities having jurisdiction, UNI -B-6, and the following: a. Exception: Piping with soiltight joints unless required by authorities having jurisdiction. b. Option: Test plastic piping according to ASTM F 1417. C. Leaks and loss in test pressure constitute defects that must be repaired. D. Replace leaking piping using new materials, and repeat testing until leakage is within allowances specified. 3.9 CLEANING A. Clean interior of piping of dirt and superfluous materials. Flush with potable water. ROCKEFELLER HALL NW STORM UTILITY 33 41 00-4 EXTERIOR ENTRY STAIR DRAINAGE PIPING APRIL 7, 2017 CORNELL UNIVERSITY SECTION 33 41 00 Ithaca, New York STORM UTILITY DRAINAGE PIPING END OF SECTION 334100 ROCKEFELLER HALL NW STORM UTILITY 33 41 00-5 EXTERIOR ENTRY STAIR DRAINAGE PIPING APRIL 7, 2017 ROCKEFELLER HALL NORTHWEST EXTERIOR ENTRY STAIR REHABILITATION C.U. PROJECT. No. 10242-477 KHH PROJECT No. 116008RHS • • ;r;...^.., "; ... 33.s fxn.:.°.°, x°8::;""', �..8 £.08080.. 0; .. . °08'0•°° • • • • LIST of DIRWI%GS L1.01 STAIR REMOVAL PLAN AND SECTION L1.02 STAIR RESTORATION PLANS AND SECTIONS L2.01 STAIR RESTORATION SECTIONS L2.02 STAIR RESTORATION DETAILS L2.03 MASONRY AND SITE DETAILS lirSTRUCTURAL ENGINEERING 5110 COMMONS PARI( DRIVE LANDSCAPE ARCHITECTURE EAST SYRACUSE, NEW 'MK 73a5a•abat BUILDING ENVELOPE SYSTEMS 1... Oii mid MhG Klepper, Hahn & Hyatt 101' Og 111111 t20 '1;h q4V; e iEg EXISTING BUILDING FACE AT DOORWAY RECESS LONER PORTION OF EX: WOOD DOORWAY TRIM, SHALL BE CAREFULLY GUT OFF 4 REMOVED FOR REPLACEMENT, 1,41T14 AFRICAN MAHOGANY (SEE 5/L2.02) EXIS1ING FACE OF BUILDING (BEYOND) REMOVE EXISTING BEREA SANDSTONE BLDG. STONE, BEYOND, FOR REPLACEMENT EACH SIPE OF DOORWAY ENTRY (SEE PI -)OTO 'A') REMOVE EXISTING BLUESTONIE DOORWAY ENTRY SLAB FOR REPLACEMENT REMOVE EXISTING. GRANITE PAVER SLABS, OF THE UPPER PLATFORM AND SALVAGE FOR REINSTALLATION M111111111.144140111a1131446 EXISTING. 9.,113SURFACE CONCRETE STRUGTURAL SLAB TO REMAIN, UNDISTURBED (VJ.FJ EXISTING CLAY BRICK ARCH, TO REMAIN CONTRACTOR SHALL PROVIDE FOUR (4) STEEL SUPPORT FO5T5 BENEATH 11-E: EXISTING STAIRWAY PLATFORM PRIOR TO THE START OF STAIRWAY CONSTRUCTION (PAF. A CLOT FOR PLAN VIEW LOCATIONS) EXISTINfi mpg,* SPADE BE=LOW UPPER PLATFORM EXISTING INTERIOR BUILDING CORE DRILL 3' DIA:. CARES, INTO WALL„ BRI GK FACE (BELOW) EX. GONG. SLAB, AT EACH POST BASE TO VERIFY EX. SUBSTRATE CONDITIONS. DEPTH OF CORE SHALL BE EXTENT OF EX. SLAB TFIIGKNE55 (VLF.) FILL IN W1 GONG., MONOLITHIC HITH CONCRETE PADSJtjC4)NGlE.TrP.—' . STAIR REMOVALS AND COLUMN REINFORCING SECTION EX. STEEL BEAM, TYPICAL EX. DUCT TO REMAIN PROVIDE i" x 8` 561„ 6ALV. STEEL GAP PLATES, AT UNDERSIDE OF EX. STEEL BEAM, S -HM TUSHT WITH STEEL SHIMS (TVP,) 4' DIA. STD. STEEL, &ALV. SHORING POSTS, TVP, INSTALL SHORING POST(5) 114 FRONT OF EX. DUCT TO REMAIN_ FROMM t"xI2" SQ., &ALV. 5TE1- BA5E PLATES W1 (2) i" DIA. ANCHOR RODS, GRILL AND EPMY INTO REMOVE EXISTING STONE GFIEEKF4A,LL SYSTEM (BEYOND) )CAREFUL PARTIAL REMOVAL., SEE 51aGTION5 ON q l L.2.03] SALVAGE COPING. FOR RE -USE IN IUILT WALL 47 EX. ttJBEI RFAGE CONC, STRUCTURAL SLAB TO REMAIN, UNDISTURBED PROVIDE I'-4" SQUARE X 5" THICK CONC. PADS, CENTERED ON POST LOCATIONS, TYPICAL N.T.S. A.D. WHITE HOUSE PHYSICAL SCIENCES BUILDING ROCKEFELLER HALL f C,ONTRAGTOR ACCESG ROUTES, TIP. EAST AVENUE SITE CIRCULATION PLAN N.T.5. EX. STEEL BEAM (IN CEILING OF SPACE BELOW) SHOWN AT APPROX. LOCATIONS, TYPICAL J REMOVE SURFACE SECTION OF EXISTING STEPPED, SUBSURFACE GONG, SUPPORT SLAB, TO BE REBUILT BACK UP WITH STEPPED STRINGERIDRAIN PAN. PPP. REMOVE AND SALVAGE EXISTING. BRONZE HANDRAILS. TURN OVER TO OWNER, TYPICAL -I nes tria Mb WM REMOVE EXISTING WEATHERED BLIJE'STONE DOORWAY SLAB, FOR REPLACEMENT �Z REMOVE AND SALVAGE EXISTING GRANITE STEP 5LA155, TURN OVER TO OWNER, TYPICAL. EXISTING MORTARED STONE FOUNDATION TO REMAIN (ASSUMED) A/P 4 io, H.W, BUILDING ENTRANCE Br V` t REMOVE EXISTING CONC. SIDEWALK SLAB ANY EXISTING STEEL REINFORCING ENCOUNTERED DURING SLAB SURFACE PREPARATION / REMOVALS SHALL REMAIN FOR REUSE AT LOCATIONS OF NEW STEPPED STRINGERS, TYP. (FIELD VERIFY AND REVIEW FINDINGS WITH EN6INEEP) ie:;4444 PROJECT LOCATION MAP REMOVE EXIST. DETERioRATEo BLDG. STONES (DEREA SANDSTONE), FOR REPLACEMENT N.T5. RO KEFELLER REMOVE DETERIORATED OR DAMAGED (AT GRADE) PIECE(5) OF BUILDING VENEER STONES, FOR REPLACEMENT. REVEH WITH OWNER'S PM, TYP. REMOVE rI SALVAGE EXISTING /GRANITE PAVER SLABS, FOR REINSTALLATION, TYP. REMOVE LOWER PORTION OF LoVOOD TRIM TO BE REPLACED (SEE DETAIL 511..2.E ;mo- o�i a�pxxoar CAREFULLY REMOVE AND SALVAGE IEXISTING IRON GUTTER BOOT FOR. REPAIR AN) REINSTALLATION (SEE 6EFERAL NOTE #1.) CAREFULLY REMOVE ANP SALVAGE EXISTING STONE COPING SYSTEM, FOR REINSTALLATION IN REBUILT HALL PHOTO 'A' N.T.S PROVIDE STEEL POSTS BELOW, , TVP. (4 TOTAL) SEE 5E0T. I 1 LI.OI APPROX. LOCATION Of SCARF JOINT ABOVE STONE TO BE REMOVED (TYP) REMOVE EXIST. BLDG. CORNER VENEER STONES FOR REPLACEMENT UNDERGROUND UTILITIES 5140141 AS APPROX ONLY, PER CAMPUS UTILITY MAP EX. WATER REMOVE DETERIORATED OR DAMAGED (AT GRADE) PIECES) OF BUILDING VENEER STONES, FOR REPLACEMENT. REVIEW WITH OWNERS PM, TYP. RBMOVE PORTION OE E XISTIN$ STONE GFWALL (PARTIAL REMOVAL) SEE q / L2.03 EXISTING 006W00P TREE TO BE REMOVED) BY 01^1ER (SEE GENERAL. NOTE $I2i EXIST. MULCH BED VEX. WATER EX. BENCH EXIST. CONC. SIDEWALK (SEE GENERAL NOTE #3) - - EX. CW ---- EX. CW UNDERGROUND UTILITIES 514041 A5 APPROX. ONLY, PER CAMPUS UTILITY MAP EX. CHILLED WATER VEX. STORM EX. CW EXISTING CON RETE SIDEWALK EX. CHILLED WATER /FIRELANE (SEE NOTE #3) STAIR REMOVALS SITE PLAN SCALE: 114` = I'-0' EX. STORM EX. STORM REMOVE EX. I EAT -HERB? E UI:STOIE DOORWAY SLAB, FOR REPLACEMENT CODE SUMMARY PROJECT LOCATION: ROCKEFELLER HALL - BORDERED BY EAST AVENUE TO THE WEST, T1 -E PHYSIGAL SCIENCES E'JILPIN6 TO THE NORTH, SGIE IGE;S DRIVE TO THE EAST, AND ANDREW DICKSON WIITE= HOUSE TO THE SOUTH BUILDING DATA: BUILDING ADDR: YEAR BUILT: PROJECT WORK AREA: ROCXEFELLER HALL, CORNELL UNIVERSITY ITHACA, NEH YORK 14553 1104 APPROX. 1100 SF APPLICABLE CONSTRUCTION CODES: 2016 HSI YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE ("UNIFORM GODE') 2015 INTERNATIONAL EXISTING BUILDING CODE: SECTION 503 - ALTERATION LEVEL I ARTICLE 503.2 APPLICATION: LEVEL I ALTERATIONS SHALL COMPLY WITH TIE PROVISIONS OF CHAPTER 1 SECTION 701 - GOAL ARTICLE -101.2 CONFORMANCE: "AN EXISTING. mime 0R PORTION TH5REOF SHALL NOT BE ALTA SUCH THAT TW BUILDING BECOMCS LESS SAFE THAN ITS EXISTING COIV1T1ON" SECTION 102 - BUILDING ELEMENTS AND MATERIALS ARTICLE 702b MATERIALS AND METHODS SECTION 104 - MEANS OF EGRESS ARTICLE 104.1 GENERAL: ALTERATIONS SHALL BE PONE IN A MAWR THAT MAINTAINS T1 -E LEVEL OF PROTECTION PROVIDED FOR T1 -E MEANS OF EGRESS SECTION T05 - AGGES5IBILTY ARTICLE 105.1 GENERAL: A FAGILIMHAT IS ALTERED SHALL COMPLY WITH THE APPLICABLE PROVISIONS IN SECTION 1O5.I.I THROUGH 105.1.14, AND CHAPTER 11 OF THE INIERNATONAL BUILPINB CODE UNIT IT IS TECHNICALLY INFEASIBLE. WHERE COMPLIANCE HITH SECTION 705 15 TECHNICALLY INFEASIBLE , THE ALTERATION SHALL PROVIDE ACCESS TO THE MAXIMUM EXTENT THAT IS TECHNICALLY FEASIBLE ARTICLE 105.1.1 ENTRANCES: WHERE AN ALTERATION INCLUDES ALTERATIONS TO AN EN—RANGE AND THE FACILITY HAS AN ACCESSIBLE E3ITRANGE ON AN ACCESSIBLE ROUTE;, THE ALTERED ENTRANCE I5 NOT REG17 TO BE ACCESSIBLE UNLESS REQ'D BY SECT -105.2 ARTICLE 105.1.12 THRESHOLDS: THE MAXIMUM I -EIGHT OF THRESHOLDS AT DOORWAYS SHALL. BE 3/4" AND HAVE A BEVELED EDGE ON EACH SIDE. 2015 PROPERTY MAINTENANCE COPE OF ICH YORK STATE 2015 I CC/ANSI AI17.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES CODE DATA SUMMARY: BUILDING USE GLASSIFIGAT10N1 CONSTRUCTION: FIRE SAFETY: MIXED MASONRY 11-E STAIRWAY SERVES A5 AN EXISTING EML=RGENCY EGRESS ROUTE FOR THE E VILDING, ANf2 WILL. BE SHUT DOLL DURING G0N5TUCTION. THE OI4ER HILL BE RESPONSIBLE FOR INTERIOR R.EFROUTINe FOR THE DURATION OF TI -E FI O..EGT. APROX... . ARCH- , .. . BG. Ems. ORCI_ .. CO. LIST OF ABBREVIATIONS .ALTERNATE . APPROXIMATELY ARCHITECTURAL .ASPHALT . BOTTOM OF FD0111146 ELEV. . BOTTOM OF CURB . BOTTOM OF STAIR . CENTERLINE CLEANOUT CONCRETE DIAMETER DRAWING . DRAWINGS EACH . ELEVATION . EXISTIN& FINISH FLOOR ELEVATION FOUNDATION FOOTING . GALVANIZED INVERT ELEVATION COW DWG DIA. EA.. ELEV EXIST. OR EX F.FE. FNDN FTG, 1E - INFO MAX M.E.. MIN. NTS. 0:c INFORMATION . MAXIMUM M'EATGI-F EXISTING MINIMUM NOT TO SCALE ON CENTER PSI . POUrWS PER SGIIARE INCH SEDT. SECTION 5F. . SGIUARE FEET SIM. . SIMILAR SPEG's .. , ... SPECIFICATIONS SQ .SQUARE STRUGT STRUCTURAL TOP OF F00T1N9 EI EVATION TS . . TOP OF STAIR TW . . TOP OF HALL TVP. TYPICAL UD . UNDERDRAIN U.N.O.. .... ..1!tESS NOTED On -ERASE VIF . .VERIFY IN FIELD GENERAL NOTES 1. PROVIDE TEMPORARY REPLACEMENT PIPING TO MAINTAIN FL0H5 OF ROOF LEADER UNTIL NEW ROOF LEADER COI+INEGTION 15 COMPLETE. 2. CONTRACTOR SHALL BOX OUT EXISTING SUB RA DE TO A MINIMUM DEPTH OF 14" FROM EX. GRADE AT CONCRETE SIDEWALK REMOVAL AREA. REFER194CE THE CONCRETE SIDEWALK DETAIL FOR SIDEWALK REPLACE-11E14T SCOPE. 3. PROTECT Ex CONCRETE 51DEJ4ALK PAVEMENT THROUGHOUT CONSTRUCTION. ANY PAMA SIMIAN -I( SHALL BE REPLACED, 4. RESTORE ALL LAWNS, PLANTINGS/MULCH BEDS, AND PAVEMENTS TO PRE -CONSTRUCTION CONDITIONS 5. GRADES SHOWN ON SITE PLAN ARE FINISHE=D GRADES. VERIFY ALL SITE DIMENSIONS AND GRADES PRIOR TO START OF ANY WORK. b. UNDERGROUND IJ1"ILITIE=S INDICATED ARE APPROXIMATE ONLY. VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES (SEE NOTE 10). 1. ALL DIMENSIONS ARE RIGHT ANGLES UNLESS NOTED an-IERHISE. b. STOCKPILE SALVAGED MATERIALS WHERE DIRECTED BY OWNER. q. GRADES fERE ESTABLISHED 13Y FIELD RECONNAISSANCE, NOT BY A FORMAL TOPOSRAPHIG SURVEY. THE CONTRACTOR SHALL VERIFY/CONFIRM AIL EX. GRADES PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO TSE LANDSCAPE ARCHITECT. 10. THE CONTRACTOR SHALL CONTACT DIG SAY 14E 4 YORK 'SII' FOR A UTILITY MARL: OUT OF E.XISTIN6 UNDERGROUND UTILITES AND ALSO REVIEW EXISTING UTILITIES HITH THE OWNER PRIOR TO THE START OF PORK. II. EXISTING METAL AIR-INTAKE TO BE REMOVED AND REPLACED 1^1ITU BRONZE LOUVER SYSTEM. I1•E EXI5TING ISA SANDSTONE LINTEL AND SILL SQL EE REMOVED FOR REPLICATION TO ORIGINAL STONE CONDITION WITH REPLAGEMENT LINTEL AND SILL STONES (IN-KIND). 12. EXISTING 1206140017 TREE TO BE TRANSPLANTED BY 014ER PRIOR TO CONSTRUCTION AND REPLANTED BY OE44ER TOYJARD END OF CONSTRUCTION. CONTRACTOR SHALL RE=VIEW AND COORDINATE WITH 01 ER. " 1" 2" 3" •••• REFERENCE SCALE BAR REFERENCE SOU ENR MOWED 1t cornea 11EN MUG SIZE wts XEEN )EDUCED OR PURGED IN REPRODUCIIOFI. THIS SOLE BR IS FOR SLEET SIZE REFERENCE DIY AERO DMS NOT REPLACE SOUR AS MEC ON MOW OR NNL S- CONSULTANT LOGO: w I} • LLJ CT 12 • J1 w > - • LLf S CJ J < 00B 5m East Syracuse, NY 13507 5710 Commons Perk Drive 0 0 J UNIVERSITY O U W COLu w z w z 0 C O 2 Fa I— < IX O W Z I' J IX i— CL' (0 J IX J I— W Z LL W W D. O — • W X w Q z CU Job No. 10242-477 KHH Job No. 116008RHS Scale AS SHOWN Drawn By W5/M M Checked By JP Date APRIL 7, 2017 Date -Rev. Dwg. No. L1.01 ED Klepper, Hahn & Hyatt 2017 gg gg:Ill 4111136 P 44affix B EX. CONC. SLAB TO REMAIN (V.IF) PROVIDE *4 5.5. 1 BARS, DRILL A1+ 7 EPDXY INTO EX GONGRETE SLAB TO REMAIN. ONE PER STRINGER STEP, TYPICAL 1 EX INTERIOR BRICK 'MALL FACE (BEY0142) EX. C.ONG. SLAB TO REMAIN SECTION A -A BRONZE VOLUTE PIECE ITEM I4530V YP : ----- . II=1_v-.- STMP _! rzi NORTH PROVIDE *4 5.5. If BARS, DRILL AFD EPDXY INTO EX CONCRETE SLAB TO REMAIN. ONE MIN., PER STRINGER STEP, TYPICAL SECTION B -B CONCRETE STAIR BASE REINFORCING SECTIONS 1/2" = 11-0" r-04 V-8011 1 I' -O" 3'Q" q_ 1 3'_Q" 3'-8" I LONt 2' -IO" 3'-0" 3'-0' 3'-0" 4' MAX. t I I" I'xl"SR, SOLID, BRONZE POST, TYPICAL BRONZE HANDRAIL ITEM * 4530 1 BRONZE BASE ITEM 1 SOLID BRONZE FLATBAR (JULIUS BLUM) NOTE: I. ITEM NUMBERS CORRELATE TO .ILIUS BLUM it GO. PRODVGT NUMBERS PER CORNNELL UNIVERSITY'S DESIGN AND CONSTRUCTION STANDARDS STEPPED TREAD 0 SUPPORT STRINGERS (SEE SECT. I,L1.02) STRINGER STEP. TYP. SLOPED GONG. . -... SL, TYPICAL 0 STEMMED RAIL POST CONNECTION, CAST IN-PLAGE, TTP. X. STONE IIIA, WALT. (BELOW STEMMED RAIL POST CONNECTION, GAS IN-PLAGE, TYP. STRINGER f STEP, TYP. o STEPPED TREAD SUPPORT STRINGERS SEE SECTIONS TYPICAL 0 SLOPED CONC. SLAB, TYPICAL — - -_/-5TRINSER STEP, TTP. 4.1 6 Apr 0 FACE OF EX. BUILDING STAIR SUPPORT PLAN SCALE: lit' = 147 UNDERDRAIN 6' 6" t -11111.-X— STPD RAIL POST 4, GONNEGTION, GAST INTO SII+LK SLAB LINE OF GRANITE TREAD NOSING (ABOVE.), TYPICAL 6 STAIR HANDRAIL SCALE: lit' = ILO" 1 1 1'-6" BRONZE VOLUTE PIECE ITEM *4530V RAIL POST CONFECTION DETAIL = (STE1+1ED CONNECTION) SHALL 1711.-1 BE SIMILAR FOR RAIL PO5T5 LOCATED IN HAM: BMW INTO CONCRETE SIDEWALK SLAB, SIM. REPLACE EXISTING BLIESTONE N.W. BUILDING ENTRANCE DOORWAY SLAB, WITH BLACK GRANITE MATER AL REPLACE BUILDING CORNERNEHEER. STS (BEREA SANDSTONE), TO ORIGINAL CONDITION REF. 4/L2.02 14.10 HOOD TRIM REPAIR 0 — RESET SALVAGED LLI LL LLI 0 STEEL POST (BELOW, rev. SEE SECT. I J LIDI CONCRETE PONT. HALL (3E1_04 GRANITE PAVER SLABS, ON DRAIN MAT SYSTEM EX. STEEL BEAM (BELOW), TYPICAL REPLACE EX DAMAGED GRANITE PAVER SLAB PIE RESTORE AND REINSTALL SALVAGED GAST IRON GUTTER BOOT, TO ORISINAL CONFIGURATION WALL FACE (ABOVE, TYP.) REPLA:.ENIENT STOFE PATTERN, SHALL MEET AF+D MATCH EXIST1N6 eL26. VENEER TYPICAL EX. STAIR TREAD (13EYO1t) HALL) EX. HALL COPING i. -'----,.....0. m.,.----. . .-,..y J -. �.;,-;: , -.- STAIR CHEKWALL - SOUTH FACE ELEVATION VIEW MATCH VENEER OF THIS BUILDING FACE fXISTIN15 STAIR CHEEKWALL - SOUTH FACE IMAGE PHOTO 'B' (SEE SITE PLAN) PROVIDE V.T.EEXPANSION JOINT MILL WALL FFP) REPLACE EXISTING STONE LINTEL 03ELDI#14 AT MASONRY OPENING, WI BRONZE ifLOWER SYSTEM TO REPLACE METAL AIR INTAKE CLEANOUT I.E.= 11.00-1 93.12) ■ 44.bo 414158 EX. WATER TIE INTO EX. STORM LINE AND PROVIDE NEW VVRTIGAL SECTION OF Ex., B13.0W GRADE, OUTLET PIPE AS REGvIRED FOR TIE-IN (VLF) RE -I NSTALL SALVAGED STONE COPING SYSTEM UNDERGROUND UTILITIES Sh OHN AS APF 0X. ONLY, PER CAMPUS UTILITY MAP EX. WATER X. LANDSCAPE B EE GENERAL NOTE 0 EX. TREE GONG. FNDN. WALL (13E1-014 'JOINT, TYPICAL 0 EX. TREE I.E.= 12 UTILITY CROSSING EX. WATER EX. BIKE PAD EX. CW EX. CW EXIST, LAWN PROVIDE BRONZE HANDRAILS CONTROL JOINT TI PIGAL EXPANSION JOINT (EJ) ALONG HALL, TYPICAL b"TO4" REDUCER (I.E. 41.50 RESTORE STAGING AREA (SSB= E AL NOTE 4) TRANSPLANTED DOGWOOD TREE (BY OWNER TOWARD END OF CONSTRUCTION) EX. BENCH CONCRETE SIDEWALK PROVIDE 316 S.S. DOWELS AT 1.-V OC.. DRILL • EPDXY INTO EX. CONC. SDEMLK TO REMALN(TYPICAL). PROVIDE ALONG ENTIRE SA CRIT EDGE. { 413.20 EX. CW MEET AND MATCH EXISTING GRAPE .E) 43.14 EXISTING MULCH BED MEL Ii6111111111ik.. TOPSO I L AND SEED EXISTING ERODED LAHN AREA EXIST. CONC. WALK EX. CHILLED WATER (93.20) EX. STORM (93.14) EX. CW EXISTING CON RETE SIDEWALK EX. STORM STAIR RESTORATION SITE PLAN SCALE: I{4" EX. CHILLED WATER — EX. STORM t ~ 1 ~ 2" 3" •••• REFERENCE SCALE BAR 1E4JICE SOLE DAR MOWED 1t CONFIRM 1 1EN MANG 5RE FPS DEB REDUCED OR EN IXED RI REPRODUCII1FI. IRIS SOY -E ENR IS FOR SHEEP Sly REFERDICE OIRLY MO ODES IbT REPLACE SONS$ AS MOWED OR MAW D INLS- CONSULTANT LOGO: SYRACUSE, NY East Syracuse, , NY 13507 5710 Commons Perk Drive 0 0 0 J UNIVERSITY W CO 0 U w cn 0 CO CI_ 0 0 COW DC N VJ Lit z J J W z 0 C 0 _ 2 Fa Q 0W zc col J J I— W Z LI- W W. 0 C XC W Q z CU Job No. 10242-477 KHH Job No. 116008RHS Scale AS SHOWN Drawn By WS/MM Checked By JP Date APRIL 7, 2017 Dat e -Rev. Dwg. No. L1.02 ED Klepper, Hahn & Hyatt 2017 101' Og gg:Ill 3. 1.11B i40i; Blog EXISTING BUILDING FADE AT DOORWAY RECESS REPLACE PORTIOi4 OF LOVER EX. HOOD DOORL'iAY TRIM, IN-KIND, HITH AFRICAN QR FIOIVVILRAN MAHOGANY WOOD, PROFILE TO MATCH EXISTING. REPLACE EXISTING BEREA SANDSTONE BLDG. STONE, BEYOND (44202) (EACH SIX OF DOORWAY ENTRY) 2'-10" 111 PROiVIIDE NEH DOORJAIAY ENTRY SLAB, OUT OF ZIMBABWE BLACK GRANITE. MEET AND MATCH EXISTING STONE DIMENSIONS AND PROFILES OF ORIGINAL BLUESTONE ELEMENT. PROVIDE WATERPROOFING ACROSS ENTIRE PLATFORM AND STAIR SIJFFORT SLAB SYSTEM (HLM500T), TYPICAL r j, W/ffErzirff/701ffirell rAW,iffg,ffffirAffarA Wrffliffelf, 1,49:,1# rdr17,,,,,71A r r,Strifforiffie r 0///?ffiLA iff ff. fl}1}TL it}TTTTf}rr11Tr A IV f t l l i l E l i 1 1 ATlT1fETITirirEi}t}aTarlrlflWUEfif}{T{f{f jTjTaT+rAMrlYiflTIr;r I }F.F �diArAT};}aT;fyff}}#T#1jT;TAT{Thr;l;}irlTjljTirlrLrjif7l};T;TA11fiTRRifi}1TatitjfifiTLrRil;}}XTMNT;T1T+rjMi}it;i;l;lilTrTNMT1f1f1T1Tr<it, MOAT fl}Ir;TjfAMMIifiTU;ijryiiryTRifl}i}lTjy}1TtYlt;T;RT;T;T;T►fi}T;TjljfjT;T;Tir►i i r f} RT;fR1TiT;iR1}1f1T1T;fiT } T T r 1 T T T r}}} T r T 1 • EX. CEILING IN SPACE BELOW STAIR EX. BEAM IN SPACE BELOH STAIR EXISTING BUILDING SPADE HEL.OH UPPER LAUDING ("PLATFORM') 31011 BRONZE HANDRAIL STAIR BASE REINPQRGIN6 TEMPORARY SUPPORT (REFERENGE IiLI.OI FOR INFO.) PROVIDE WATERPROOFING ACROSS ENTIRE PLATFORM AND STAIR SUPPORT SLAB SYSTEM (HLMra00T), TYPICAL DRESS PLANE OF EXISTING CONCRETE SUPPORT SLAB, TO REMAIN, WITH REPAIR MORTAR. PROVIDE A UNIFORM SLOPED DRAINAGE PAN SURFACE, BETHEEN BUILT -LP CONC. SUPPORT STRINGERS, TYPICAL STAINLESS STEEL U' BAR5, DRILLED AND EPDXIED INTO EXISTING SLAB (2 ' EMBEDMENT, INTO EX. SLAB), TYP. REF. I 1 LI.02 FOR AMYL INFO. CONCH STAIR BASE REINFORCING FINISH ERADE 9 OPEN AREA BENEATi# GRANITE TREADS, BETWEEN STEPPED STRINCLTZ, TYPICAL RAISED / STEPPED STONE TREAD SUPPORT (BEYOND) Q 4a1 ct STAIR RESTORATION SECTION A -A (SEE SILI.02 FOR LOCATION) 1t.TS. • • PHOTO EXAMPLE: STEPPED STRINGER TREAD SUPPORT SLAB Oa paoi PHOTO EXAMPLE: GRANITE TREAD STONE INSTALLATION op•o PHOTO EXAMPLE: 3/16" OPEN TREAD HEAD JOINTS BRONZE, HANDRAIL EVIL -DING FACE 't HIDE STONE END JOINTS. DRESS HITH FLEXIBLE MORTAR, TOA DEPTH OF I "MIN. 4 Y + 4 I'-0" TYPICAL • 4 tl- . 4 44 - 51IfPF'F1.) STRiNGER REINFORCING NEOPRENE LEVELING / SUPPORT SHIMS, ALONG FRDHT 4 BACK EDGES OF STOICS, TYP. STAIR RESTORATION SECTION B -B N.T.S. /./r7,17.z //,/// SPE -A. // Ira d 4 . c 44 .4 e A 55. TREAD STOPS AT HEAD JOINTS. PR VIDE FOR EACH END OF EACH STONE, TYPICAL (SEE SECTION 2 / L2.OI) (SEE BiL1,02 FOR LOCATION) 6 PROVIDE WATER ROOFING ACROSS ENTIRE PLATFORM AND STAIR SNORT SLAB SYSTEM (FIL1-50OT), TYPICAL 1 CONTINUOUS POUR -STOP (STRIP OF RiGID INSULATION) MAINTAIN I " (REE -BOARD FOR FLAN OF WATER BENEATH FOUR -STOP BRONZE, HANDRAIL L STEPS (BEYOND) DRAINAGE FILL STONE FADED GHEEKWALL (BEYOND) 4" SRF, PIPE HOLES DOWN (SEE PLAN) FILTER FABRIC STONE FACED GfIEEK.VIALL " HIDE STONE HEAD JOINTS (OFff!), TYPICAL PROVIDE PERMANENT SPACERS, TYPICAL "t HIDE STONE END JOINTS. DRESS WITH FLEXIBLE MORTAR, TO A DEPTH OF I " MiK RAE I / L2.02 FOR ADDITIONAL GRANITE TREAD STONE INFORMATION 4 2 • f ° a • 1 4 RAISED CONCRETE TREAADDuSTONE �I� SUPPORT STRINGER, (STtPF'ED), TIP. I' -O" TYPICAL •. '• 4 55. TREAD STOPS AT HEAD JOINTS. PROVIDE FOR EACH END OF EACH STONE, TYPICAL (SEE SECTION 2 / L2AI) TYPICAL PORTION OF EXISTING CONCRETE SUPPORT BASE TO REMAIN OPEN DRAINAGE PAN, BELOH GRANITE TREADS, TYPICAL " I" 2" 3" •••• REFERENCE SCALE BAR REFERENCE SALE BIR MOWED T[3 cornea THEN CRAM 5RE INS MEN REDUCED OR PURGED IN REPRODUCROFI. MN SCALE BR IS FOR SLEET SEE REFERENCE ONLY NEO oafs NOT REPLACE SOW AS IMO ON INCMgIL1; macs_ CONSULTANT LOGO: citSZ co 0 SYRACUSE, NY z CT 111 z C.9 z to 1— U 0 CCM Wco I=Lis_0_ V0 cc W Z d u_r 0 aok 5• cc m East Syracuse, , NY 13507 5710 Commons Perk Drive 0 0 J UNIVERSITY LLJ VJ w z w Z 0 0 (A < _ 2 m IX O W Z J c CL' (0 J IX w - Z LL W W. O 0 • W X w Q z CU Job No. 10242-477 KHH Job No. 116008RHS Scale AS SHOWN Drawn By WS Checked By JP Date APRIL 7, 2017 Date—Rev. Dwg. No. L2.01 ED Klepper, Hahn & Hyatt 2017 GRANITE TREAD STONE 4 a - PROVIDE DUTYL TAPE .4 AT SLAB WP. EEE-RATIONS,TYP. TREAD STOP FASTENER (5.5) 4'• e < FIELD VERIFY, TVP. 61 rr S.S. TREAD STOPS. FASTI TO CONCREIT RISE. PROVIDE TWO (2) TREAD STOPS PER TREAD STONE, TYPICAL. (SEE NOTES 13t1OW) AT TOP TREAD, PROVIDE FLAT LEG FASTENED TO HORIZ. SURFACE NOTES: I) TREAD STOPS: PROVIDE ' THICK STAINLESS STEEL (55,) MASONRY STONE TIES KITH PRE -DRILLED FASTENER HOLES (SIZED FOR FASTENERS). STONE TIE WIDTHS SHALL BE 2". SEE SECTIONS FOR LOCATIONS, ORIENTATION AND SPACING REQUIREMENTS. qI PROVIDE 4' STAINLESS STEEL FASTENERS, ASTM 666, AISI TYPE 316 STAINLESS 5TEE L. b) PROVIDE SAMPLE(5) OF TIES AND FASTENERS FOR REVIEW AND APPROVAL. TYPICAL GRANITE TREAD STOP SYSTEM N.TS. PORTION OF EXISTING HOOD DOORWAY MIM TO BE RESTORED (PREVIOUS REPAIR) PHOTO OF EXISTINS CONDITION NOTES= I) REPLACEMENT MATERIAL FOR NOW TRIM REPAIR, SHALL BE AFRICAN MAH06ANY HOOD. 2) AFRICAN MAHOGANY WOOD, SHALL BE COATED WITH A THO PART EPDXY PAINT. COATING SYSTEM SHALL EXTEND TO CHER THE ENTIRE REPAIR MATERIAL SURFACE, INCLUDING THE UNDERSIDE PORTION 3) EX. HOOD TRIM, TQ REMAIN CAREFULLY CUT IN PLACE, FOR 30° SCARF JOINT, 211 ABOVE PREV. REPAIR PIECE REMOVE PORTION OF EXISTING WOOD TRIM SYSTEM, FOR REPLACEMENT AXONOMETRIG OF REMOVAL +F" PATCH BACK IN SECTION OF WOOD TRIM REPLACEMENT NT MATERIAL, TO ME - AIV MATCH PROFILE OF EXISTING TRIM, ABOVE SET R1AIR SECTION, RAISED UP OFF OF SLAB SURFACE (4" CLR.) WOODEN DOOR TRIM REPAIR N.T.S. SECTION A—A EXISTING WOOD TRIM AXONOMETRIG OF REPAIR PROVIDE WASH, SLOPE TO SURFACE PROVIDE BLACK GRANITE REPLACEMENT STONE TO MATCH DIMENSIONS AND PROFILE OF EXISTING (ORIGINAL) STONE DIMENSIONS EXISTING WF..ATHLD BLUESTONE DOORWAY SLAB, TQ EE REPLACED MTH BLACK GRANITE CN 4.4 \ A T-2° 111\— HIGH BEVELED EDGE, TYPICAL—\\\ SECTION 1 STONE SLAB REPLACEMENT AT ENTRY DOORWAY ALTS. FULL DEPT## GRANITE STAIR TREADS, TVP. fz,/,,/,/x2 ri NEOPRENE LEVELING, 1 4• J SCIF5UPPMFR7TREADI OCANDT.:51131N:NESAGIC, TYPAWN:6ESICAL d . E • GONGRETE"�4 e NOTE- • 112 .„/,;v9FP/V/ZA SUPPORT EASE d a a s ` : _TQ REMAIN ■a 47—,74 WATERPROOFING (HP) SYSTEM OVER ENTIRE CONCRETE SUPPORT SLAB WITH k" ASPHALTIC PROTECTION BOARD AT STEPPED TREAD SUPPIORT STRINGERS, TYPICAL. PROVIDE � /FT. WA6-I SLOPE, (14A514 SLOPE SHALL BE PRE-CUT INTO STONE PROFILE, TYP.) S.S. TREAD STOPS (TWO PER TREAD STONE) REFERENCE TYPICAL GRANITE TREAD STOP SYSTEM DETAIL (7 / L2.02) FOR ADDIilON AL INFO. NOTE: I) WATERPROOFING SYSTEM: PROVIDE A LIOL/II7 APPLIED WATERPROOFING (SIEE SPECIFICATIONS) 2) STEPPED CONCRETE TREAD SUPPORT STRINGER INCE SECTIONS) FIELD VERIFY GO 17ITION OF ORIGINAL MASONRY RETIAL„ BEH IND EXISTING VENEER STONE, NO MEET THATCH WITH Np^I STONE INSTALLATION. TREAD SUPPORT SLAB TREATMENT DETAIL N.T.S. SLIGHTLY OVERSIZE DRILLED PIN I7OGKIN6 SLEEVE HALES (+') FOR ALLOWING PIN TO DROP INTO POSITION, HHILE ACHEIVIII& A PROPER "SNUG FIT", TYPICAL AT STONE SHELF GOIVITION, PIN INTO EXISTING STONE F SIMILARLY. (FIELD VERIFY EXTENT OF EX. SHELF CONDITIONS) " DIA. STAINLESS STEEL PIN (4 INCH LONG), TYPICAL " DIA. PIN REC. EVIN6 HOLES, TYP. SECTION FAGS OF EXI S11 N6 BUILDING VENEER EXISTING VENEER STONE, ABOVE MORTAR JOINT, TVP. ALIGN FACE OF REPLAGEIvENT STONE 14' FACE OF EX. BUILDING, VENEER EXISTING STONE BAG1c1P REPLACEMENT STONE APPROXIMATE GRADE OF PLATFORM EXI511N6 VENEER STONE, DELON (OR STONE 51 -ELF) T TO 3' MAXIMUM FROM FACE OF STONE (3' WHERE STONE WIDTH 15 kireR, THAN 6') NOTE: INSTALL PIN IN UPPER STONE, 417 SLIDE INTO LOWE=R STONE A1 -TL -H. STONE 15 ALIGNED AND RESET. SET PIN IN SPECIFIED GROUT. (FREFILL HOLE HI GROUT TO A IT'S HEIGHT, JUST PRIOR TO SETTING STONE) VENEER STONE REPLACEMENT N.T.S. GRANITE TREAD STONE SCHEDULE KEY D H W X REMARKS A I'-0" 6" 4'-I' 8' RaM'IQ Wit 6 I'-0" 61 5'-I1' NA C I'-2" 6' T -IIS" NA D I'-2" 6' G' -I' NA E I'-2" 6' 5'-I ' 10" W SSL RECESS FACE SIDE RJ614r F I'-2" 6' 1' -IIS" 10' W SSL RECESS F G I'-2" 61 5' -Ii" 10" FACE SIDE Lir H I'-2" 6' G'-1 ' g" Raw core GRANITE TREAD STONES N.T.S. cL Sca 316 5.5. SET SCREWS, TVP. A-4 (2) 6' LONG *3 95. BARS /— (2) 6' LONG 113 5.5. BARS EASE PLATE 61' PLAN VIEW PROVIDE 5140PDRILLED AND II -REAM) SCREW HOLES FOR RECESSED SET SCREWS, TYR RAILING FABRICATOR TO SIZE 1, SCREWS FOR 911.)6 FIT ADJUSTMENT. CAST STONE STAIR TREAD KITH GUT' OUT' FOR SLEEVING RAIL STEM TROUGH TO RAL POST GOHdEGTION - STAINLESS 5-f VERTICAL STEM EXTENSION BRONZE RAIL. POST BRONZE RAIL POST: I'X I'SOLID BRONZE BAR Hi SCARE CORNERS 14" DIA. STEM EXTENSION (111RN P0I4I TO I4" DIA. FROM I' DIA. 5.5. STEM, FROM TOP OF STONE TREAD TO HT. OF 6.1") -5514.6 FIT - 316 5.5. SET SCREWS, TYPICAL. SIX (6) TOTAL PER RAIL POST CONNECTION. FOUR (4) AT BOTTOM, ONE EACH SIDE AND ONE AT 51' HT. ON UPPER. AXIS SIDE, AND ONE AT 3" HT. ON LONER MIS SIVE I' DIA. SOLID STAINLESS ROD (GOLD-WORNCED TYPE 304 OR 316 STAINLESS STEEL, Fy=50k51) MAXIMUM SPACING 3-0" 0.C. 54k400e - 4ri14J . �f f SMOOTH 54 N ENDS, EACH SIDE, TYPICAL BASE PL_ATE 'x2'x5' SECTION STEMMED RAIL POST CONNECTION N.T.S. (4) fe 5.5. BARS, AROUND STEM ROD (SEE PLAN VIEW) CAST IN PLACE CONCRETE RAISED 1 STEPPED STONE TREAD SUPPORT STRINGER 24' DIA. HOLE, THROUGH TREAD STONE, FOR RAIL POST CONFECTION STEM, (SEE PLAN FOR A rL H PIECE LOCATIONS), WHERE APPLICABLE TREAD SURFACE WITH THERMAL FINISH (AND HASH SLOPE) GQNT1ILkOU5 i' RADIUS STEP NOSING, TYPICAL 2i' HIDE X I " DEEP SQUARE RECESS CHANNEL,, FILL HT. OF TREAD STONE FOR RAIL POST CONNECTION STEM PASS THROUGH, (SEE PLAN VIEW FOR E, F, 4 6 PIS LOCATIONS), TYPICAL DEPTH STEP RISER FACE, CONT. WITH I' DEEP RECE CJEI7 BEVEL (SEE SECTIONS) THERMAL FINISH GONTINUDUS 5FIALLOH NOTCH OUT KEY, AT UNDERSIDE OF RISER FACE, TYP. AXONOMETRIG VIEW OF GRANITE TREAD STONE • • PHOTO EXAMPLE: SET SCREW AT RAIL POST (FOR REF. ONLY) PHOTO EXAMPLE: RAIL POST CONNECTION STEM PRIOR TO INSTALLATION (FOR REF. ONLY) PHOTO EXAMPLE: RAIL POST CONNECTION STEM CAST INTO CONCRETE (FOR REF. ONLY) ISRANITE STAIR TREAD PLAN VIEW " 1 " 2" 3" •••• REFERENCE SCALE BAR REFERENCE 50 111 OAR MOLD 1t comma 11EN MUG 5RE wts XEEN REDUCE OR PURGED RI REPRODUCROFI. 1WS SCYLE ELM IS FOR SHEEP Da REFERDICE ONLY NIO DOES NOT REPLACE SCO $ AS Ilp1FA 9k INCM110MAK_ S_ CONSULTANT LOGO SYRACUSE, NY zCCM fy uJw Z H uJ>- zQo tusJ J < a 5cc East Syracuse, , NY 13507 5710 Commons Perk Drive 0 0 0 J LLJ W z W z 0 C z 0 (A < fro O w z I..V J ix Z CL' � Jix J I— LWL W W E. O — • W X< W Q L,J z CU Job No. 10242-477 KHH Job No. 116008RHS Scale AS SHOWN Drawn By Checked By JP Date APRIL 7, 2017 Date—Rev. Dwg. No. L2.02 ED Klepper, Hahn & Hyatt 2017 OgA4 111111 ICY !141; eEx REMOVE AND SALVAGE EXI5TIN6 00445F0111, I -INSTALL FOLLOWING BOOT RESTORATION REMOVE AND SALVAGE EXISTING, GAST IRON ROOF LEADER BOOT, FOR RESTORATION EXISTING BOOT CONTINUES BENEATH TO BUILDING SPADE FELON • RE -INSTALL AND }2E -SEAL TOP OF DOOT AND LEADER STRIP OFF EXISTING FAINT FINISH ANP RE -PAINT WI PRIMER AND PAINT 5YST H IRON GUTTER BOOT RESTORATION N.T.5. COPING STONE RE -INSTALLATION SECTION N.T.S. ai"'s1.440�lxlif'f.,1.116il}I:,MA:+1I' I•-''1,`1Kl i11'�k4Ii.ik4WMit.Ir1.'U.+IA SECTION TRENCH LINING N.T.S. FLEXIBLE MORTAR IN HEAD JOINTS AT 1" DEPTH PHOTO EXAMPLES: FLEXIBLE MORTAR IN HEAD JOINT i" DEPTH FLEXIBLE MORTAR ALL ARCM) TOP AND SIDES OF STONE HEADJOINTS. TYPICAL. NOTE= REF. SPECIFICATION SECTION 04 03 42 FOR FLEXIBLE MORTAR DEAD OF EX. SALVAGED COPING STONE GOVT. THROUGH WALL FLASHING, BELOW EIC. SALVAGED STONE DOPING 55. PIN (BELOW} GONG. BACKUP WALL ($ELOH) F Of VENEER STONE (BELOW - FLUSH 5 HEAP ..DINT AXONOMMTRIC A -A N.TS. V.I.F. M.E. 4 COPING STONE HEAD JOINT (MORTAR TO A DEPTH OF I" fNGHE5 INTO JOINT WITH FLEXIDLE MORTAR COLOR: TBD - SEE SPECS Q EDGE OF RE-INSTALLa7 STONE COPING TYPICAL COPING HEAD JOINT PLAN VIEW N.T5. 10 TYPICAL STONE WALL COPING HEAD JOINT 1_2.03 N.T.S. CLEANCIJT STACK 4' GAST IRON SOIL PIPE KOH 6' PVG PIPE (SEE PLAN FOR INVERT ELM) TIE INTO EX. STORM PIPE 5EGTION STORM CLEANOUT H.T.S. PLAN VIEJI LIGHT DROOM FINISH �1GULAR TO ROUTE OF TRAVEL) EXPANSION OR CONTROL JOINT (SEE PLAN) NOTES= I. REFERENCE SIDBNVALK JOINT DETAILS. 2. CONTRACTOR SHALL MATCH EXIST. JOINTS TO REMAIN, UNLESS OTFERY^IISE NOTED. SIDEWALK FINISH H.T.S. FLEXIBLE MORTAR AND FILLER MATERIAL NOT SHOWN FOR CLARITY 5.5. STONE TIES, SET INTO CAST -IN-PLACE DOVETAIL CHANNELS ADJACENT GRANITE PAVERS (ASSUMED DL.17G. FIN. FLOOR) 10' of ss�x..r r. 4*Z45.r64/./Z IZ EX. OPEN SPACE ! nW STAIRS 7 EXISTING: MORTARED STONE HALL FOUNDATION SYSTEM TO REMAIN, TYPJ EX. INTERIOR FLOOR SLAB SECTION A' TYPICAL STONE WAi 1. COPING RE- S T EX. STONE COPING SYSTEM DONT. METAL FLASHING MORTAR JOINT (TYP) *4 5.5., GOI TINJOIIS, FIORIZ. BARS 0 12" O.G. 6 5.5.1TIGAL DOHEL.S 0 12" O.C. DRILL. AND EPDXY INTO EX. STONE FOUNDATION (PROVIDE TUBE SCREEN IN HOLLOW JOINTS) STONE VENEER (STO1E PATTERN, TO MEET L MATCH EX. ORIGINAL BLDG. VENEER) FINISH GRADE STONE FACED CHEEKWALL SECTIONS N.T.S. RE -SET GRANITE PAVERS ' YJIPE JOINTS, TO MATGFI EX. (1=AGH DIRECTION) CORNER JOINT SPAGER (SPADE EACH DIRECTION) ISOMETRIC SECTION VIEW AT CORNER JOINT SAND DEDDING GO11PSE GRANITE PAVER JOINTS NI.T.S. CONSTRUCTION JOINT (CJ) CONTROL JOINT RE -SET EX. GRANITE PAVER FLEXIBLE MORTAR i' ONE FOOT S6UARE TRANSPLANTED CL LHPS (16 SPRIG PER CLUMP MINIMUM) '5012 FORM' FINISH GRADE TOPSOIL SUBGRADE SEGTION PLAN VIEYw1 NOTES: I. PROVIDE ENGLISH IVY Madera Helix 'Baltica'). VARIETY TO MATCH EXISTING GROIINDCAVER BEING REMOVED OR DISTURBED AND REPLACED IN-KIND. CONTRACTOR'S OPTION: RE -USE EXISTING SROUNDCAVER (MUST BE STORED AND MAINTAINED 014 SITE AND REMAIN IN 0001) HEALTH. VERIFY WITH LANDSCAPE ARCHITECT. 2. PLANT IN 'SOD FORM' TRANSPLANTED CLUMPS. TYPICAL STONE WALL COPING: GROUND COVER PLANTING N.T5. .5O. STOLE TIES, SET INT5OAST--PLACE LX 1ETAI L-IWGHANNEIS ADJACENT GRANITE STEPS d 4rit!,.,„ si _ DRILL AND EPDXY INTO 57 FOUNDATION EX. ONE FOUNT T Oi~€ (PROVIDE TUBE SCREEN IN HOLLOW JOINTS) EXI5TII+L9 MORTARED STH HALL FOUNDATION SYSTIEM TO REMAIN, TTP.) F.V. GRANITE PAVER JOINT ILINV:Sk‘\t‘ 44kt4 SECTION B' -14 :FAWAITATAWATAWA.:.:.:.:„ TOOL JOINT FINISH GRADE I" THICK DRAINAGE MAT HIM FILTER FABRIC EX. CONIC. BASE SLAB ISOMETRIC SECTION VIEN FINISH GRADE PAGE OE HALL. SEALANT WI BOND BREAKER TOOL JOINT GRANITE PAVER JOINT FILLER (No. IB 5T014E) SAN? BEDDING CORSE FIBER EXPANSION FIBER EXPANSION JOINT FILLER JOINT FILLER EXPANSION (ISOLATION) JOINT (EJ) EXPANSION (ISOLATION) JOINT AT WALL (EJ) CONCRETE SIDEWALK JOINT DETAILS H.T.S. EXISTING STONE DOPING (BEYOND) RE -SET EXIST1NIS STONE CAPING SYSTEM GONT. METAL FLASHING MORTAR JOINT (TYP) STONE VENA (STONE PA! i ERN, TO MEE=T d MATCH EX. ORIGINAL BLDG. VENEER) 44 5.5., CONTINUOUS, HORIZ. BARS o 12' O.G. #6 55. VERT. DOHP.15 • 12" 0.C. FINISH GRADE GRANITE PAVER JOINT DETAIL EXISTING STONE GOP 1145 (BEYOND) ADJACENT GRANITE STEPS (BEYOND) EXISTING MORTARED STONE HALL FOUNDATION SYSTEM TO REMAIN, TYP.) HATERPROOFIN6 (VP) SYSTEM WITH i" ASFHALTIG PROTECTION BOARD, TYP. EXI a11N6 G NCP -E E BASE SLAB SECTION G' PAVER JOINT (FL.ExiBLE MORTAR) TYPICAL STONE WALL GOPINS #6 5.5. VERT. DOWELS • 12" O.G. MORTAR JOINT' 14 5.5., CONT., HORIZ. BARS • 12' O.G. ELVISH GRADE STAINLESS STEEL REINIE., (TEP,) DRILL AND EPDXY INTO EX. STONE FOUNDATION (PROVIDE TUBE SCREEN IN HOLLOYV JOINTS) 12° MIN. Elven:4'4E11T, TYP. RE -SET EX. GRANITE PAVERS 1=IN15H GRADE CANT. I" THICK DRAINAGE MAT 4.74- • 44 aa. d 4. A 4 '� 4` 4 4 NOTES I. [DRAINAGE MAT: I" THICK BY 46" HIDE SHEETS (MkaDrain HC) 2. FLEXIBLE MORTAR: FILLER FOR GRANITE PAVER JOINTS, leo-Flex 460, by LymTal 3. SEE SPECIFICATIONS FOR TROWEL GRAPE„ LIMO AF LIED NATERPROO IN5 SYSTEM • GRANITE PAVER BEDDING SECTION N.TS. MELDED HIRE FABRIC 5x6 - W2.4 x H2.4 (ON CHAIRS) LAWN OR PLANT I SECTION FINISH GRADE 4500 P5I CONGRETE MATERIAL CONCRETE SIDEWALK N.T.S. SEEDING SECTION N.T.S. SEED TOPSOIL SOIL MIX_ 2/3 EX. SOIL 4 1/3 OR,6ANIG MIX SRP ' 1 " 2" 3" •••• REFERENCE SCALE BAR REFERENCE SOLE DAR MUM 10 CONFE81 WEEN MING 5RE FPS DEN REDUCED OR EN IXED RI REPRODUCII1FI. 111IS SCiLE EFI IS FOR DELT SIS NEFERDICE ONLY AAD ODES Mr REPLACE SCOW AS MED OR D10NXII1iIL OR NGS - CONSULTANT LOGO: SYRACUSE, NY M c>- WQ) HuJ 2d CC VO W Z 4: U_Z 0 m East Syracuse, , NY 13507 5710 Commons Perk Drive O 0 0 J UNIVERSITY LLJ MASONRY AND SITE DETAIL VJ w z w z 0 C z 0 (A < 2 m ILL 2 ZIL J ix 2 � LU C J i 1— w Z W W Ix W 0 LLJz CU Job No. 10242-477 KHH Job No. 116008RHS Scale AS SHOWN Drawn By TS Checked By JP Date APRIL 7, 2017 Date—Rev. Dwg. No. L2.03 ED Klepper, Hahn & Hyatt 2017