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Addendum No. 1_1-27-2021.pdf
CORNELL UNIVERSITY LOW RISE 9 CERTIFICATE OF OCCUPANCY FACILITIES CONTRACTS ENABLING & HEATER REPLACEMENTS 121 HUMPHREYS SERVICE BUILDING ITHACA, NEW YORK 14853-3701 ADDENDUM
NO. 1 January 27, 2021 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. INSTRUCTION
TO BIDDERS, Item 14. c. DELETE “…no later than 2:00PM on February 5, 2021.” REPLACE with c. Completed and responsive Bid Proposals shall be submitted through the eBuilder Bid Portal,
no later than 2:00PM on February 9, 2021. ****END OF ADDENDUM****
Addendum No. 2_2-2-2021 - Pre-Bid Sign In Sheet.pdf
PROJECT: Low Rise 9 Certificate of Occupancy Enabling & Heater Replacements DATE: January 20, 2021 Zoom PRE-BID MEETING 9:00AM Name Firm E-Mail Address Telephone Fax # Donna Dewey
F. E. Jones Construction donna@fejones.com Breanna Brann Facilities Contracts beb99@cornell.edu Caterina McFadden Cornell E&PM cm895@cornell.edu Randall Herko Cornell FE randall.herko@cornell.edu
Cassandra LoPiccolo Welliver McGuire clopiccolo@buildwelliver.com Jason Maxian Andrew R. Mancini Associates Jason@armoggi.com Don Matthews W. L. Kline don@wlkline.com Tryo Forbes LeChase
Construction troy.forbes@lechase.com Luke Kline W. L. Kline lhk@wlkline.com Steve Prislupsky Delta sprislupsky@delta-eas.com Kevin Gunn F. E. Jones Construction kgunn@fejones.com Name
Firm E-Mail Address Telephone Fax # Jason Mosolf Streeter Associates jmosolf@streeterassociates.com
Addendum No. 2_2-2-2021.pdf
CORNELL UNIVERSITY LOW RISE 9 CERTIFICATE OF OCCUPANCY FACILITIES CONTRACTS ENABLING & HEATER REPLACEMENTS 121 HUMPHREYS SERVICE BUILDING ITHACA, NEW YORK 14853-3701 ADDENDUM NO.
2 February 2, 2021 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. INSTRUCTIONS TO BIDDERS Item 1.
INS-5, Item 14.c. DELETE “…no later than 2:00PM on February 9, 2021.” REPLACE with c. Completed and responsive Bid Proposals shall be submitted through the eBuilder Bid Portal,
no later than 2:00PM on February 10, 2021. BID PROPOSAL CERTIFICATION FORM Item 2. BF-2, Item 3.c. DELETE “…Substantial Completion: August 13, 2021” REPLACE with “…Substantial Completion:
August 6, 2021” Item 3. RFI Questions and Clarifications See attached RFI Log (Items 1 - 8) Attachments: Pre-Bid Sign in sheet RFI Log (Items 1-8) ****END OF ADDENDUM**** PROJECT:
Low Rise 9 Certificate of Occupancy Enabling & Heater Replacements Date: February 2, 2021 RFI Form RFI/ Page/ Response Dwg./Spec./Rep. Section/ Design Team Index Number Paragraph/Topic
RFI Response 1 Does the steel in the elevator shaft need spray fireproofing? The elevator does not need spray fireproofing. The Steel can be encased with metal furring and gwb. 2 Who’s
responsible for getting the elevator locked out and going from floor to floor? The Owner will work with the elevator contractor and cover the cost with Otis. 3 How do you infill the
pivot holes when you take doors out? Contractor to infill hole with self-leveling floor patch compound material similar to "Sakrete Gray SelfLeveling" or equal, and provide cover material
product materail that matches adjacent to infill. 4 Are you taking out the frames as well or just the doors? Doors and frames will both be taken out. 5 01 35 29 None of the drywall
is asbestos? Bid documents include testing reports which indicate that drywall is not ACM. 6 Can the Unit Heaters be removed back to back or is there a Phasing plan to replace them?
The unit heaters should all be removed and new ones installed, prior to students return in August. There is no phasing necessary. 7 ME-201 2 Are the 3/8" threaded rod hangers new,
or can the existing hangers be used, specifically where the hanger is in finish ceiling we are not removing ? ( detail 2/ME-501). Contractor to remove portions of existing ceiling as
required to install new HVAC unit and provide new threaded rod as indicated on detail. Contractor to patch, repair, tape, spackle, and paint (2 coats min.) ceiling after installation
of new Mech unit. 8 Is our mechanical sub. responsible to receive, store, then deliver to job site the new owner provided unit heaters? The unit heater will be ordered and delivered
by the Owner, and the Contractor will assist in unloading and moving to storage designated space within Low Rise 9 until ready for installation by Contractor.
Drawings_Low Rise 9 Cert of Occupancy Enabling & Heater Replacements INDEXED(1).pdf
Specifications_Low Rise 9 Cert of Occupancy Enabling.pdf
LOW RISE 9 CERTIFICATE OF OCCUPANCY ENABLING & HEATER REPLACEMENTS Project Manual & Specifications December 11, 2020 Owner Cornell University Ithaca, New York 14853 Architect
Facilities Engineering Cornell University 201 Humphreys Service Building Ithaca, New York, 14853 LOW RISE 9 CERTIFICATE OF OCCUPANCY TABLE OF CONTENTS ENABLING & HEATER REPLACEMENTS
Page 1 Instructions to Bidders Bid Proposal Submission Form General Conditions and Exhibits Supplementary Conditions 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 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 35 45 Refrigerant Compliance 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 45 33 Code Required Special Inspections and Procedures Section 01 50 00 Temporary Facilities and Controls Section 01 51 00 Temporary Utilities Section
01 51 23 Heat During Construction Section 01 66 00 Storage and Protection Section 01 73 29 Cutting, Patching and Repairing Section 01 77 00 Project Close Out Section 01 78 22 Fixed
Equipment Inventory Section 01 78 23 Operating and Maintenance Data Section 01 78 36 Warranties and Bonds Section 01 78 39 Record Documents LOW RISE 9 CERTIFICATE OF OCCUPANCY TABLE
OF CONTENTS ENABLING & HEATER REPLACEMENTS Page 2 TECHNICAL SPECIFICATIONS DIVISION 2 – EXISTING CONDITIONS 02 82 13 Asbestos Abatement DIVISION 7 – THERMAL AND MOISTURE PROTECTION
Section 07 84 00 Firestopping Section 07 92 00 Joint Sealants DIVISION 8 – OPENINGS Section 08 11 13 Hollow Metal Doors and Frames Section 08 14 16 Flush Wood Doors Section 08 71 00
Door Hardware Section 08 80 00 Glazing DIVISION 9 – FINISHES Section 09 21 16 Gypsum Board Assemblies Section 09 91 23 Interior Painting DRAWINGS T-001 Title Sheet Asbestos Abatement
AR-100 Asbestos Abatement Notes and Details AR-101 Basement Abatement Plan AR-102 Lower First Floor Abatement Plan AR-103 Upper First Floor Abatement Plan AR-104 Lower Second
Floor Abatement Plan AR-105 Upper Second Floor Abatement Plan AR-106 Lower Third Floor Abatement Plan AR-107 Upper Third Floor Abatement Plan Architectural A-001 General Notes,
Symbology, And Abbreviations A-002 Project Code Summary A-003 Dumbwaiter Scope Definition A-101 Basement Renovation Plan A-102 Lower First Floor Renovation Plan A-103
Upper First Floor Renovation Plan A-104 Lower Second Floor Renovation Plan A-105 Upper Second Floor Renovation Plan A-106 Lower Third Floor Renovation Plan A-107 Upper
Third Floor & Penthouse Renovation Plan A-601 Schedules LOW RISE 9 CERTIFICATE OF OCCUPANCY TABLE OF CONTENTS ENABLING & HEATER REPLACEMENTS Page 3 Electrical ME-001 General
Notes and Symbol Legends ME-101 Basement Mechanical and Electrical Renovation Plan ME-102 Lower First Floor Mechanical and Electrical Renovation Plan ME-103 Upper First Floor
Mechanical and Electrical Renovation Plan ME-104 Lower Second Floor Mechanical and Electrical Renovation Plan ME-105 Upper Second Floor Mechanical and Electrical Renovation Plan
ME-106 Lower Third Floor Mechanical and Electrical Renovation Plan ME-107 Upper Third Floor Mechanical and Electrical Renovation Plan ME-501 Mechanical Schedules and Details END
OF DOCUMENT Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS-1 INSTRUCTIONS TO BIDDERS Project: Low Rise 9 Certificate of Occupancy Enabling & Heater Replacements Owner: Cornell University
Ithaca, New York 14853 Architect: Facilities Engineering Cornell University 201 Humphreys Service Building Ithaca New York 14853 1. BID DOCUMENTS The Bid Documents provided
electronically by the Owner will consist of the following: (1) Instructions to Bidders. (2) Bid Proposal Certification Form. (3) General Conditions of the Contract and Division 1
- "General Requirements", and Supplemental Conditions. (4) Drawings and Specifications. (5) Addenda and/or bulletins issued prior to date of opening of Proposals. • Pre-Bid Conference
video and other materials will be available via Drop Box at: https://cornell.box.com/s/aqxnxjqfszjctsf3nslftux6sai7zg3c Bid Documents are available electronically in the eBuilder
Bid Portal under the Bid Package Invitation – Invitation Documents Tab. Dataflow, Inc. maintains the current set of Documents and all addenda and is the contracted supplier for printed
plans and specifications for this project. Contact Dataflow at CUProjects@goDataflow.com. Bid Documents Terms of Use / Disclaimer - By accessing and/or using the Cornell University
Document Files, You accept without limitation or qualifications, the following Terms of Use: a. Cornell University grants You the permission to use and view the Document Files subject
to these Terms of Use. b. Except in connection with preparing your bid, You may not modify, copy, transmit, display, reproduce, publish, license, create derivative works from, transfer,
or sell any information, materials, drawings, content, products or services from the Document Files (together "Content") in any form without Cornell University's prior written permission.
You may print out a copy or download Content solely for Your internal use. In doing so, you may not remove or alter, or cause to be removed or altered, any copyright, trademark, trade
name, service mark, or any other proprietary notice or legend appearing on any of the Content. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS-2 c. You may not provide parts of or full sets
of Document Files to any planhouse or online document repositories. d. The trademarks, logos, and service marks (collectively the "Trademarks") displayed on the Document Files are
registered and unregistered Trademarks of Cornell University and others. Nothing contained on the Document Files should be construed as granting, by implication, estoppel, or otherwise,
any license or right to use any Trademark displayed on the Document Files without the written permission of Cornell University or such party that may own the Trademark. Your use of
the Trademarks displayed on the Document Files, or any other content, except as provided in these Terms of Use, are strictly prohibited. 2. EXAMINATION OF SITE AND CONTRACT DOCUMENTS
a. Each Bidder shall acquaint themselves with location conditions as they exist, as well as the character of the necessary work to be carried out under the proposed Contract. A PreBid
Zoom meeting will be scheduled and include: a review of project related information, an opportunity to ask and receive responses to Bidder questions, and make such inquiries as are
necessary to fully understand the subject facilities, physical conditions and/or restrictions attendant to the work under the Contract. b. 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. c. Each Bidder shall also thoroughly examine and become familiar with the Drawings, Specifications and
associated Bid Documents. d. By submitting a Bid, the Bidder covenants and affirms that the Bidder has carefully examined all of the Bid Documents including Drawings, Specifications,
and the Addenda and Bulletins, if any, as well as posed any questions associated with the Site, and that Bidder is satisfied 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. 3. DISCREPANCIES a. Should a Bidder find discrepancies in or omissions from the Drawings,
Specifications and associated Bid Documents, or be in doubt as to their meaning, Bidder shall at once enter the item in the Q&A Board of the eBuilder Bid Portal and an Addenda with
written instructions will be sent to all bidders. Neither the Owner nor the Architect will be responsible for oral instructions. Every request for such interpretation should be in
writing and entered into the eBuilder Bid Portal Q&A Board. Inquiries received in advance of the deadline established at the Pre-Bid conference will be given consideration. Rev. 9-2016
INSTRUCTIONS TO BIDDERS INS-3 4. PRE-BID CONFERENCE a. A virtual pre-bid conference has been scheduled for 9:00AM, January 20, 2021, via Zoom at: https://cornell.zoom.us/j/99435637315?pwd=KzdBbnRs
ckI3YlZuV0ZpMld1VDNyQT09&from=addon In-person, on-site Pre-Bid walkthroughs will not be conducted during the Pre-Bid Conference. The Zoom meeting will be to review project related
information and respond to Bidder questions. The Pre-Bid Conference is designed to assist Bidders in understanding the Contract Documents, the opportunity to pose clarifying questions
or make inquiries regarding Contract Documents. Results will be published in an Addendum. 5. BID SUBMISSION Bid Submissions must include the following: a. Base Bid entered into
the eBuilder Portal broken down per the Bid Scope Tab Schedule of Values (Step 1: Bid Form of the Response Form tab). b. Additional Required Information: 1. Bid Proposal Certification
Form 2. Bid Bond 3. Bond Surety Company 4. Bonding Rate for Change Orders 5. Proposed Project Team and Resumes 6. Proposed Project Schedule 7. Substitutions c. Bid Proposal Certification
Form: The Bid Proposal Certification Form shall be signed by the Principal(s) or Officer(s) legally authorized to bind the Bidder, and to execute such documents on behalf of their
respective firms or organizations, and the Certificates included in the Bid Proposal Certification Form shall be completed accordingly. Bidder's legal name should be fully and accurately
stated. Completed form shall be without interlineation, alterations, or erasures unless initialed and dated by the signer; Owner expressly reserves the right to accept or reject any
or all bids, and to waive irregularities or informalities in its sole and reasonable discretion. d. Bid Bond: Each Bidder will be required to furnish a Bid Bond electronically via
the eBuilder Bid Portal in the amount of 10% of the Bid Amount. Such Bid Bond shall guarantee that the Bidder will execute the Contract if it is awarded to him in conformity with his
Proposal. Such Proposal Guarantee Bond shall include a statement that the Insurer shall, at the option of the Bidder, be willing to provide to the Bidder the Contract Bonds as described
in 13 below. 6. 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. Rev.
9-2016 INSTRUCTIONS TO BIDDERS INS-4 7. FEDERAL EXCISE TAX a. The Owner, Cornell University, a non-profit educational institution, is exempt from payment of certain Federal Excise
Taxes. 8. 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. 9. 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. 10. 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 eBuilder Bid Portal Bid Scope
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 Scope Tab in the eBuilder Bid Portal,
a list of 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. 11. UNIT PRICES The Bidder agrees, if awarded the Contract, to perform work "In addition to" or "deducted from" the scope of the Contract Documents as directed by
the Owner and/or Architect, computed in accordance with the unit prices, which prices include all overhead, profit and other expense items in connection therewith, subject to the terms
of the Contract Documents. a. Certain Unit Prices may be requested. If requested, a form will be attached to these instructions and will need to be completed and uploaded to the eBuilder
Bidding Portal Response Form – Step 3 – Additional Required Information Custom Fields. All Bidders are required to bid on all Unit Prices without exception. b. All unit prices include
the installation or omission, complete for each item, together with all work in connection therewith and shall include all shoring, bracing, dewatering and other incidental work. Rev.
9-2016 INSTRUCTIONS TO BIDDERS INS-5 c. Unit prices shall be the total compensation for the item and includes all overhead, profit and any other charges of the Contractor and/or subcontractor
in connection therewith. d. Adjustments will be computed on net variation of total quantities of like items. e. The Owner reserves the right to accept or reject any or all of the
unit prices listed below prior to the execution of the Contract. 12. 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, are to be entered into the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields by listing each proposed substitution,
together with the amount to be deducted from the Base Bid if the substitution is accepted on the form supplied with these instructions. However, the Bidder is cautioned to make his
base proposal on the materials and items specified by name or other particular reference. 13. ALTERNATE PROPOSALS a. Certain Alternate Proposals may be requested by the Owner and
are included in the General Requirements. They will be listed in the Bid Scope Tab in the eBuilder Bid Portal. All Bidders are required to bid on all Alternates without exception.
b. Alternate Proposals shall include all overhead, profit and other expenses in connection therewith. 14. METHOD OF SUBMISSION a. Base Bid shall be prepared and electronically submitted
via the eBuilder Bid Portal. All required fields and attachments in the eBuilder Bid Portal must be completed. b. Bid Proposal Certification Form shall be prepared electronically
submitted as an attachment via the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields. c. Completed and responsive Bid Proposals shall be submitted
through the eBuilder Bid Portal no later than 2:00PM on February 5, 2021. d. Bid Proposals shall not contain any recapitulation of the work to be done. No oral, written, electronic
or telephonic proposals, or modifications will be considered. 15. BID OPENING a. Completed and responsive Bid Proposals will be opened electronically via eBuilder Bid Portal. Responsive
Bid results will be posted to the Facilities Contracts website at: https://finance.fs.cornell.edu/contracts/pob/projects.cfm The Owner reserves the right to postpone the date and time
of opening of proposals at any time prior to the date and time announced in this Instruction to Bidders or amendments thereto. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS-6 16. 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. Award of the Contract shall be made to the bidder submitting the lowest responsive and responsible base bid who, in the opinion of
the Owner, is qualified to perform the work. The competence and responsibility of the Bidders' proposed principal subcontractors will be considered in making the Award. c. The Owner
reserves the right to reject any or all Proposals, and to waive any informalities in Bidding. Contract award shall be subject to approval of Cornell University’s Contractors Qualification
Statement. d. Bidder expressly warrants and commits that its Proposal shall remain unchanged and in full force and effect at the Owner’s option for a period of not less than ninety
(90) calendar days following the bid opening date. e. Bidders may submit, recall, modify, resubmit or withdraw their Bids through the eBuilder Bid Portal up until the Bid Due Date
and Time. f. 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. 17. SCHEDULE OF VALUES a. 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. 18. PERFORMANCE AND LABOR AND MATERIALS PAYMENT BONDS Prior to commencement of on-site construction activities,
the successful Bidder shall furnish the Owner with "Performance" and “Labor and Material Payment Bonds", each in the amount of 100% of the Contract Price. Each of these Bonds are to
be in a form with such sureties as the Owner may approve. The cost of such bonds shall be included in the Bidders Proposal. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS-7 19. START OF
WORK a. Upon discontinuance or modification of applicable civil order(s) (e.g., NY State Executive Order(s)) permitting commencement of the subject Work or the Project has been deemed
essential, construction activities on-site shall be started within seven (7) calendar days. Bidder further agrees to achieve substantial completion within the established Project Duration
Schedule. 1. Work shall be completed by August 6, 2021. 2. NOTE: Prior to commencement of any on-site construction activities, the successful Bidder shall: i. Furnish the Owner
with fully executed and satisfactory Payment and Performance bonds. No on-site construction activities may commence until executed and satisfactory bonds are in place for the subject
project. ii. Furnish the Owner with safety plan related to COVID-19 pandemic b. The construction schedule and completion are critical. The Contractor shall provide adequate labor
and equipment in the Bid to ensure that no slippage of the schedule will occur. 20. ADDENDA AND BULLETINS a. Bidders must acknowledge in Step 3 of the Bid Response in the eBuilder
Bid Portal each Addendum and/or Bulletin issued during the bidding period. 21. REQUIRED POST-AWARD SUBMISSIONS BY THE APPARENT LOW BIDDER a. 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 b. Upon 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 BID PROPOSAL
CERTIFICATION FORM BF-1 LOW RISE 9 CERTIFICATE OF OCCUPANCY ENABLING & HEATER REPLACEMENTS Cornell University, Ithaca, New York BID PROPOSAL CERTIFICATION FORM Vendor Name: Type
of Firm, State of Incorporation if Applicable Street Address, City, State, Zip Having carefully examined the Instructions to Bidders, the "Conditions of the Contract" (General,
Division 1 - "General Requirements"), Supplemental Conditions, the Drawings, Specifications and associated Bid Documents dated December 11, 2020, prepared by Facilities Engineering,
Cornell University, 201 Humphreys Services Building, Ithaca New York 14853, as well as the premises and conditions affecting the work, proposes to furnish all material, equipment,
labor, plant, machinery, tools, supplies, services, applicable taxes and specified insurance necessary to perform the entire work, as set forth in, and in accordance with the said documents.
1. Receipt of the Addenda to the Terms and Conditions, Drawings or Specifications has been acknowledged in the eBuilder Bid Portal. 2. Minority and Women’s Business Enterprises (M/WBEs)
a. The undersigned shall, if awarded the Contract, endeavor to include both Minority and Women Owned Business Enterprises participation and to demonstrate a “good faith effort” with
respect to these requirements. Goals shall be as follows: • A goal of 3.6% for Minority-Owned Business Enterprise participation shall be applied as follows: a maximum of one-third
(1/3) of the goal may be applied to purchases of materials, supplies, and equipment from MBEs. • A goal of 3.2% for Women-Owned Business Enterprise participation shall be applied as
follows: a maximum of one-third (1/3) of the goal may be applied to purchases of materials, supplies, and equipment from WBEs. 3. Milestone Dates a. Upon project being deemed essential
or discontinuance or modification of applicable civil order(s) (e.g., NY State Executive Order(s)) permitting commencement of the subject Work, construction activities on-site shall
be started within seven (7) calendar days. Bidder agrees to achieve substantial completion within the established Project Duration. i. Work shall be completed by August 6, 2021.
BID PROPOSAL CERTIFICATION FORM BF-2 b. The Contractor shall provide adequate labor and equipment in the Bid to ensure that no slippage of the schedule will occur. Contractor shall
attach a Project Duration Schedule to this form that meets the duration established. c. Following are additional Milestone Dates: Long Lead Submittals Approval: May 12, 2021 Anticipated
abatement Posting: May 28, 2021 Anticipated Substantial Completion: August 13, 2021 d. The undersigned agrees, if awarded the Contract, to furnish a "Construction Progress Schedule"
consistent with the agreed upon Construction Duration 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 16, 1.3, A. 4. Proposed Principal Subcontractors
a. The undersigned agrees, if awarded the Contract, to employ subcontractors from the list submitted in the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information
Custom Fields subject to the following provisions: i. The Owner and Architect reserve the right to review the list of "Proposed Principal Subcontractors" prior to the award of the
Contract, and to delete from it the name or names of any to whom they may have a reasonable objection. The Contractor may make the final selection of principal subcontractors at his
option from the resulting list after the award of the Contract. 5. Contractor Team: a. The Owner reserves the right to reject the names of any Project Manager or Superintendent provide
in the eBuilder Bid Portal submission to whom they have a reasonable objection. 6. Bonds a. Bid Bond. A Bid Bond in the amount of a minimum of 10% of Bid Amount is attached to the
eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields. b. Performance and Payment Bonds. Prior to commencement of any on-site construction activities,
the undersigned expressly agrees if awarded the Contract, to deliver to Owner executed "Performance" and "Labor and Material Payment Bonds" in such forms as are acceptable to the Owner
and in an amount equal to 100% of the Contract Sum. c. Such bonds will be furnished by the Surety entered into the eBuilder Bid Portal Response Form – Step 3 – Additional Required
Information Custom Fields. BID PROPOSAL CERTIFICATION FORM BF-3 d. Bonding Rate for Change Orders has been entered into the eBuilder Bid Portal Response Form – Step 3 – Additional
Required Information Custom Fields. 7. Bid Scope - 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 to the total Contract Sum submitted in the eBuilder Bid Portal. 8. 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. c. Any Substitutions are to be entered into the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields by listing each proposed substitution,
together with the amount to be deducted from the Base Bid if the substitution is accepted. d. The Owner reserves the right to accept or reject any proposed substitution. 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. 9. Unit Price Schedule a. The undersigned agrees, if awarded the Contract, to perform work "In
addition to" or "deducted from" the scope of the Contract Documents as directed by the Owner and/or Architect, computed in accordance with the unit prices form uploaded in the eBuilder
Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields, which prices include all overhead, profit and other expense items in connection therewith, subject
to the terms of the Contract Documents. b. All unit prices include the installation or omission, complete for each item, together with all work in connection therewith and shall include
all shoring, bracing, dewatering and other incidental work. c. Adjustments will be computed on net variation of total quantities of like items. d. The Owner reserves the right to
accept or reject any or all of the unit prices entered into the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields prior to the execution of
the Contract. BID PROPOSAL CERTIFICATION FORM BF-4 10. Acceptance a. The undersigned agrees that the amount submitted for the Base Bid and any Alternates and Unit Pricing along with
the required attachments in the Response Form – Step 3 – Additional Required Information Custom Fields submitted in the eBuilder Bid Portal have been reviewed and are accurate. b.
The undersigned acknowledges as Contractor to be and remain exclusively in control of the Project site and Work, as well as the Project’s Health & Safety Plan, measures, and/or protocols,
for the duration of construction activities. i. The undersigned acknowledges receipt of Supplemental Conditions to the Contract surrounding Contractor Response and Health & Safety
Protocols for COVID-19, or other viral, bacterial, or microbial presence (as applicable). ii. The undersigned acknowledges that no one will be permitted on the job site until the Health
& Safety Plan has been submitted. c. It is understood and agreed that the Owner expressly reserves the right to accept or reject any or all bids, and to waive irregularities or informalities
in its sole and reasonable discretion. d. Upon acceptance of Bidder’s Proposal, Bidder expressly agrees and affirms to hold its unchanged Bid Proposal for ninety (90) calendar days.
The undersigned will execute an Agreement between Contractor and Owner, amended and/or supplemented, if required, in accordance with the Proposal as accepted. Nothing contained herein
shall preclude Bidder and Owner from mutually agreeing upon a Contract based upon the unchanged Bid Proposal if the time elapsed from Award is in excess of ninety (90) calendar days.
e. The undersigned acknowledges the following Addendum(s) (as applicable): f. It is understood and agreed that award of the Contract shall be made to the Bidder submitting the
lowest responsive and responsible bid who, in the sole discretion of the Owner, is qualified to perform the Work. g. The undersigned agrees to furnish Owner satisfactory and executed
Performance and Payment Bonds prior to the commencement of any Work on-site. h. Alternates: 1. 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 associated with the Base Bid in accordance with the 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. Addendum No. __ dated ____. BID PROPOSAL CERTIFICATION FORM BF-5 2. It is understood
that the Owner reserves the right to accept or reject any of the Alternate Proposals provided in the eBuilder Bid Portal 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. The following documentation is required to be submitted electronically in the eBuilder Bidding Portal Response
Form – Step 3 – Additional Required Information Custom Fields Bid Proposal Certification Form (this Form) signed and executed Project Duration Schedule Bid Bond Proposed Project
Team Resumes (Bidder) By: Title: Business Address: Dated: BID PROPOSAL CERTIFICATION FORM BF-6 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 its knowledge and belief: a. The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for
the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor. b. Unless required by law, the prices that have been
quoted in this bid have not been knowingly disclosed, directly or indirectly, by the bidder and will not knowingly be disclosed by the bidder to any other bidder or any competitor prior
to opening. 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. (Bidder) By: Title: Dated: BID PROPOSAL CERTIFICATION FORM BF-7 CERTIFICATE AS TO CORPORATE BIDDER I, __________________________________________________
___, certify that I am the _____________________________ of the Corporation named as Bidder within this Bid Form 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 and executed for and on behalf of said Corporation by authority of its governing body. (Secretary-Clerk) Dated:
Rev 12.2018 G E N E R A L C O N D I T I O N S FOR LOW RISE 9 CERTIFICATE OF OCCUPANCY ENABLING & HEATER REPLACEMENTS CORNELL UNIVERSITY ITHACA, NEW YORK
i Rev 12.2018 GENERAL CONDITIONS TABLE OF CONTENTS Page ARTICLE 1 INTERPRETATION OF CONTRACT DOCUMENTS Section 1.01 Owner 1 Section 1.02 Meaning and Intent of Specifications,
Plans and Drawings 1 Section 1.03 Order of Precedence 1 ARTICLE 2 CONTRACTOR Section 2.01 Contractor's Obligations 2 Section 2.02 Contractor's Title to Materials 2 Section 2.03
"Or Equal" Clause 2 Section 2.04 Quality, Quantity and Labeling 3 Section 2.05 Superintendence by Contractor 3 Section 2.06 Subsurface or Site Conditions 4 Section 2.07 Representations
of Contractor 4 Section 2.08 Verifying Dimensions and Site Conditions 4 Section 2.09 Copies of Contract Documents for Contractors 5 Section 2.10 Meetings 5 Section 2.11 Related
Work 5 Section 2.12 Surveys and Layout 5 Section 2.13 Errors, Omissions or Discrepancies 5 Section 2.14 Project Labor Rates 6 Section 2.15 Daily Reports 6 ARTICLE 3 INSPECTION
AND ACCEPTANCE Section 3.01 Access to the Work 6 Section 3.02 Notice for Testing 6 Section 3.03 Inspection of Work 7 Section 3.04 Inspection and Testing 7 Section 3.05 Defective
or Damaged Work 7 Section 3.06 Acceptance 7 ARTICLE 4 CHANGES IN WORK Section 4.01 Changes 8 Section 4.02 Claims for Extra Work 11 Section 4.03 Form of Change Orders 12 ARTICLE
5 TIME OF COMPLETION Section 5.01 Time of Completion 12 ii Rev 12.2018 TABLE OF CONTENTS Page ARTICLE 6 TERMINATION Section 6.01 Termination for Cause 13 Section 6.02 Termination
for Convenience of Owner 13 Section 6.03 Owner's Right to do Work 13 ARTICLE 7 DISPUTES Section 7.01 Disputes Procedure 14 ARTICLE 8 SUBCONTRACTS Section 8.01 Subcontracting
15 ARTICLE 9 COORDINATION AND COOPERATION Section 9.01 Cooperation with Other Contractors 15 ARTICLE 10 PROTECTION OF RIGHTS, PERSONS AND PROPERTY Section 10.01 Accidents and
Accident Prevention 16 Section 10.02 Adjoining Property 17 Section 10.03 Emergencies 17 Section 10.04 Bonds 17 Section 10.05 Risks Assumed by the Contractor 18 Section 10.06 Contractor's
Compensation and Liability Insurance 18 Section 10.07 Liability Insurance of the Owner 20 Section 10.08 Owner's and Contractor's Responsibilities for Fire and Extended Coverage
Insurance Hazards 20 Section 10.09 Effect of Procurement of Insurance 21 Section 10.10 No Third Party Rights 21 ARTICLE 11 USE OR OCCUPANCY PRIOR TO ACCEPTANCE BY OWNER Section
11.01 Substantial Completion 21 Section 11.02 Occupancy Prior to Acceptance 21 ARTICLE 12 PAYMENT Section 12.01 Provision of Payment 22 Section 12.02 Stored Materials & Equipment
23 Section 12.03 Retention 24 Section 12.04 Withholding Payments 24 Section 12.05 Documents and Conditions Precedent to Final Payment 25 Section 12.06 Final Payment and Release
26 iii Rev 12.2018 TABLE OF CONTENTS Page ARTICLE 13 TAX EXEMPTION Section 13.01 Tax Exemption 26 ARTICLE 14 GUARANTEE Section 14.01 Guarantee 27 ARTICLE 15 STANDARD PROVISIONS
Section 15.01 Provisions Required by Law Deemed Inserted 27 Section 15.02 Laws Governing the Contract 27 Section 15.03 Assignments 27 Section 15.04 No Third Party Rights 28 Section
15.05 Waiver of Rights of Owner 28 Section 15.06 Limitation on Actions 28 Section 15.07 Owner's Representative 28 ARTICLE 16 MINORITY AND WOMEN BUSINESS ENTERPRISES Section 16.01
Definitions 28 Section 16.02 Participation by Minority and Women Business Enterprises 28 Section 16.03 MWBE Utilization Plan 29 Section 16.04 Reports and Records 29 ARTICLE 17
ACCOUNTING, INSPECTION AND AUDIT 30 ARTICLE 18 CONTRACTOR PERFORMANCE EVALUATION 30 ARTICLE 19 ROYALTIES AND PATENTS 30 ARTICLE 20 CONFIDENTIALITY AND USE OF OWNER'S NAME Section
20.01 Release of Information 31 Section 20.02 Confidential Information 31 Section 20.03 Use of Owner's Name 31 ARTICLE 21 CORNELL UNIVERSITY STANDARDS OF ETHICAL CONDUCT 32
iv Rev 12.2018 EXHIBITS A Change Order Documentation Instructions Construction Contract Change Order Request Construction Contract Change Order Summary B Final Release C
Guarantee D Form I MWBE Utilization Plan Form II Contractor’s Affirmative Action Plan Form III Affirmative Action Workforce Report E Labor Rate Breakdown F Stored Materials
Invoicing Documentation G Contractor Performance Evaluation 1 Rev 12.2018 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. 2 Rev 12.2018 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. 3 Rev 12.2018 B. Where the Architect approves a product proposed by the
Contractor and said proposed product requires a revision or redesign of any part of the Work covered by this Contract, or the Work covered by other contracts, all said revision or redesign,
and all new drawings and details required therefor shall be provided by the Contractor and shall be approved by the Architect. All time spent by the Architect or its agents to evaluate
the proposed substitution and or necessary engineering cost to accommodate the requested change shall be reimbursed to the Owner by the Contractor via the Change Order procedure.
Section 2.04 - Quality, Quantity and Labeling A. The Contractor shall furnish materials and equipment of the quality and quantity specified in the Contract. Unless otherwise provided,
all materials and articles incorporated into the work shall be new and of the most suitable grade of their respective kinds for the purpose. When required by the Contract Documents
or when directed by the Owner, the Contractor shall supply the Owner's Representative, for their acceptance, full information concerning any material which the Contractor contemplates
incorporating into the work. Materials and articles installed or used without such acceptance shall be at the risk of subsequent rejection. B. When materials are specified to conform
to any standard, the Owner may require that the materials delivered to the Site shall bear manufacturer's labels stating that the materials meet said standards. C. The above requirements
shall not restrict or affect the Owner's right to test materials as provided in the Contract. D. Whenever several alternative materials or items are specified by name or other particular
reference for one use, the Owner's Representative may require the Contractor to submit in writing a list of the particular materials or items the Contractor intends to use before the
Contract is executed. Section 2.05 - Superintendence by Contractor A. The Contractor shall employ a full-time effective, responsive and competent construction superintendent and necessary
staff; the construction superintendent shall devote full time to the Work and shall have full authority to act for the Contractor at all times. The Contractor shall provide the Owner
with the names and authority of such personnel in writing. B. If at any time the superintendent is not satisfactory to the Owner, the Contractor shall, if requested by the Owner, replace
said superintendent with another superintendent satisfactory to the Owner. There shall be no change in superintendent without the Owner's approval. C. The Contractor shall remove
from the Work any employee of the Contractor or of any Subcontractor when so directed by the Owner. 4 Rev 12.2018 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. 5 Rev 12.2018 B. During the progress of
Work, the Contractor shall verify all field measurements prior to fabrication of building components and equipment, and proceed with the fabrication to meet field conditions. C. The
Contractor shall consult all Contract Documents to determine exact location of all Work and verify spatial relationships of all Work. Any question concerning said location or spatial
relationships shall be submitted in a manner approved by the Owner. D. Specific locations for equipment, pipelines, ductwork and other such items of Work, where not dimensioned on
plans, shall be determined in consultation with the Owner and other affected Contractors and Subcontractors. E. The Contractor shall be responsible for the proper fitting of the Work
in place. F. Should failure of the Contractor to perform services under this section result in additional costs to the Owner, the Contractor shall be responsible for such additional
costs. Section 2.09 - Copies of Contract Documents for Contractors A. The Contractor will have access to view and download the Bid Documents in eBuilder. B. All drawings, specifications,
and copies thereof are the property of the Owner and are not to be used on other 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. 6 Rev 12.2018 Section 2.14 - Project Labor Rates The Contractor
shall submit to the Owner, for review and approval, within thirty (30) days after Contract is awarded all trade labor rates inclusive of fringe benefits, taxes, insurance for the duration
of the individual craft agreement in accordance with Exhibit G. Revised rates shall be provided within thirty (30) days of signing any new agreements with the individual crafts during
this project. Section 2.15 – Daily Reports The Contractor's Construction Superintendent shall submit a Daily Report to the Cornell University Project Manager or the Resident Field
Engineer at the job site. Such reports shall, at a minimum, contain the following information: Name of Project Project Number Date of Report Weather Conditions Equipment on the site
Contractors on site including name and number of employees on site for each contractor Work/area and activity for each contractor Overtime worked and planned work progress Environmental
problems and corrections Other information, such as special events, occurrences, materials delivered, accidents or injuries, recommendations, suggestions, visitors, inspections, equipment
start-up and check out, occupancy, etc. 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. 7 Rev 12.2018 Section 3.03 - Inspection of Work A. The Contractor will cooperate in all ways to facilitate the inspection
and examination of the work. The inspections and examinations will be carried out in such a manner that the work will not be delayed. B. All Work, all materials whether or not incorporated
in the Work, all processes of manufacturer, and all methods of construction shall be, at all times and places, subject to the inspection of the Owner and the Owner shall be the final
judge of the quality and suitability of the Work. Any Work not approved by the Owner shall immediately be reconstructed, made good, replaced or corrected by the Contractor including
all Work of other Contractors destroyed or damaged by said removal or replacement. C. Required certificates of inspection, testing, acceptance, or approval shall be secured by the
Contractor and promptly delivered to the Owner. Section 3.04 - Inspection and Testing All materials and equipment used in the Work shall be subject to inspection and testing in accordance
with accepted standards to establish conformance with specifications and suitability for uses intended, unless otherwise specified in the Contract. If any Work shall be covered or
concealed without the approval or consent of the Owner, said Work shall, if required by the Owner, be uncovered for examination. If any test results are below specified minimums, the
Owner may order additional testing. The cost of said additional testing, any additional professional services required, and any other expenses incurred by the Owner as a result of
said additional testing shall be paid by the Contractor. Reexamination of any part of the Work may be ordered by the Owner, and if so ordered the Work must be uncovered by the Contractor.
If said Work is found to be in accordance with the Contract, the Owner shall pay the cost of reexamination and replacement. If said Work is found not to be in accordance with the
Contract, the Contractor shall pay the cost of reexamination and replacement. Section 3.05 - Defective or Damaged Work If, in the opinion of the Owner, it is undesirable to replace
any defective or damaged materials or to reconstruct or correct any portion of the Work injured or not performed in accordance with the Contract, the compensation to be paid to the
Contractor shall be reduced by an amount which, in the judgment of the Owner, shall be deemed to be equitable. Section 3.06 - Acceptance No previous inspection shall relieve the Contractor
of the obligation to perform the Work in accordance with the Contract. No payment, either partial or full, by the Owner to the Contractor shall excuse any failure by the Contractor
to comply fully with the Contract Documents. The Contractor shall remedy all defects, paying the cost of any damage to other Work resulting therefrom. 8 Rev 12.2018 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.
(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, "asbuilt" drawings, and general and administrative overhead and profit. 9
Rev 12.2018 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. When submitting change orders, equipment which is common to the project scope at hand is expected to be previously paid for as overhead / general conditions
to the project. Special rental equipment or tools not common to the project that are required to perform the change order will be accepted as additional costs. 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-up Percentages
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.
The maximum aggregate of all mark-up percentages may not exceed twenty five percent (25%). 4. No Markup on Bonds and Insurance Costs: Change Order cost adjustments due to increases
or decreases in bond or insurance costs (if applicable) shall not be subject to any Markup Percentage. 5. Overtime Pay: No mark-up shall be paid on the premium portion of overtime
pay. 10 Rev 12.2018 6. Direct and Indirect Costs Covered by Markup Percentages: As a further clarification, the agreed upon Markup Percentage is intended to cover the Contractor's
profit and all indirect costs and expenses associated with the change order work. Items intended to be covered by the Markup Percentage include, without limit: home office expenses,
branch office and field office overhead expense of any kind; project management; superintendents, general foremen; estimating, engineering; coordinating; expediting; purchasing; detailing;
legal, accounting, data processing or other administrative expenses; reproduction of drawings and specifications; shop drawings and sample coordination; “as-built” drawings; permits;
auto insurance and umbrella insurance; pick-up truck costs; parking permits; cellular phones; testing and inspection; temporary facilities; access and safety provisions; and warranty
expense costs. The cost for the use of small tools and/or tools already in use on site are also to be considered covered by the Markup Percentage. Small tools shall be defined as tools
and equipment (power or non-power) with an individual purchase cost of less than $750 7. Deduct Change Orders and Net Deduct Changes: The application of the markup percentage will
apply to both additive and deductive change orders. In the case of a deductive change order, the credit will be computed by applying the percentage so that a deductive change order
would be computed in the same manner as an additive change order. In those instances where a change involves both additive and deductive work, the additions and deductions will be netted
and the markup percentage adjustments will be applied to the net amount F. Regardless of the method used by the Owner in determining the value of a change order, the Contractor, within
thirty (30) calendar days after a request for the estimate of value shall submit to the Owner a detailed breakdown of the Contractor's estimate, including all subcontractors details,
of the value of the Change Order Work, in the format detailed in Exhibit A. Each submission shall include an electronic .pdf format of all documentation. G. Unless otherwise specifically
provided for in a change order, the compensation specified therein includes a full payment for both the Work 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. 11 Rev 12.2018 Section 4.02 – Claims for Extra Work If the Contractor claims (i) that any work it has been ordered to do is extra work
or (ii) that it has performed or is going to perform extra work or (iii) that any action or omission of the Owner or the Architect is contrary to the terms and provisions of the Contract,
the Contractor shall: A. Promptly comply with such order; B. Notwithstanding the provisions of this Agreement, Article 4 of these General Condition and any other provisions of the
Contract documents to the contrary, file with the Owner, within fourteen (14) calendar days after being ordered to perform the work claimed by it to be extra work or within fourteen
(14) calendar days after commencing performance of the extra work, whichever date shall be the earlier, or within fourteen (14) calendar days after the said action or omission on the
part of the Owner or the Architect occurred, a written notice of the basis of its claim and request a determination thereof; C. Notwithstanding the provisions of this Agreement and
any other provisions of the Contract documents to the contrary, file with the Owner, within thirty (30) calendar days after said alleged extra work was required to be performed or said
alleged extra work was commenced, whichever date shall be the earlier, or said alleged action or omission by the Owner or the Architect occurred, a verified detailed statement, with
documentary evidence, of the items and basis of its claim; D. Produce for the Owner’s examination, upon notice from the Owner, all its books of account, bills, invoices, payrolls,
subcontracts, time books, progress records, daily reports, bank deposit books, bank statements, checkbooks and cancelled checks, showing all of its actions and transactions in connection
with or relating to or arising by reason of its claim, and submit persons in its employment and in its subcontractors' employment for examination under oath by any person designated
by the Owner to investigate any claims made against the Owner under the Contract, such examination to be made at the offices of the Contractor; and E. Proceed diligently, pending and
subsequent to the determination of the Owner with respect to any such disputed matter, with the performance of the Contract and in accordance with all instructions of the Owner and
the Architect. F. The Contractor's failure to comply with any or all parts of Section 4.02 shall be deemed to be: (i) a conclusive and binding determination on its part that said order,
work, action or omission does not involve extra work and is not contrary to the terms and provisions of the Contract; and (ii) a waiver by the Contractor of all claims for additional
compensation or damages as a result of said order, work, action or omission. The provisions of Section 4.02 is to promptly afford the Owner opportunity to cancel or revise any order,
change its plans, mitigate or remedy the effects or circumstances giving rise to a claim or take such other action as may seem desirable and to verify any claimed expenses or circumstances
as they occur. Compliance with such provisions is essential whether or not the Owner is aware of the circumstances of any order or other circumstances which might constitute a basis
for a claim and whether or not the Owner has indicated it will consider a claim in connection therewith. G. No person has power to waive or modify any of the foregoing provisions and,
in any action against the Owner to recover any sum in excess of the sum certified by the Owner to be due under or by reason of the Contract, the Contractor must allege in its complaint
and prove compliance with the provisions of this Section. 12 Rev 12.2018 Section 4.03 - Form of Change Orders All change orders shall be processed, executed and approved via the
Owner's E-Builder Change Order Process. No payment for change order Work shall be due the Contractor unless a change order has been issued and approved as noted above. 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: 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. 13 Rev 12.2018 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. 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. 14 Rev 12.2018 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. 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. 15 Rev 12.2018 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. 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. 16 Rev 12.2018 E. If the Contractor notifies the Owner, in writing, that another contractor on the Site is failing to coordinate the work of said contractor with the
Work, the Owner shall investigate the charge. If the Owner finds it to be true, the Owner shall promptly issue such directions to the other contractor with respect thereto as the situation
may require. The Owner shall not be liable for any damages suffered by the Contractor by reason of the other contractor's failure to promptly comply with the directions so issued by
the Owner, or by reason of another contractor's default in performance. F. If the Owner shall determine that the Contractor is failing to coordinate the 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. 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, or significant near miss incidents that had the potential to result in serious injury or death. The Contractor shall upload all completed Contractor and
Subcontractor incident investigation forms and reports within five (5) working days of the incident. The report shall include the extent of damage or injury, the persons involved and
their employers, the number of days persons are hospitalized, and any other pertinent information required by Cornell University. Such reporting shall be submitted on the e-Builder
Accident Form. 17 Rev 12.2018 C. The Contractor shall provide to the Project Manager, Material Safety Data Sheets (OSHA Form 20 or the equivalent) for all chemicals to be used on
site. All chemicals requiring any precautionary measures (eg. special storage or disposal requirements, personal protective equipment, or additional ventilation), shall be brought
to the attention of Cornell University for review and approval, prior to their use on site. 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. 4. A Contractor’s Waste Material Disposal Plan form is required (with or without waste) to be submitted with submission of the first payment.
The form can be found at: https://ehs.cornell.edu/sites/default/files/resourcefiles/FRM_CWMDPContractorWasteMaterialDisposalPlan.pdf 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. 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. 18 Rev 12.2018 Section 10.04 - Bonds A. Before commencing the performance of any work covered by the Contract, the Contractor shall furnish to the
Owner any required Bonds. The failure of the Contractor to supply the required Bonds within ten (10) days after the Contract signing shall constitute a default. Section 10.05 - Risks
Assumed by the Contractor A. Indemnification. The Contractor shall defend, indemnify and hold harmless the Owner and its trustees, officers, agents and employees from and against
all claims, damages, losses, fines, and expenses, including reasonable attorneys' fees, arising out of or resulting from the performance of the work including, but not limited to, bodily
or personal injury, sickness, disease, death, or injury or damage to tangible property, to the extent they arise out of or result from: 1. any negligent act or omission, or intentional
or willful misconduct, violation of law, or breach of this Contract by the Contractor, or any of its subcontractors, anyone directly or indirectly employed by any of them, or anyone
for whose acts any of them may be liable, or 2. any injury to an employee of the Contractor, its subcontractors, anyone directly or indirectly employed by them. The indemnification
obligation under this section shall not be limited by the amount or type of damages, compensation or benefits payable by or for the Contractor under workers’ compensation, disability
benefit or other employee benefit laws. B. In the event that Contractor is requested but refuses to honor its indemnification obligations hereunder, then the Contractor shall, in
addition to all other obligations, pay the cost, including reasonable attorneys' fees, of bringing an action to enforce such indemnification obligations. C. Neither the Owner's final
acceptance of the work to be performed hereunder nor the making of any payment shall release the Contractor from its obligations under this Section. The enumeration elsewhere in the
Contract of particular risks assumed by the Contractor or of particular claims for which the Contractor is responsible shall not be deemed to limit the effect of the provisions of this
Section or to imply that the Contractor assumes or is only responsible for risk or claims of the type enumerated. Section 10.06 - Contractor's Compensation and Liability Insurance
A. The Contractor shall procure and maintain, at its own cost and expense, until final acceptance by the Owner of all the work covered by this Contract, the following kinds of insurance:
1. Worker's 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. 19 Rev 12.2018 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. 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. 20 Rev 12.2018 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. 21 Rev 12.2018 Section 10.08 - Owner's and Contractor's Responsibilities for Fire
and Extended Coverage Insurance Hazards A. The Contractor shall purchase and maintain in force a builders risk insurance policy on the entire work. Such insurance shall be written
on a completed value form and in an amount equal to the initial contract sum and modified by any subsequent modifications to the contract sum. The insurance shall name Cornell University
and the State of New York, all subcontractors and sub- subcontractors. The insurance policy shall contain a provision that the insurance will not be cancelled or allowed to expire
until the Contractor has given at least thirty (30) days prior written notice to Cornell University. The insurance shall cover the entire work at the site, including reasonable compensation
for Architect’s services and expenses made necessary by an insured loss. Insured property shall include portions of the work located away from the site and in transit to the site.
The policy shall cover the cost of removing debris and demolition as may be legally necessary. The policy shall cover any boiler or machinery loss which may be suffered during installation
and until final acceptance. The insurance required shall be written to cover “all risk” of physical loss including a loss due to collapse. Any deductible shall be the responsibility
of the Contractor but in no case shall the deductible be more than $10,000 unless Cornell University has agreed to a higher deductible. The Contractor shall provide to Cornell University
a certificate of insurance and a summary of coverage’s including all endorsements and exclusions prior to commencement of the work. Once the policy is received, the Contractor shall
provide a copy of such policy to Cornell University. There shall be a mutual waiver of recovery between Cornell University, the Contractor and all other parties to the extent such
losses are covered by the builders risk policy. If Cornell University wishes to occupy the building prior to final acceptance and if the policy contains a provision which limits coverage
for such partial occupancy, the parties agree work together to obtain consent of the insurance company for such partial occupancy or use under mutually acceptable terms. B. Losses,
if any, under such insurance shall be payable to the Owner. C. The Contractor shall be responsible for any and all loss of materials connected with the construction due to unexplainable
disappearance, theft or misappropriation of any kind or nature. D. The foregoing provisions shall not operate to relieve the Contractor and subcontractors of responsibility for any
loss or damage to their own or rented property or property of their employees, of whatever kind or nature, or on account of labor performed under the Contract incidental to the repair,
replacement, salvage, or restoration of such items, including but not limited to tools, equipment, forms, scaffolding, and temporary structures, including their contents, regardless
of ownership of such contents, except for such contents as are to be included in and remain a part of the permanent construction. The Owner shall in no event be liable for any loss
or damage to any of the aforementioned items, or any other property of the Contractor, subcontractors and the Architect, or employees, agents, or servants of same, which is not to be
included in and remain a part of the permanent construction. The Contractor and subcontractors severally waive any rights of recovery they may have against the Owner and the Architect
for damage or destruction of their own or rented property, or property of their employees of whatever kind or nature. 22 Rev 12.2018 Section 10.09 - Effect of Procurement of Insurance
A. Neither the procurement nor the maintenance of any type of insurance by the Owner or the Contractor shall in any way be construed or be deemed to limit, discharge, waive or release
the Contractor from any of the obligations and risks imposed upon the Contractor by the Contract or to be a limitation on the nature or extent of such obligations and risks. Section
10.10 - No Third Party Rights A. Nothing in the Contract shall create or give to third parties; any claim or right of action against the Contractor, the Architect, and the Owner beyond
such as may legally exist irrespective of the Contract. ARTICLE 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. 23 Rev 12.2018 B. The final certificate of the Architect shall certify that the Contract has been completed
within the stipulated time, and shall not be issued until all drawings and specifications have been returned to the Owner. The issuance of said certificates, however, or any payments
made thereon shall not lessen the total responsibility of the Contractor to complete the work to the satisfaction of the Owner in accordance with the Contract. C. Payments on the Contract
Price shall be made each month as the work progresses in accord with the following procedure: 1. The Contractor's schedule of values, including quantities, aggregating the total Contract
Price, divided so as to facilitate payments to subcontractors as specified herein, shall be the basis for monthly progress payments. This schedule, as shown in the E-Builder Schedule
of Values Process, when approved by the Owner shall be used as a basis for progress payments. In applying for payments, the Contractor shall submit a statement based upon this approved
schedule. 2. (a) On a date agreed upon by the Owner, Architect, and Contractor, a meeting shall be held by the Owner to review the work completed and materials on hand. This meeting
shall review each item to be submitted by the Contractor in the requisition for payment. (b) On the first day of each month, or as soon thereafter as practicable, the Contractor shall
submit via the E-Builder Payment Application Process, a statement and all applicable documentation setting forth in detail the cost of the work done and materials delivered to the job
site up to and including the last day of the previous month and shall make application for payment of ninety percent (90%) of the amount of said statement, less the aggregate of all
previous payments made by the Owner against the Contract Price. (c) Each statement and application shall be accompanied by an affidavit, executed by the Contractor, certifying that
the statement is true and correct, and that all bills for labor, and materials incorporated in or delivered to the job, due and payable at the time of the preceding progress payment,
have been paid. The Contractor shall attach a single .pdf file of certified payrolls for all employees on the project as indicated in the EBuilder Payment Application Process. Before
final payment is made, the Contractor shall submit evidence that all payrolls, material bills and other indebtedness incurred in connection with the Contract have been paid, including
final waivers of any liens. 3. Each such application for payment shall be subject to the review and approval of the Architect. If the Architect finds that the affidavit and application
for payment are acceptable and that all the above requirements in connection therewith have been complied with, the Architect shall, within seven (7) calendar days after receiving such
application for payment, certify to the Owner that the payment applied for is due and payable to the Contractor. 24 Rev 12.2018 4. The issuance of a Certificate for Payment constitutes
a representation by the Architect to the Owner, based on the date of the Application for Payment, that the work has progressed to the point indicated, that, to the best of their knowledge,
information, and belief, the quality of the work is in accordance with the Contract Documents and that the Contractor is entitled to payment in the amount certified. The Owner shall
make payment in the manner provided in the Agreement within thirty (30) calendar days of receipt of the approved Certificate in E-Builder. Approval of the Payment Application by the
Architect shall not be deemed to represent that the Architect has made exhaustive or continuous on-site inspections to check the quality or quantity of the work or that the Architect
has reviewed the construction means, methods, techniques, sequences, or proceedings or that the Architect has made any examination to ascertain how or for what purpose the Contractor
has used the monies previously paid on account of the Contract Sum. Section 12.02 – Stored Materials & Equipment A. The Contractor may submit, no more than thirty (30) calendar days
after contract approval and prior to the first application for payment, a written request to Cornell University for permission to invoice for critical materials and equipment ready,
but not yet incorporated into the work. For the purpose of this paragraph, "critical materials and equipment" eligible for payment are defined as those items affecting project schedule
or budget as determined by Cornell University's evaluation of the project schedule. This includes finished goods normally shipped to the job site in a condition ready for incorporation
into the work that require significant time for delivery. Raw materials or work-in-process at a manufacturer's plant location shall not be eligible for such consideration unless the
Contractor can demonstrate that Cornell University can save money by purchasing material in bulk quantities at the beginning of the project. B. Cornell University will be under no
obligation to accept such requests. C. Payment authorized by Cornell University for such "long-lead" critical materials and equipment not yet incorporated in the work will be made
provided the Contractor submits Exhibit H and complies with the following: 1. Items shall be listed in the “Total Materials Presently Stored” column on the Application for Payment.
2. Transfer of Title shall be executed and included in the Application for Payment. 3. The method used to store off-site items shall be described in the Contractor's request to invoice
for such materials and equipment. Cornell University shall give prior approval of the location of off-site storage. Items requiring special environmental conditions to protect their
integrity (temperature, humidity, etc.) shall be continuously stored in such an environment. 25 Rev 12.2018 4. Items in storage shall be identified as property of Cornell University,
and a description of the identification method used shall be submitted in the Application for Payment. Contractor shall maintain all necessary insurance on items in storage. 5. A
written and photographic inventory of items and method used to verify such inventory, including Contractor's certification that all quantities have been received in good condition at
the job site or other location acceptable to Cornell University shall be submitted with the Application for Payment. 6. A copy of the vendor's invoice is included with the Contractor's
invoice. Packing lists will not be accepted. D. Cornell University retains the right to verify storage by physical inspection prior to payment approval and at any time thereafter.
Such payment shall not relieve the Contractor of the responsibility for protecting, safeguarding, and properly installing the equipment or materials. The Warranty and Guarantee period
shall not commence until installation and final acceptance of the completed work by Cornell University. The Contractor shall bear the cost of transporting materials stored off-site
to the site E. Each subsequent invoice will restate the prior months' materials and equipment not incorporated in the Work and current month additions and deletions for materials and
equipment incorporated into the Work. F. Upon the making of partial payment by Cornell University, all work, materials, and equipment covered thereby shall become the sole property
of Cornell University. Partial payments, however, shall not constitute acceptance of the Contractor's work by Cornell University, nor be construed as a waiver of any right or claim
by Cornell University. Section 12.03 – Retention A. Retention in the amount of ten percent (10%) of the value of the work done and materials furnished and installed under this Agreement
shall be retained by the Owner as part security for the faithful performance of the Contractor’s work within the time specified, and shall be paid as indicated in Section 12.06. B.
Cornell University in its sole discretion may, upon the Contractor's application thereof, release retention applicable to a subcontractor, provided that there are no outstanding claims
associated with the subcontractor's work and the subcontractor and Contractor submit an acceptable partial or final release when submitting the payment application process. If the
project is bonded, a Consent of Surety to the reduction must be attached as well. 26 Rev 12.2018 Section 12.04 - Withholding Payments A. The Owner may, on account of subsequently
discovered evidence, withhold or nullify the whole or a part of any Certificate to such extent as may be necessary to protect the Owner from loss on account of: 1. Defective work not
remedied. 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 12.05 – 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.
27 Rev 12.2018 f. Fixed Equipment Inventory as defined in General Requirements Section 01 78 22. 2. The Contractor shall also provide a CD containing scanned .pdf format and/or
Word Documents of all documentation. Section 12.06 - Final Payment and Release A. When the Contractor determines that the work or a designated portion thereof is substantially complete,
the Contractor shall prepare for submission to the Owner a list of items to be completed or corrected. This list, prepared by the Contractor, shall constitute a complete detailed list
of defects and deficiencies which, when remedied, will complete all Contract requirements. The submittal shall be accompanied by a statement to that effect. B. The failure to include
any items on such list does not alter the responsibility of the Contractor to complete all work in accordance with the Contract Documents. When the Architect, on the basis of an inspection,
determines that the work is substantially complete, the Architect will then prepare a Certificate of Substantial Completion. C. Upon receipt of written notice that the work is ready
for final inspection and acceptance, the Architect will promptly make such inspection and, when the Architect finds the work acceptable under the provisions of the Contract Documents,
and the Contract fully performed, and if bonds have been required, the written Consent of the Surety to the payment of the balance due, and a satisfactory Release of Lien, attached
hereto as Exhibit "C" and made a part of the Contract Documents, has been submitted by the Contractor, each subcontractor and subsubcontractor, 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. 28 Rev 12.2018 B.
The Contractor and Subcontractor shall obtain any and all necessary certificates or other documentation from the appropriate governmental agency or agencies, and use said certificates
or other documentation as required by law, rule or regulation. 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 and made a part hereof, shall be deemed to be inserted herein and, in the event any such provision is not inserted or is
not correctly inserted, then upon the application of either party, this Contract shall forthwith be physically amended to make such insertion or correction. Section 15.02 - Laws Governing
the Contract The Contract shall be governed by the laws of the State of New York, without reference to conflict of law principles. Any and all proceedings relating to the subject
matter hereof shall be maintained in New York State Supreme Court, Tompkins County or the federal district court for the Northern District of New York, which courts shall have exclusive
jurisdiction for such purposes. Section 15.03 - Assignments The Contractor shall not assign the Contract in whole or in part without prior written consent of the Owner. 29 Rev
12.2018 Section 15.04 - No Third Party Rights Nothing in the Contract shall create or shall give to third parties any claim or right of action against the Owner, beyond such rights
as may legally exist irrespective of the Contract. Section 15.05 - Waiver of Rights of Owner A. None of the provisions of the Contract will be considered waived by the Owner except
when such waiver is given in writing. Section 15.06 - Limitation on Actions No action or proceeding shall be filed or shall be maintained by the Contractor against the Owner unless
said action shall be commenced within six (6) months after receipt by the Owner of the Contractor's final requisition or, if the Contract is terminated by the Owner, unless said action
is commenced within six (6) months after the date of said termination. Section 15.07 - Owner's 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 (Caterina McFadden) shall be recognized by the Contractor. ARTICLE
16 – MINORITY AND WOMEN BUSINESS ENTERPRISES Section 16.01 – Definitions The terms "Minority-owned business enterprise" ("MBE") or “Women-owned business enterprise” (“WBE”) or “minority
group member” shall have the same meaning as under Section 310 of the New York State Executive Law, as the same may be from time to time amended. Section 16.02 – Participation by Minority
and Women Business Enterprises A. The Contractor shall, in addition to any other nondiscrimination provision of the Contract and at no additional cost to Owner, fully comply and cooperate
with the Owner in the implementation of MBE and WBE goals. These requirements include equal employment opportunities for minority group members and women (“EEO”) and contracting opportunities
for certified minority and women-owned business enterprises (“MWBEs”). The Contractor’s demonstration of “good faith efforts” shall be a part of these requirements. These provisions
shall be deemed supplementary to, and not in lieu of, the nondiscrimination provisions required by New York State or other applicable federal, state or local laws. B. The Contractor
shall include the provisions of this Article in each and every Agreement and/or Contract in such a manner that the provisions of this Article will be binding upon each subcontractor
and supplier as to work in connection with and related to this Agreement. 30 Rev 12.2018 C. For purposes of this procurement, the Owner has established goals as outlined in the Bid
Proposal Certification Form for Minority-Owned Business Enterprises (“MBE”) and Women-Owned Business Enterprises (“WBE”) participation. 1. The goal for Minority-Owned Business Enterprise
participation shall be applied as follows: a maximum of one third (1/3) of the goal may be applied to purchases of materials, supplies, and equipment from MBEs. 2. The goal for Women-Owned
Business Enterprise participation shall be applied as follows: a maximum of one third (1/3) of the goal may be applied to purchases of materials, supplies, and equipment from WBEs.
D. For purposes of providing meaningful participation by MWBEs on the Contract and achieving the Contract Goals established in paragraph C above, the Contractor should reference the
Directory of New York State Certified MWBEs found at the following internet address: http://www.esd.ny.gov/mwbe.html. E. Where MWBE goals have been established herein, the Contractor
must document “good faith efforts” to provide meaningful participation by MWBEs as sub-contractors or suppliers in the performance of the Contract. F. Where it appears that a Contractor
is unable to comply with the MWBE participation requirements, Contractor may submit in writing for the Owner’s consideration, the reasons for Contractor’s inability to meet any or all
of the participation requirements together with an explanation of the efforts taken by the Contractor to obtain the stated MWBE participation. Section 16.03 MWBE Utilization Plan
A. The Contractor shall submit a MBE/WBE Utilization Plan for the Owner’s review prior within fifteen (15) calendar days after receipt of a Letter of Intent or Notice to Proceed.
B. The Contractor shall use such Owner approved MBE/WBE Utilization Plan for the performance of MWBEs on the Contract pursuant to the prescribed MWBE goals established in Article 16
hereof. The Contractor shall designate a Compliance Officer in their organization who shall be responsible for implementing the MBE/WBE Utilization Plan of the Contractor and its subcontractors.
Said Compliance Officer shall make such periodic, but not less than monthly, reports on the Plans' progress and on the number of women and minority workers employed. These reports
shall be submitted to the Owner Representative on the Affirmative Action Workforce Report attached hereto as Exhibit "D". Section 16.04 Reports and Records A. The following forms,
attached hereto as Exhibit "D" and made a part of the Contract Documents, are to be used in submitting MBE/WBE Utilization Plans. Electronic versions are available in the E-Builder
Resources Project or at https://fcs.cornell.edu/projectcontractors-and-consultants. 1. MWBE Utilization Plan 2. Affirmative Action Workforce Report 31 Rev 12.2018 B. The Contractor
shall demonstrate compliance with these goals by submission of the Affirmative Action Workforce Report on a monthly basis, or as requested by Owner. The Contractor shall provide a
single monthly report inclusive of all subcontractor information for the project labor and such report must document the progress made towards achievement of the MWBE goals of the Contract.
Such forms shall be uploaded monthly to E-Builder. C. The Contractor shall permit access to its books, records and accounts by the Owner for purposes of investigation to ascertain
compliance with the provisions of this Article. The Contractor shall include this provision in every subcontract so that such provision will be binding upon each subcontractor. ARTICLE
17 -- ACCOUNTINGS, INSPECTION AND AUDIT The Contractor agrees to keep books and records showing the actual costs incurred for the Work. Such books and records (including, without
limitation, any electronic data processing files used by the Contractor in analyzing and recording the Work) shall be open for inspection and audit by the Owner and its authorized representatives
at reasonable hours at the Contractor's local office or at the Owner's office, if necessary, and shall be retained by the Contractor for a period of seven years after the Work has been
completed, except that if any litigation, claim or audit is started before the expiration date of the seven year period, the records shall be retained until all litigation, claims or
audit findings involving the records have been resolved.. Each Sub-Contractor shall be similarly obligated to maintain, for inspection and audit by the Owner, books and records respecting
the Work. If requested by the Owner, the Contractor shall furnish copies of any and all subcontracts, purchase orders and/or requisitions of any nature associated with the project.
ARTICLE 18 – CONTRACTOR PERFORMANCE EVALUATION At project completion the Owner shall schedule a meeting to review with the Contractor their performance for the project unless performance
warrants additional reviews. The Owner may schedule a meeting at fifty percent (50% completion) based on project complexity and/or duration. The Owner shall present its review based
on the attached “Contractor Performance Evaluation”, Exhibit I. The Contractor shall be given the opportunity to provide input as to the findings of the evaluation after completion
by the Owner. ARTICLE 19 -- 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. 32 Rev 12.2018 ARTICLE 20 -- CONFIDENTIALITY AND USE OF OWNER'S NAME Section 20.01 - Release
of Information The Contractor shall not divulge information concerning the Work (including news releases, social media, internal house organizations, applications for 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. Section 20.02 - Confidential Information The term "Confidential Information" means all unpublished information obtained or received from Cornell University
during the term of this Contract which relates to Cornell University's research, development, manufacturing and business affairs. The Contractor shall not disclose confidential information
to any person, except to its employees and subcontractors to the extent that they require it in the performance of their Work, during the term of this Contract and until authorized
by Cornell University in writing. The Contractor and its subcontractors shall hold all confidential information in trust and confidence for Cornell University, and shall use confidential
information only for the purpose of this Contract. The Contractor and its subcontractors shall require all of their employees to whom confidential information is revealed to comply
with these provisions. The Contractor shall have an agreement with each subcontractor, requiring their compliance with the foregoing. If it becomes necessary for the Contractor to
defend in case of litigation related to its services rendered, permission shall be sought from Cornell University, who shall not unreasonably withhold such permission, before any disclosures
are made. This Section does not apply to information which (1) is or becomes known in public domain or (2) is learned by the Contractor from third parties. Section 20.03 - Use of
Owner's Name The Contractor shall not use, in its external, advertising, marketing program, social media, or other promotional efforts, any date, pictures, or other representation
of the Owner except on the specific written authorization in advance of the Owner's Representative. 33 Rev 12.2018 ARTICLE 21 -- CORNELL UNIVERSITY STANDARDS OF ETHICAL CONDUCT
Cornell University expects all executive officers, trustees, faculty, staff, student employees, and others, when acting on behalf of the university, to maintain the highest standard
of ethical conduct as per Cornell University's Policy 4.6 - Standards of Ethical Conduct, a copy of which is available at https://fcs.cornell.edu/project-contractors-and-consultants
This includes treating equally all persons and firms currently doing business with or seeking to do business with or for Cornell University, whether as contractors, subcontractors,
or suppliers. Such persons and firms are respectfully reminded that Cornell University employees and their families may not personally benefit from Cornell University's business relationships
by the acceptance of gifts or gratuities, defined as a gift in excess of $75.00 given to a Cornell employee for personal use. Items not considered gifts/gratuities include occasional
business meals, items of an advertising nature, and items that are generally distributed to all potential customers. In addition, it is expected that the Contractor's officers and
employees shall conduct all business related to this Contract within the highest ethical standards, observing applicable policies, practices, regulations, law, and professional standards.
All parties are expected to report violations of this policy to appropriate university personnel. You may file a report to on the web https://secure.ethicspoint.com/domain/en/report_custom.asp?cli
entid=6357 or contact Cornell University through EthicsPoint by dialing toll-free 1-866-293-3077. EXHIBIT "A" CORNELL UNIVERSITY Construction Contract
Change Order Forms Instructions to Change Order Documentation Cornell University has several standard forms related to Changes in the Work. These forms have been prepared to comply
with contract requirements related to Changes in the Work. The standard Construction Contract Change Order Request and Change Order Summary Forms shall be used to facilitate preparation
of change order requests in conformity with construction contract requirements. These forms shall be used by the Contractor and by all Subcontractors in preparing their respective
cost estimates for services associated with the Changed Work for the Owner’s consideration and shall include all associated back-up documentation supporting the request. Direct Cost
of the Work: 1. Direct Labor – Include the “wages paid” hourly direct labor and/or foreman necessary to perform the required change. “Wages paid” is the burdened labor rate documented
in accordance with Section 2.14 – Project Labor Rates of the General Conditions. “Assigned Personnel or Work Crews” should be stated by trade or type of work performed not by name
of person or company title. For example carpenter, mason, backhoe operator, etc. Supervisory personnel in district or home office shall not be included. Supervisory personnel on
the job-site, but with broad supervisory responsibility and paid as salaried personnel, shall not be included as Direct Labor 2. Direct Material – Include the acquisition cost of
all materials directly required to perform the required change. Examples of “Unit of Measure” include square feet, cubic yards, linear feet, days, gallons, etc. 3. Equipment – Include
the rental cost of equipment items necessary to perform the change. For company-owned equipment items, include documentation of internal rental rates. Charges for small tools, and
craft specific tools are not allowed. Bond Premiums The Contractor’s actual documented bond premium rate as entered into the eBuilder Bid Portal Response Form – Step 3 – Additional
Required Information Custom Fields at time of bid shall be added to all direct and indirect costs of the proposed change. Overhead & Profit The Contractor’s overhead & profit rate
shall be added to all direct and indirect costs of the proposed change in accordance with the Contract. EXHIBIT "A" EXHIBIT "A" CONSTRUCTION CONTRACT CHANGE ORDER SUMMARY
DATE: PCO # PROJECT TITLE: CONTRACT NO. CONTRACTOR: DETAILED DESCRIPTION OF WORK: 1 DIRECT COST OF WORK: NAME OF CONTRACTOR/SUBCONTRACTORS TOTAL PERFORMING WORK COST TOTAL COST OF PROPOSED
CHANGE ORDER ITEM $0 TOTAL CONTRACT DAYS ADDED/DELETED FROM PROJECT SCHEDULE THIS PAGE INTENTIONALLY LEFT BLANK FINAL RELEASE EXHIBIT "B" FINAL WAIVER OF CLAIMS AND LIENS
AND RELEASE OF RIGHTS Sworn to before me this Corporation or Business Name Day of 20 By: Title: 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.
THIS PAGE INTENTIONALLY LEFT BLANK EXHIBIT "C" GUARANTEE Date: 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) (COMPANY) By: Title: THIS PAGE INTENTIONALLY LEFT BLANK
EXHIBIT "D" – FORM I 1 MWBE Utilization Plan – Submit Part I and Part II within 15 days after Letter of Intent or Notice to Proceed – – Submit Part III Quarterly and at end of
project – PART I – PROJECT INFORMATION e-Builder Project No. Project Name: Contract Value: Contractor Name and Address: Primary Contact Name, Phone Number, Email: Bid Date:
% Goals MBE: 3.6% WBE: 3.2% Contractor’s MWBE Contact Name, Phone Number, Email: PART II – MWBE LIST (Update as MWBE firms come under contract, sign and date, resubmit) Subcontractor
Name, Address, Contact, Email, MBE or WBE (List your firm if also MBE or WBE) Federal ID Number Dollar Value of Contract or Purchase Order Description of Work or Supplies Subcontractor
or Supplier Start and End Dates (Update totals as MWBE firms are added/subtracted to above list) Print Name of Principal or
Officer: Title: Signature: Date: MWBE Contract Percentages Summary % MBE Totals WBE Totals EXHIBIT "D" – FORM I 2 MWBE Utilization Plan – Submit Part I and Part II within
15 days after Letter of Intent or Notice to Proceed – – Submit Part III Quarterly and at end of project – PART III – Quarterly Utilization Report (Subcontractors & Sub-subcontractors
fill this out and submit to General Contractor to compile into a single form.) Double click on table to edit. Month/Year: General Contractor, Subcontractor, SubSubcontractor, or
Vendor Trade Dollar Value of SubContract or Purchase Order MBE, WBE, or N/A % of Total Contract TOTALS 0 0 EXHIBIT "D" - FORM II 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 ELIMINATION: Include meetings held for negotiation, etc. (Use additional
sheet if necessary) OFFICER OF FIRM: Name and Title: Date: Signature: EXHIBIT "D" - FORM III EXHIBIT "E" LABOR RATE BREAKDOWN PROJECT TITLE: CONTRACT
NO. CONTRACTOR: TRADE: EFFECTIVE DATE: EXPIRATION DATE: Base Hourly Rate: $ Payroll Taxes and Insurance % per Hour F.I.C.A. Federal Unemployment (Base on 1500 hours of work) State Unemployment
(Base on 1500 hours of work) * Worker's Compensation * Bodity Injury & Property Damage Disability TOTAL % Payroll Taxes and Insurance Rates: Base Rate (x) Total % = $ * Supplemental
Benefits $ per Hour Vacation Health & Welfare Pension Annuity Education / Training Industry Total Hourly Fringe Benefits $ Hourly Labor Rate: Base Rate, Taxes/Insurance and Fringe
Benefits $ Adjustment for a composite rate which includes apprentices: $ CONTRACTOR'S CERTIFICATION Signature of Authorized Representative: Print Name: Print Title: I certify that the
labor rates, insurance enumerations, labor fringe enumerations and expenses are correct and in accordance with actual and true cost incurred. Rates are net Contractor cost after premium
discounts and experience modifications have been applied against manual rate. THIS PAGE INTENTIONALLY LEFT BLANK EXHIBIT "F” STORED MATERIALS INVOICING DOCUMENTATION
PROJECT TITLE: CONTRACT NO. CONTRACTOR: SUBCONTRACTOR: REASON FOR REQUEST: APPLICATION FOR PAYMENT NO. __________ DATE: 1 Material Identification Description: Quantity: Provide Specific
Location of Materials Stored: 2 Material Value Attach an Invoice or Quantified Statement of Value. $ 3 Certificate of Insurance Attach a Certificate of Insurance for the above specified
materials. Certificate shall name "Cornell University" as a loss payee with respect to the specified materials. 4 Transfer of Title The Contractor hereby agrees to transfer complete
ownership of all listed materials to Cornell University at the time payment is made to Contractor for the above referenced Application for Payment. The Contractor remains responsible
for all contractual requirements for the above listed materials including complete installation and providing of all warranties. Signed: Date: THIS PAGE INTENTIONALLY
LEFT BLANK EXHIBIT "G" Contractor Performance Evaluation Project Information Project Name:____________________________________________ Date Of Evaluation___________________ Project
Number___________________________ Evaluators; Project Team_____________________________ Campus_________________________________ Project Start Date_________________________ Substantial
Completion________________ Contractor______________________________________________ Prequalification Status_________________ Original Contract Amount__________________________________
Total Change Order Amount_____________ Contractor Project Manager___________________________________________ Initial Evaluation_____ Contractor Superintendent________________________________________
____ Final Evaluation_____ Type Of Contract Prime Contractor___ Subcontractor___ Construction Manager___ Project Comments/Description Performance Evaluation Please give one rating
for each category. Add comments as required to justify your rating. Fails to Achieve Needs Fully AchieveFreq ExceedsCons Exceed Expectation Improvement Expectation Expectation Expectation
1 2 3 4 5 1 Quality of Workmanship Rate this contractor's performance in regards to quality of work a. Compliance with project drawings and specifications b. Workmanship quality and
accuracy c. Tools- quality and sufficient quantity d. Equipment - sufficient quantity and operating condition e. Quality of jobsite craft personnel Comments: 2 Scheduling/Productivity
Rate this contractor's performance with regard to producing and meeting contract schedules and milestones a. Project schedule quality and completeness b. Controlling of project schedule
c. Manpower allocation for maintaining schedule d. Material deliveries to support project schedule e. Ability to meet substantial completion date and project milestones f. Productivity
of work force g. Ability to deal with added work and unforeseen issues. Comments: 3 Subcontractor Management Rate this contractor's ability, effort and success in managing and coordinating
subcontractors(if no subcontractors rate overall management performance) Comments: 3A Major subcontractor performance(score not added in final Contractor Evaluation For contractor information
only a. Plumbing Contractor overall Performance Comments: b. HVAC Contractor overall Performance Comments: c. Electrical Contractor overall Performance Comments: Fails to Achieve
Needs Fully AchieveFreq ExceedsCons Exceed Expectation Improvement Expectation Expectation Expectation 1 2 3 4 5 4 MBE/WBE Participation Rate this contractor's MBE/WBE solicitation
effort and participation for this project for, Project Team, Subcontractors, Material Vendors Comments: 5 Safety Rate this contractor's performance in regards to project safety a. Timely
submission of site specific safety program b. Knowledge of OSHA standards c. Implementation of safety rules and regulations d. Promotion and creation of safety awareness e. Daily overall
housekeeping f. Safety record g. Response to safety concerns h. Awareness of public safety Comments: 6 Contract Administration Rate this contractor's performance in regards to contract
administration as per criteria below a. Timely submission of complet and correct documentation required for insurance and bond b. Change order processing c. Timely submission of RFI's,
Shop Drawings, and change orders d. Subcontractor payments made promptly e. Timely submission of complete and correct payment applications f. Quality of paperwork Comments: 7 Working
Relationships Rate this contractor's working relationships with other parties (Cornell, Design Team, subcontractors,ect.) Comments: Fails to Achieve Needs Fully AchieveFreq ExceedsCons
Exceed Expectation Improvement Expectation Expectation Expectation 1 2 3 4 5 8 Supervisory Personnel Rating Rate the overall performance of this contractor's on site supervisory personnel
and project management staff Comments: 9 Contract Close-Out Rate this contractor's overall ability to efficiently close out the project a. Timely completion of all punchlist items b.
Timely resolution of all outstanding change orders c. Timely submission of all close out documents(O&M's, As-Builts, warranties, final releases and consent of surety) d. Quality of
close out documentation and timely completion of any outstanding audit questions Comments: Summary Sheet Project:___________________________________________ Contractor:______________________________
__________ Rating Per Weight Performance Categories Category % Scoring 1 Quality of Workmanship 0 15.00% 0 2 Scheduling 0 10.00% 0 3 Subcontractor Management 0 10.00% 0 4 MBE/WBE Participation
0 10.00% 0 5 Safety 0 10.00% 0 6 Contract Administration 0 10.00% 0 7 Working Relationships 0 10.00% 0 8 On Site Supervisory Personnel Rating 0 18.00% 0 9 Contract Close Out 0 7.00%
0 Over All Rating 0 Rating Reference Fails to achieve expectation 1 Needs improvement 2 Fully achieves expectation 3 Frequently exceeds expectation 4 Consistently exceeds expectatio
5 OWNER COMMENTS: OWNER COMMENTS on 3A Ratings: CONTRACTOR COMMENTS: (To be completed by Contractor prior to Owner/Contractor discussion meeting) THIS PAGE INTENTIONALLY
LEFT BLANK SUPPLEMENTAL CONDITIONS TO THE CONTRACT PATHOGENS CONTAGIONS COVID-19 SUPPLEMENTAL CONDITIONS PROTOCOLS AND SAFETY REQUISITES TO CONSTRUCTION ACTIVITY APPLICABLE TO PATHOGENS,
CONTAGIONS AND/OR COVID-19 VIRUS In response to the public health emergency for the COVID-19, requirements, recommendations and guidelines from civil authorities including, but not
limited to, New York State Executive Orders, CDC, OSHA and New York State Department of Health (herein after referred to as “COVID-19 Authorities and Guidelines”) surrounding health
and safety measures designed to eliminate or reduce the transmission of the COVID-19 virus, these Supplemental Conditions are provided for guidance for construction related work. Contractors
and businesses are further required to comple with applicable “COVID-19 Authorities and Guidelines” mandatory directives and health and safety practices issued. 1.0 These Supplemental
Conditions apply to the current COVID-19 pandemic, but may also apply to any existing or future pathogen or contagion impacting construction activity and necessitating protective health
and safety measures for worker safety, the general public, and any personnel connected to the advancement of Work on this, or any applicable project. 1.1 The purpose of this document
is to set forth recommended elements and practices to safeguard the public and all persons connected to each project for Cornell University. 1.2 The direction from “COVID-19 Authorities
and Guidelines” are applicable to businesses, entities, and services, and they must comply with the most recent direction. Contractor obligations include modification of all their
existing protocols and practices as necessary to adhere to the most current modifications to “COVID-19 Authorities and Guidelines”. 2.0 Contractor’s responsibilities under the Contract
with Owner as provided in the General Conditions and General Requirements are unchanged. Nothing contained herein shall alter or modify the Contractor’s exclusive control over the
job site, subcontractors, project labor, Health & Safety Plans, Protocols, Measures, or the Contractor’s exclusive control over the methods and means associated with any and all of
the foregoing elements. 2.1 Cornell University possesses neither control nor any right of control over the job site, project labor, health & safety practices or programs, or methods
and means of advancing the Contracted Work. 2.2 These Supplemental Conditions are provided to the Contractor for the attainment of Contractor’s fully compliant health and safety
measures and practices communicated by applicable civil authorities as requirements, recommendations, and/or guidance necessary to engage in qualifying construction activities. 2.3
Contractor’s responsibilities under the Contract with Owner as provided in the General Conditions and General Requirements shall remain and include, but not limited to: 2.3.1 Contractors
and their subcontractors and suppliers are required at all times to guard the safety and health of all persons on and in the vicinity of the work site 2 2.3.2 Contractors and their
subcontractors and suppliers are required to comply with all applicable rules, regulations, codes, and bulletins of the New York State Department of Labor and the standards imposed
under the Federal Occupational Safety and Health Act of 1970, as amended (“OSHA”) and New York State Executive Orders 2.3.3 Contractors and their subcontractors and suppliers are
also required to comply with all applicable job site safety requirements 2.3.4 Contractors and their subcontractors and suppliers must comply with all County, City or State of New
York safety requirements for projects within the City or State of New York constructed in accordance with the applicable Building Code, and contractors are required to provide written
Safety Plans for the site demonstrating how all applicable safety requirements are to be implemented for all elements of the Work for the duration of the contract. 3.0 Contractors,
their subcontractors and suppliers, and workers are required to adhere to “COVID-19 Authorities and Guidelines” to prevent or limit the possible exposure or spread of COVID-19, pathogens,
or contagions (as applicable). 3.1 To that end, Contractor shall develop a written Health & Safety Plan related to the protective measures and protocols Contractor shall employ on
the Project in response to “COVID-19 Authorities and Guidelines” necessary to manage and mitigate the exposure or transmission of COVID-19, pathogens, or contagions (as applicable).
3.2 This Plan shall be submitted to the Owner prior to start of Construction Activity on the Campus. Owner’s receipt of the subject Plan is to document that measures and practices
are in place, not for substantive review or approval. 3.3 Health and safety practices constitute a continuing compliance obligation, Contractors and their subcontractors and suppliers
must remain current with, and immediately implement updated health and safety protocols and practices as they are published. The Campus may request updated elements of the Contractor’s
written safety plan to address evolving best practices for measures and/or practices of the “COVID-19 Authorities and Guidelines”. 3.4 The Contractor must notify Cornell immediately
upon discovery of any employees of their firm, or subcontractors, or suppliers that are, or have been working on the Cornell Campus that have been confirmed to have COVID-19 contagion.
4.0 Guidance & General Recommendations for Inclusion in the Plan: 4.1 Information for local health departments can be found at www.health.ny.gov 4.2 OSHA Guidance on Preparing Workplaces
for COVID-19 can be found at www.osha.gov/Publications/OSHA3990.pdf 4.3 Comply with all OSHA requirements in accordance with the Hazard Communication (Global Harmonization) Standard
at https://coronavirus.health.ny.gov/home 4.4 Centers for Disease Control -- https://www.cdc.gov/coronavirus/2019-ncov/index.html 3 5.0 Project Closure: 5.1 Where work is suspended
on a project, contractors are directed to follow any additional project shut-down protocols as provided by the Owner. Including, but not limited to, photographs, securing the work
site and project status narrative. 6.0 Contractor expressly agrees to fully comply and remain exclusively responsible for the implementation of applicable Contractor Health and Safety
Protocols and Measures as set forth in applicable and then current Guidance for Construction Activities. Express Contractor agreement to the foregoing and Contractor submission of the
Plan are conditions precedent to engage in any onsite construction activity. DECEMBER 11, 2020 GENERAL REQUIREMENTS FOR LOW RISE 9 CERTIFICATE OF OCCUPANCY ENABLING
& HEATER REPLACEMENTS CORNELL UNIVERSITY ITHACA, NEW YORK DECEMBER 11, 2020 SECTION 01 11 00 SUMMARY OF WORK .....................................................................1
1.0 GENERAL ....................................................................................................................1 1.1 DESCRIPTION.....................................................
.............................................1 1.2 WORK UNDER OTHER CONTRACTS .........................................................2 1.3 CONTRACT MILESTONES ......................................
......................................2 1.4 SCHEDULE OF OWNER FURNISHED ITEMS ............................................2 2.0 PRODUCTS – NOT USED ...................................................
......................................3 3.0 EXECUTION – NOT USED .......................................................................................3 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 UNIVERSITY CLOSURES ..............................................................................2 1.4 WATER USE RESTRICTION ....................................................................
......2 1.5 PARKING ..........................................................................................................2 1.6 CHANGEOVERS AND CONTINUITY OF SERVICES ............................
....3 1.7 OBSTACLES, INTERFERENCE AND COORDINATION ............................4 1.8 EQUIPMENT ARRANGEMENTS...................................................................4 1.9 EXISTING
EQUIPMENT, MATERIALS, FIXTURES, ETC. ........................5 1.10 EXAMINATION OF PREMISES, DRAWINGS, ETC. ...................................5 1.11 STAND DOWN DATES ...............................
....................................................7 1.12 WORKING HOURS ..........................................................................................8 2.0 PRODUCTS – NOT
USED .........................................................................................8 3.0 EXECUTION – NOT USED .............................................................................
..........8 SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS .............................1 1.0 GENERAL .............................................................................................
.......................1 1.1 DESCRIPTION..................................................................................................1 1.2 DEFINITIONS ...........................................
........................................................1 1.3 ACTION SUBMITTALS ..................................................................................2 1.4 PRODUCTS LIST
.............................................................................................2 1.5 QUALITY ASSURANCE .................................................................................
2 1.6 PROCEDURES..................................................................................................3 1.7 EQUIVALENTS – APPROVED EQUAL ..................................................
......3 1.8 CONTRACTOR'S OPTIONS ............................................................................4 1.9 SUBSTITUTIONS ......................................................................
.......................6 1.10 COMPARABLE PRODUCTS ..........................................................................7 1.11 CONTRACTOR'S REPRESENTATION ........................................
..................8 1.12 ARCHITECT'S DUTIES ...................................................................................8 2.0 PRODUCTS – NOT USED ..............................................
...........................................8 3.0 EXECUTION – NOT USED .......................................................................................8 DECEMBER 11, 2020 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 01 31 50 ELECTRONIC PROJECT MANAGEMENT .................................1
1.0 GENERAL ....................................................................................................................1 1.1 SUMMARY ........................................................
...............................................1 1.2 RELATED SECTIONS .....................................................................................1 1.3 DEFINITIONS ..........................
.........................................................................1 1.4 PROCEDURES..................................................................................................1
1.5 PROCESS OVERVIEW ....................................................................................2 1.6 ADDITIONAL INFORMATION ................................................................
......4 2.0 PRODUCTS – NOT USED .........................................................................................4 3.0 EXECUTION – NOT USED ...................................................
....................................4 SECTION 01 32 16 CONSTRUCTION SCHEDULE .......................................................1 1.0 GENERAL .....................................................
...............................................................1 1.1 SUMMARY .......................................................................................................1
1.2 FORM OF SCHEDULES ..................................................................................1 1.3 CONTENT OF SCHEDULES ...................................................................
........1 1.4 PROGRESS REVISIONS .................................................................................2 1.5 SUBMISSIONS ...................................................................
..............................3 2.0 PRODUCTS - NOT USED ..........................................................................................3 3.0 EXECUTION .....................................
..........................................................................3 3.1 DISTRIBUTION................................................................................................3
DECEMBER 11, 2020 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 ...........................................................................................3
1.4 PRODUCT DATA .............................................................................................3 1.5 SAMPLES...........................................................................
...............................4 1.6 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS.......5 1.7 COORDINATION DRAWINGS ......................................................................6
1.8 CONTRACTOR RESPONSIBILITIES ............................................................8 1.9 SUBMITTAL PROCEDURES ........................................................................10
1.10 RECORD SUBMITTALS ...............................................................................11 1.11 RESUBMISSION REQUIREMENTS ............................................................11
1.12 ARCHITECT'S DUTIES .................................................................................12 1.13 DISTRIBUTION.........................................................................
.....................13 2.0 PRODUCTS – NOT USED .......................................................................................13 3.0 EXECUTION – NOT USED ....................................
.................................................13 SECTION 01 35 29 GENERAL HEALTH & SAFETY ....................................................1 1.0 GENERAL ........................................
............................................................................1 1.1 DESCRIPTION..................................................................................................1
1.2 CONTRACTOR’S PROJECT SITE SPECIFIC PLAN ....................................1 1.3 ASBESTOS........................................................................................................
2 1.4 LEAD .................................................................................................................3 1.5 SITE VISITS .........................................................
.............................................3 1.6 CONFINED SPACE ..........................................................................................3 2.0 PRODUCTS – NOT USED
.........................................................................................3 3.0 EXECUTION – NOT USED ..................................................................................
.....3 DECEMBER 11, 2020 SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS ....................1 1.0 GENERAL ...................................................................................
.................................1 1.1 DESCRIPTION..................................................................................................1 1.2 RELATED SECTIONS ............................
.........................................................1 1.3 SUBMITTALS ..................................................................................................1 1.4 JOB
SITE ADMINISTRATION .......................................................................1 1.5 NOISE AND VIBRATION ...............................................................................2
1.6 DUST CONTROL .............................................................................................2 1.7 PROTECTION OF THE ENVIRONMENT ....................................................
.2 1.8 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK ....................3 1.9 HAZARDOUS OR TOXIC MATERIALS .......................................................4 1.10 DISPOSAL OF WASTE
MATERIAL AND TITLE ........................................4 2.0 PRODUCTS – NOT USED .........................................................................................4 3.0 EXECUTION
– NOT USED .......................................................................................4 SECTION 01 35 44 SPILL CONTROL ...................................................................
...........1 1.0 GENERAL ....................................................................................................................1 1.1 SPILL PREVENTION ...................................
....................................................1 1.2 SPILL CONTROL PROCEDURES ..................................................................1 1.3 SPILL REPORTING AND DOCUMENTATION
............................................4 2.0 PRODUCTS – NOT USED .........................................................................................5 3.0 EXECUTION – NOT
USED .......................................................................................5 SECTION 01 35 45 REFRIGERANT COMPLIANCE.....................................................1
1.0 GENERAL ....................................................................................................................1 1.1 DESCRIPTION.....................................................
.............................................1 1.2 SUBMITTALS ..................................................................................................1 1.3 RECORD DOCUMENTS
.................................................................................1 2.0 PRODUCTS – NOT USED .........................................................................................2
3.0 EXECUTION ...............................................................................................................2 3.1 LEAK TESTING ......................................................
.........................................2 3.2 DEMOLITION PROCEDURE FOR EQUIPMENT REMOVED BY CONTRACTOR ...............................................................................................
.3 DECEMBER 11, 2020 SECTION 01 41 00 REGULATORY REQUIREMENTS ................................................1 1.0 GENERAL ......................................................................
..............................................1 1.1 PERMITS AND LICENSES .............................................................................1 1.2 INSPECTIONS ...............................
...................................................................1 1.3 COMPLIANCE..................................................................................................1
1.4 OWNER’S REQUIREMENTS .........................................................................2 2.0 PRODUCTS – NOT USED ..........................................................................
...............2 3.0 EXECUTION – NOT USED .......................................................................................2 SECTION 01 42 00 REFERENCES ........................................
............................................1 1.0 GENERAL ....................................................................................................................1 1.1 INTENT
OF CONTRACT DOCUMENTS.......................................................1 1.2 RELATED DOCUMENTS ...............................................................................2
1.3 DEFINITIONS ...................................................................................................2 1.4 OWNER AGREEMENTS ............................................................
.....................4 1.5 INDUSTRY STANDARDS ..............................................................................4 1.6 ABBREVIATIONS AND ACRONYMS ..........................................
................5 2.0 PRODUCTS - NOT USED ........................................................................................18 3.0 EXECUTION - NOT USED .........................................
.............................................18 SECTION 01 45 00 QUALITY CONTROL .......................................................................1 1.0 GENERAL .................................
...................................................................................1 1.1 DESCRIPTION..................................................................................................1
1.2 CONTROL OF ON-SITE CONSTRUCTION ..................................................1 1.3 CONTROL OF OFF-SITE OPERATIONS.......................................................2 1.4
TESTING ...........................................................................................................3 1.5 OWNER'S REPRESENTATIVE ......................................................
................3 2.0 PRODUCTS – NOT USED .........................................................................................3 3.0 EXECUTION – NOT USED .........................................
..............................................3 SECTION 01 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
.........................................................................................3 3.0 EXECUTION – NOT USED ..................................................................................
.....3 DECEMBER 11, 2020 SECTION 01 45 33 CODE REQUIRED SPECIAL INSPECTIONS AND PROCEDURES .......................................................................................................
.....1 1.0 GENERAL ....................................................................................................................1 1.1 REQUIREMENTS .............................................
................................................1 1.2 DEFINITIONS ...................................................................................................1 1.3 QUALIFICATIONS
..........................................................................................2 1.4 SUBMITTALS ...........................................................................................
.......2 1.5 PAYMENT ........................................................................................................2 1.6 OWNER RESPONSIBILITIES .............................................
............................2 1.7 CONTRACTOR RESPONSIBILITIES ............................................................2 1.8 LIMITS ON AUTHORITY ...................................................
............................3 2.0 INSPECTIONS AND TESTING ................................................................................3 3.0 DOCUMENTATION .........................................
..........................................................4 3.1 RECORDS AND REPORTS .............................................................................4 3.2 COMMUNICATION ..................
.......................................................................5 3.3 DISTRIBUTION OF REPORTS .......................................................................5 3.4 FINAL
REPORT OF SPECIAL INSPECTIONS..............................................5 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS ...........................1 1.0 GENERAL .............................
.......................................................................................1 1.1 DESCRIPTION...............................................................................................
...1 1.2 REQUIREMENTS OF REGULATORY AGENCIES ......................................1 2.0 PRODUCTS......................................................................................................
............1 2.1 MATERIALS, GENERAL ................................................................................1 2.2 TEMPORARY FIRST AID FACILITIES..............................................
...........1 2.3 TEMPORARY FIRE PROTECTION ...............................................................2 2.4 CONSTRUCTION AIDS .....................................................................
.............4 2.5 SUPPORTS ........................................................................................................4 2.6 TEMPORARY ENCLOSURES ........................................
................................4 2.7 TEMPORARY WATER CONTROL ................................................................5 2.8 PERSONNEL, PUBLIC AND EMPLOYEE PROTECTION .........................
.5 2.9 PROJECT IDENTIFICATION AND SIGNS ...................................................5 2.10 SECURITY ............................................................................................
............6 2.11 FIELD OFFICES ...............................................................................................6 3.0 EXECUTION .......................................................
........................................................6 3.1 PREPARATION ................................................................................................6 3.2 GENERAL
.........................................................................................................6 3.3 REMOVAL ...............................................................................
.........................7 DECEMBER 11, 2020 SECTION 01 51 00 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 USE OF ELEVATOR ..............................................................2 2.4 TEMPORARY HEAT AND VENTILATION ..................................................3
2.5 TEMPORARY CONTRACTOR TELEPHONE SERVICE .............................4 2.6 TEMPORARY SANITARY FACILITIES .......................................................4 3.0 EXECUTION ...................
............................................................................................4 3.1 REMOVAL .............................................................................................
...........4 SECTION 01 51 23 HEAT DURING CONSTRUCTION .................................................1 1.0 GENERAL .................................................................................
...................................1 1.1 DESCRIPTION..................................................................................................1 1.2 RESPONSIBILITY.............................
...............................................................1 2.0 PRODUCTS – NOT USED .........................................................................................1 3.0
EXECUTION – NOT USED .......................................................................................1 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 DECEMBER 11, 2020 SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING ...................................1 1.0 GENERAL ..............................................................
......................................................1 1.1 DESCRIPTION..................................................................................................1 1.2 SUBMITTALS
..................................................................................................2 1.3 QUALITY ASSURANCE ............................................................................
.....2 1.4 WARRANTIES .................................................................................................4 2.0 PRODUCTS..................................................................
................................................4 2.1 MATERIALS .....................................................................................................4 3.0 EXECUTION ..................
.............................................................................................4 3.1 INSPECTION .........................................................................................
...........4 3.2 PREPARATION ................................................................................................5 3.3 PERFORMANCE ........................................................
......................................5 3.4 CLEANING .......................................................................................................7 SECTION 01 77 00 PROJECT
CLOSEOUT .....................................................................1 1.0 GENERAL ..........................................................................................................
..........1 1.1 INSPECTIONS ..................................................................................................1 1.2 SUBMITTALS ........................................................
..........................................2 1.3 FINAL CLEAN UP ...........................................................................................3 1.4 MAINTENANCE STOCK .....................
...........................................................4 2.0 PRODUCTS – NOT USED .........................................................................................4 3.0 EXECUTION
– NOT USED .......................................................................................4 SECTION 01 78 22 FIXED EQUIPMENT INVENTORY ...............................................1
1.0 GENERAL ....................................................................................................................1 1.1 FIXED EQUIPMENT INVENTORY ......................................
.........................1 2.0 PRODUCTS – NOT USED .........................................................................................2 3.0 EXECUTION – NOT USED ................................
.......................................................2 DECEMBER 11, 2020 SECTION 01 78 23 OPERATING AND MAINTENANCE DATA .................................1 1.0 GENERAL ........................
............................................................................................1 1.1 DESCRIPTION..........................................................................................
........1 1.2 FORM OF SUBMITTALS ................................................................................1 1.3 CONTENT OF MANUAL ..............................................................
..................2 1.4 MANUAL FOR MATERIALS AND FINISHES .............................................3 1.5 MANUAL FOR EQUIPMENT AND SYSTEMS ............................................4
1.6 SUBMITTAL REQUIREMENTS .....................................................................6 1.7 INSTRUCTIONS OF OWNER'S PERSONNEL ..............................................6
1.8 OPERATING INSTRUCTIONS .......................................................................7 2.0 PRODUCTS – NOT USED ..........................................................................
...............7 3.0 EXECUTION – NOT USED .......................................................................................7 SECTION 01 78 36 WARRANTIES AND BONDS ..............................
.............................1 1.0 GENERAL ....................................................................................................................1 1.1 DESCRIPTION.......................
...........................................................................1 1.2 SUMMARY .......................................................................................................1
1.3 DEFINITIONS ...................................................................................................1 1.4 QUALITY ASSURANCE ...........................................................
......................2 1.5 WARRANTY REQUIREMENTS.....................................................................2 1.6 SUBMITTAL REQUIREMENTS ....................................................
.................3 1.7 SUBMITTALS REQUIRED .............................................................................4 2.0 PRODUCTS – NOT USED .....................................................
....................................4 3.0 EXECUTION ...............................................................................................................4 3.1 FORM OF SUBMITTALS
................................................................................4 3.2 TIME OF SUBMITTALS .................................................................................5
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 .........................
............................................................................4 2.0 PRODUCTS – NOT USED .........................................................................................4
3.0 EXECUTION – NOT USED .......................................................................................4 CORNELL UNIVERSITY SECTION 01 11 00 Ithaca, New York SUMMARY OF THE
WORK LOW RISE 9 CERTIFICATE SUMMARY OF WORK 01 11 00-1 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 11 00 SUMMARY OF WORK 1.0 GENERAL 1.1 DESCRIPTION
A. Work to be Done 1. The purpose of this project is to begin making alterations to the existing building elements that are non-code compliant. 2. Alterations in this project include
the following: a. Change not compliant doors to fire rated doors per code. b. Provide rated separation from corridor to lounge. c. Addition of fire rated door and wall to eliminate
dead-end corridors d. Provide ADA cane detection at bottom of stairwells e. Replace heating units with new supplied by owner. Asbestos abatement of unit is required. f. All existing
unprotected steel framing in shaft way to be covered with metal furring as required and 5/8" type "x" gypsum wall board. 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. CORNELL UNIVERSITY SECTION 01 11 00 Ithaca, New York SUMMARY
OF THE WORK LOW RISE 9 CERTIFICATE SUMMARY OF WORK 01 11 00-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. B. Concurrent / Future Work: 1. Carpet replacement and/or painting within suites
C. New York State Electric & Gas (NYSEG): 1. Contractor shall be responsible for the project management of NYSEG work including coordinating any scheduling associated with the Project.
2. The Owner shall be responsible for the cost associated with the work to be performed by NYSEG. No NYSEG costs shall be carried in the Contractor’s bid. 1.3 CONTRACT MILESTONES
A. Long Lead Submittals Approval: May 12, 2021 B. Anticipated abatement Posting: May 28, 2021 1.4 SCHEDULE OF OWNER FURNISHED ITEMS A. Owner will supply contractor with the new ceiling
mounted electric fan coil unit (FCU-1) for installation by Contractor. B. The Contractor shall receive, unload, store and install Owner furnished equipment as shown on the plans and
called for in the Specifications. CORNELL UNIVERSITY SECTION 01 11 00 Ithaca, New York SUMMARY OF THE WORK LOW RISE 9 CERTIFICATE SUMMARY OF WORK 01 11 00-3 OF OCCUPANCY ENABLING
DECEMBER 11, 2020 & HEATER REPLACEMENTS C. Storage 1. Upon written acknowledgment by Contractor of receipt in proper condition, the Contractor shall maintain responsibility for proper
storage and protection of the equipment. Provide insurance for the Owner-furnished products up to the time of Final Acceptance by the Owner. D. Receiving and Unloading 1. The Contractor
shall be responsible for logging in, checking and verifying receipt of items and shall be responsible for confirming that the quantities and condition of the materials are appropriate
for installation and the completion of the Work of the project. 2. The Contractor shall note any damage and/or short count on the Bill of Loading for any Owner Furnished Equipment received
at the storage facility, such listing of damages or short count being required to establish the Owner's potential claim against the carrier. The Contractor shall also notify the Owner
directly on any such damage and/or short count. 3. Unload Owner Furnished Equipment at the job site using necessary care and equipment as required to handle the equipment in a safe
manner. 4. Use adequate numbers of skilled workers necessary to handle, receive and install Owner Furnished Equipment. 5. Install Owner Furnished Equipment as called for in the Drawings
or in these Specifications. E. Installation 1. Install products in conformance with manufacturer’s installation instructions. 2. Provide interconnecting structures, equipment, piping,
electrical and instrumentation work, finish painting, and appurtenances to achieve a complete and functional system. F. Use of Materials 1. The Contractor shall be responsible for the
use of Owner provide materials in an efficient manner in accordance with industry standards and best practices to reduce waste materials. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT
USED ***END OF SECTION 01 11 00*** CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS LOW RISE 9 CERTIFICATE WORK RESTRICTIONS 01 14 00-1 OF OCCUPANCY ENABLING
DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 14 00 WORK RESTRICTIONS 1.0 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General
Conditions and Division 1 Specification Sections, apply to this Section. 1.2 CONTRACTOR USE OF PREMISES A. All traffic and pedestrian control measures shall be compliant with the National
Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) and 17 NYCRR Chapter V (New York Supplement), (https://www.dot.ny.gov/mutcd) and all other local laws and
regulations. B. The Contractor shall carry on the Work in the manner which will cause the least interruption to pedestrian and vehicular traffic and permit access of emergency vehicles
at all times. C. The Work shall be scheduled and performed in such a manner that at least one lane of traffic will be maintained on all public streets. Two flag persons, equipped with
radio communication devices, must be provided for any activity blocking a traffic lane. One lane of traffic must be maintained at all times. Where traffic must cross open trenches,
the Contractor shall provide suitable bridges and railings; including pedestrian bridges. D. The Contractor shall maintain 20’ minimum fire lane access to all facilities in the area.
E. The Contractor shall post and maintain flag persons and suitable signs indicating that construction operations are under way and other warning signs as may be required. F. The Contractor
shall safeguard the use by the public and Owner of all adjacent highways, roadways and footpaths, outside the Contract Limit Lines (work area), and shall conform to all laws and regulations
concerning the use thereof, especially limitations on traffic and the movement of heavy equipment. Access to the site for delivery of construction materials and/or equipment shall
be made only at the locations shown in the Contract Documents or approved by the Owner’s Representative. G. The Contractor shall make every effort to keep dirt and debris from making
its way to roadways. The Contractor shall immediately remove dirt and debris which may collect on permanent roadways due to the Work. H. The Contractor shall limit the extent of its
activities to that area of the site defined on the Contract Drawings as being within the Contract Limit Lines. CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS
LOW RISE 9 CERTIFICATE WORK RESTRICTIONS 01 14 00-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS I. For that portion of the Work required under this Contract which
must be performed in other than the defined areas both on-site and off, including operations involving delivery and removal of materials, the Contractor shall schedule and coordinate
its activities through the Owner's Representative, to meet the approval of the Owner and minimize disruption of the normal scheduled activities of the occupants of adjacent spaces.
J. It is the Owner’s expectation that the Contractor will take protective measures to minimize damage caused by construction activities including, but not limited to, the use of personnel
lifts, material handling equipment, on-site material storage, etc. All portions of the site, including the staging area and those areas affected by the work, shall be returned to their
original condition after completion of Work. Such repair work shall include lawn restoration and reseeding, if required, and shall be included in the Contractor's Guarantee of Work.
K. Routes to and from the location of the Work shall be as indicated in the Contract or as directed by the Owner's Representative. Temporary roadways shall be closed only with prior
approval of the Owner's Representative. 1.3 UNIVERSITY CLOSURES A. In the event of University closure, the Contractor should use their judgement, follow their internal guidance on continuity
of operations, and the direction of law enforcement, as to whether or not they will maintain operations on construction sites on campus. They should make this decision with the awareness
that Cornell response to any project needs (shutdowns, emergencies) will not possible and the maintenance of roads and walks will not be to normal operating standards. B. With your
safety as a top priority, the Cornell University Police allows you the ability to take advantage of our Emergency Mass Notification System that enables your cellphone to become a personal
safety device for you. Contractor’s wishing to participate may text the following: CornellAlert to 67283 and you will be set up to receive alert messages. Be advised that you may
stop receiving messages at any time by sending “stop” to CornellAlert. There will also be a system generated “stop” every year on August 1st at which point you will need to send the
text CornellAlert to re-enlist. 1.4 WATER USE RESTRICTION A. The Contractor shall adhere to any University issued Water Use Restrictions in place at the time of construction. 1.5 PARKING
A. The Owner may designate an area for parking of essential Contractor vehicles on the project site. B. The Contractor shall make all arrangements, and bear the cost, for transportation
of all trade persons from the designated parking area to the construction site as necessary. CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS LOW RISE 9 CERTIFICATE
WORK RESTRICTIONS 01 14 00-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS C. It should be noted that there is a fee for all parking on the Cornell University campus.
The Contractor is responsible for the payment for all parking costs imposed by the Owner. The Contractor should contact the Project Manager (Caterina McFadden) for additional information.
The Contractor will be required to complete a “New Construction Employee Form” for each permit requested. This form may be found at http://finance.fs.cornell.edu/contracts/forms/contractors.cfm.
D. Contractor shall cooperate with Transportation Services and/or other authorities having jurisdiction, as follows: 1. Ensure parking by all employees of the Contractor, subcontractors,
material suppliers, and others connected with this project only within construction fence or the designated parking area. 2. Prohibit employees from parking in any other areas, roads,
streets, grounds, etc. 3. Discharge any employee refusing to comply with these requirements. 4. Ensure proper transportation of personnel between the designated parking area and the
construction site. E. The Contractor shall remove from the parking area and staging area all temporary trailers, rubbish, unused materials, and other materials belonging to the Contractor
or used under the Contractor’s direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the work to their original condition,
and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor shall be liable therefore. 1.6 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. CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS LOW RISE 9 CERTIFICATE WORK RESTRICTIONS 01 14 00-4 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER
REPLACEMENTS 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. 1.7 OBSTACLES, INTERFERENCE AND COORDINATION A. General 1. Plans show general design arrangement. Install work substantially
as indicated and verify exact location and elevations; DO NOT SCALE PLANS. 2. Due to small scale of Drawings, it is not possible to indicate all offsets, fittings, changes in elevations,
interferences, etc. Make necessary changes in the Work, equipment locations, etc., after notification to the Owner's Representative and Architect. Obtain approval from same, as part
of Contract, to accommodate work to obstacles and interferences encountered. 3. Obtain written approval for all major changes before installing. If requested, submit drawings, detailing
all such deviations or changes. 4. Exposed to view 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. 1.8 EQUIPMENT ARRANGEMENTS A. Since all equipment of equal capacity is not necessarily
of same arrangement, size of construction, these Plans are prepared on basis of one manufacturer as "basis-of-design equipment", even though other manufacturers' names are mentioned.
CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS LOW RISE 9 CERTIFICATE WORK RESTRICTIONS 01 14 00-5 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS
B. If Contractor elects to use specified equipment other than "design equipment" which differs in arrangement, size, etc., the Contractor does so subject to following conditions: 1.
Submit detailed drawings indicating proposed installations of equipment and showing maintenance and service space required. 2. If revised arrangement meets approval, make all required
changes in the work of all trades, including but not limited to louvers, panels, structural supports, pads, etc. at no increase in Contract. Provide larger motors and any additional
control devices, valves, fittings and other miscellaneous equipment required for proper operation of revised layout, and assumes responsibility for proper location of roughing in and
connections by other trades. 3. If revised arrangement does not meet approval because of increase in pressure loss, possibility of increase in noise, lack of space or headroom, insufficient
clearance for removal of parts, or for any other reason, provide equipment which conforms to Contract Drawings and Specifications. 1.9 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. 1.10 EXAMINATION
OF PREMISES, DRAWINGS, ETC. A. Before Submitting Proposal 1. Examine all Drawings and Specifications relating to Work of all trades to determine scope and relation to other work. 2.
Examine all existing conditions affecting compliance with Plans and Specifications, by visiting site and/or building. 3. Ascertain access to site, available storage and delivery facilities.
B. Before Commencing Work on Any Phase or in any Area 1. Verify all governing dimensions at site and/or building. 2. Inspect all adjacent work. CORNELL UNIVERSITY SECTION 01 14 00 Ithaca,
New York WORK RESTRICTIONS LOW RISE 9 CERTIFICATE WORK RESTRICTIONS 01 14 00-6 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 3. All work is to be conducted in such
a manner as to cause a minimum degree of interference with the Campus’ operation and academic schedule. Prior to the commencement of each phase, submit Shutdown / Demo action plans
that clearly describe the steps required to safely shut down utilities, systems and infrastructure that are within the work area (or effecting the work area); and those outside the
work area and within approximately 25 feet of the work area limits, as approved by the Owner. The Shutdown / Demo action plan shall identify the shut off point(s) for each utility,
system and infrastructure as well as the secondary shut off point(s) to account if the primary points fail or are otherwise inaccessible. To identify shutoff points, trace each utility,
system and infrastructure in the presence of the campus representative from the work area to the shutoff points and place clear label on same indicating what the shutoff point is and
what it effects and whether it is the primary or secondary shut off. The Shutdown / Demo action plan shall describe the shutdown procedure, identify tools and material required for
shutdown, sequence of activities required for proper shutdown, the name of the person(s) or trade(s) deemed competent to perform each activity in the shutdown sequence and names and
telephone numbers of the campus staff required to provide access to shut off points, assist in the shut off or perform portions of the shutdown activities. Additionally, the plan will
address the Contractor’s plan for maintaining MEP to adjacent occupied areas, inclusive of planned tie-in points for any and all necessary, temporary infrastructure, alarming, monitoring
etc. Submit the Shutdown / Demo action plan for review and approval at least two weeks prior to field work in the work area. Field work shall not begin until the Shutdown / Demo action
plan is reviewed. Contractor is to assign and include a competent crew, knowledgeable of each unique system involved (i.e. Mechanic, Electrician, Sheet metal, Plumber, Controls, IT,
etc.). Field investigation is to include any and all necessary ladders, scaffold, temp lighting, cutting tools, photos, labels, PPE, etc. needed to properly locate, access and label
shut off points. The University is explicitly requesting heightened awareness and an earnest mitigation of impact. This requirement supplements all other contractual obligations, and
requires the dedication of no less than an aggregate 40 hours. 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. CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York
WORK RESTRICTIONS LOW RISE 9 CERTIFICATE WORK RESTRICTIONS 01 14 00-7 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 1.11 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 Saturday, May 29, 2021 Sunday, May 30, 2021 2. Restricted Work Dates (delivery & demolition restrictions but otherwise work as usual): Friday, May 28, 2021 Commencement
weekend- deliveries and work outside fence stop at noon 3. Student and Campus Life Residence Halls Open August 20, 2021 No deliveries, no hauling materials into or out of the project
site. All work to be contained to the fenced area of the project site. 4. Courses Study Time & Final Exams: See below. While future dates are unknown at this point, the Contractor
shall assume these general timeframes for the duration of the project. May 15th, 2021 - May 25th, 2021 * Contractor shall assume that the “Study Time and Final Exam” periods are
accurate for the University, but that the Owner has specific exam times falling within these periods. Contractor should assume 80 hours wherein a no noise restriction applies to be
used at the discretion of the Owner, but falling within the “Study Time and Final Exam” Periods noted above. Specifically, this means that absolutely no construction noise may be transmitted
by virtue of this project to the lecture halls, tutorial rooms, classrooms, library, etc. during the to-be-determined 80 hour period. The Owner will provide information relative to
the specific times and locations no less than two weeks in advance of scheduled exams at the Contractor’s request. The 80 hours are to be included with no right to claim for additional
cost or time or delays to construction schedule. CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS LOW RISE 9 CERTIFICATE WORK RESTRICTIONS 01 14 00-8 OF OCCUPANCY
ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 1.12 WORKING HOURS A. Normal work hours are 9:30AM-dusk Monday-Saturday except during above noted restrictions. This means that Contractor
shall not permit any noise generating activities that could disturb campus occupants or residents to take place outside of these hours. Should any conditions necessitate work to extend
beyond these hours – Contractor may submit a detailed request with reasonable advance notice to Cornell. Cornell (at its sole discretion) may issue a written relaxation of the above
but Contractor is advised never to assume that it will be granted. B. During Construction periods, no work shall take place prior to 9AM in a Residence Hall, Fraternity, Co-Op, Sorority,
or any type of Housing Unit. Residence Halls require 72 hours notification to the Student & Academic Services representative prior to entering a Residence Hall or Student Room. This
does not apply to Fraternity, Co-Op or Sorority House which require 24 hours notification to the Facilities Manager. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION
01 14 00*** CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS LOW RISE 9 CERTIFICATE SUBSTITUTIONS AND 01 25 00-1 OF OCCUPANCY ENABLING PRODUCT
OPTIONS DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS LOW RISE 9 CERTIFICATE SUBSTITUTIONS AND 01 25 00-2 OF OCCUPANCY ENABLING
PRODUCT OPTIONS DECEMBER 11, 2020 & HEATER REPLACEMENTS 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 Proposal Submission 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. CORNELL UNIVERSITY SECTION
01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS LOW RISE 9 CERTIFICATE SUBSTITUTIONS AND 01 25 00-3 OF OCCUPANCY ENABLING PRODUCT OPTIONS DECEMBER 11, 2020 & HEATER REPLACEMENTS
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. CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS LOW RISE 9 CERTIFICATE SUBSTITUTIONS AND 01 25 00-4 OF OCCUPANCY ENABLING
PRODUCT OPTIONS DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. 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. CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS
AND PRODUCT OPTIONS LOW RISE 9 CERTIFICATE SUBSTITUTIONS AND 01 25 00-5 OF OCCUPANCY ENABLING PRODUCT OPTIONS DECEMBER 11, 2020 & HEATER REPLACEMENTS b. Non-restricted List (Available
Products): Where Specifications include paragraphs or subparagraphs titled “Available Products” or that include the phrase “include, but are not limited to, the following”, and include
a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements in
"Comparable Products" Article for consideration of an unnamed product. 2. Manufacturers: a. Restricted List (Manufacturers): Where Specifications include paragraphs or subparagraphs
titled “Manufacturers” or that include the phrase “provide products by one of the following”, and include a list of manufacturers' names, provide a product by one of the manufacturers
listed that complies with requirements. Comparable products for Contractor's convenience will not be considered. - Substitutions may be considered, unless otherwise indicated. b. Non-restricted
List (Available Manufacturers): Where Specifications include paragraphs or subparagraphs titled “Available Manufacturers” or that include the phrase “include, but are not limited to,
the following”, and include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements.
Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. 3. Basis-of-Design Product: Where Specifications name a product,
or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers.
Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. a. Restricted List (List of Manufacturers): Where
Specifications include paragraphs or subparagraphs titled “Basis-of-Design Product”, and include a list of other manufacturers' names, provide the specified or indicated product or
a comparable product by one of the other named manufacturers that complies with requirements. - Comply with requirements in "Comparable Products" Article for consideration of an unnamed
product by one of the other named manufacturers. - Substitutions may be considered, unless otherwise indicated. b. Non-restricted List (No List of Manufacturers): Where Specifications
include paragraphs or subparagraphs titled “Basis-of-Design Product”, and do not include a list of other manufacturers’ names, provide the specified or indicated product or a comparable
product by another manufacturer that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. CORNELL
UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS LOW RISE 9 CERTIFICATE SUBSTITUTIONS AND 01 25 00-6 OF OCCUPANCY ENABLING PRODUCT OPTIONS DECEMBER 11,
2020 & HEATER REPLACEMENTS 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 Proposal Submission 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 Proposal
Submission Form as provided in the Instructions to Bidders. Base Bid must include the specified product or manufacturer. Substitutions will be at the sole discretion of the Owner.
1.9 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 21 days prior to time required for preparation
and review of related submittals. B. Substitutions for Convenience: Submit requests for substitution within thirty (30) days of contract award. C. Submit a separate request for each
substitution. Support each request with: 1. Completed "Request for Substitution" form in eBuilder. A request for substitution of a product, material, or process for that specified
in the Contract Documents must be formally submitted as such accompanied by evidence that the proposed substitution ﴾1﴿ is equal in quality and serviceability to the specified item;
﴾2﴿ will not entail changes in detail and construction of Other Work; ﴾3﴿ will be acceptable to the Architect and Owner's Design Consultant's in achieving design and artistic intent;
and ﴾4﴿ will not result in a cost and/or schedule disadvantage. 2. Complete data substantiating compliance of the proposed substitution with requirements stated in Contract Documents:
a. Product identification, including manufacturer's name and address. b. Manufacturer's literature; identify: - Product description. - Reference standards. - Performance and test data.
c. Samples, as applicable. 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. CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS LOW RISE 9 CERTIFICATE SUBSTITUTIONS AND 01
25 00-7 OF OCCUPANCY ENABLING PRODUCT OPTIONS DECEMBER 11, 2020 & HEATER REPLACEMENTS 4. Data relating to any changes in the construction schedule. 5. The effect of the substitution
on each separate contract of the Project. 6. List any changes required in other work or projects. 7. Designate any required license fees or royalties. 8. Designate availability of maintenance
services, and source of replacement materials. D. Substitutions shall not result in additions to the Contract Sum. E. Substitutions will not be considered as having been accepted when:
1. They are indicated or implied on shop drawings or product data submittals without a formal request from the Contractor. 2. They are requested by a subcontractor or supplier. 3. The
acceptance will require substantial revision of Contract Documents. F. Substitute products shall not be ordered or installed without written acceptance of the Owner. G. The Owner and
the Architect shall be the sole judges of the acceptability of a proposed substitution. 1.10 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. CORNELL UNIVERSITY
SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS LOW RISE 9 CERTIFICATE SUBSTITUTIONS AND 01 25 00-8 OF OCCUPANCY ENABLING PRODUCT OPTIONS DECEMBER 11, 2020 & HEATER
REPLACEMENTS 1.11 CONTRACTOR'S REPRESENTATION A. In making a formal request for a substitution the Contractor represents that: 1. By submitting Shop Drawings, Product Data, Samples
and similar submittals, the Contractor thereby represents that he has determined and verified all dimensions, quantities, field dimensions, relations to existing work, coordination
with work to be installed later, coordination with information on previous Shop Drawings, Product Data, or Samples and compliance with all the requirements of the Contract Documents.
The accuracy of all such information is the responsibility of the Contractor. 2. The Contractor has personally investigated the proposed product and has determined that it is equal
to or superior in all respects to that specified. 3. The Contractor will provide the same warranties or bonds for the substitution as for the product specified. 4. The Contractor will
coordinate the installation of an accepted substitution into the Work, and will make such changes as may be required for the Work to be complete in all respects. 5. The Contractor waives
all claims for additional costs related to the substitution which may subsequently become apparent. 1.12 ARCHITECT'S DUTIES A. Review Contractor's requests for substitutions with reasonable
promptness. B. Transmit evaluations and recommendations to the Owner, so that the Owner can notify the Contractor of the decision for acceptance or rejection of the request for substitution.
2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 25 00*** CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS LOW RISE 9 CERTIFICATE PROJECT
MEETINGS 01 31 19-1 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 31 19 PROJECT MEETINGS 1.0 GENERAL 1.1 DESCRIPTION A. The Owner will schedule and administer
pre-construction meeting, periodic progress meetings, and specially called meetings throughout the progress of the work. 1. Prepare agenda for meetings. 2. Distribute written notice
of each meeting four days in advance of meeting date. 3. Make physical arrangements for meetings. 4. Preside at meetings. 5. Record the minutes; include all significant proceedings
and decisions. 6. Duplicate and distribute copies of minutes after each meeting. a. To all participants in the meeting. b. To all parties affected by decisions made at the meeting.
c. To the Architect. B. Representatives of Contractor, subcontractors and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents.
1.2 PRE-CONSTRUCTION MEETING A. Schedule at least fifteen (15) days after date of Notice to Proceed. B. Location: A central site, convenient for all parties. C. Attendance: 1. Owner's
Representative(s) 2. Contractor(s) 3. Architect and its professional consultants 4. Major Subcontractors 5. Major suppliers 6. Safety Representatives for the Owner and Contractor CORNELL
UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS LOW RISE 9 CERTIFICATE PROJECT MEETINGS 01 31 19-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS D. Minimum
Agendum: 1. Distribution and discussion of: a. List of major subcontractors and suppliers b. Projected Construction Schedules 2. Critical work sequencing a. Identification of major
shut downs and approximate schedule 3. Major equipment deliveries and priorities 4. Project Coordination a. Designation of responsible personnel 5. Procedures and processing of: a.
Field decisions b. Proposal requests c. Submittals d. Change Orders e. Applications for Payment f. Requests for Information g. Daily Reports 6. Adequacy of distribution of Contract
Documents 7. Procedures for maintaining Record Documents 8. Use of premises: a. Office, work and storage areas b. Owner's requirements c. Job site personnel conduct d. Building access
and security 9. Temporary facilities, controls and construction aids 10. Temporary utilities CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS LOW RISE 9 CERTIFICATE
PROJECT MEETINGS 01 31 19-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 11. Safety and first-aid procedures a. Contractor’s Project Site Specific Plan 12. Security
procedures 13. Housekeeping procedures 14. Affirmative Action Plan and Reporting requirements 1.3 PROGRESS MEETINGS A. Schedule regular periodic meetings on the site, not less than
once every two weeks throughout the Construction period. B. Attendance: 1. Architect 2. Architect's professional consultants when, in the opinion of the Owner, needed 3. General Contractor,
including Site Superintendent 4. Owner's Representatives 5. Subcontractors as appropriate to the agenda 6. Suppliers as appropriate to the agenda 7. Safety Representative C. Minimum
Agenda: 1. Review, approval of minutes of previous meeting 2. Review percentage of work to be in place by next meeting by individual trades 3. Review of work progress since previous
meeting 4. Field observations, problems, and conflicts 5. Problems which impede Construction Schedule 6. Review of off-site fabrication, delivery schedules 7. Corrective measures and
procedures to regain projected schedule 8. Revisions to Construction Schedule 9. Planned progress and schedule, during succeeding work period 10. Coordination of schedules CORNELL UNIVERSITY
SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS LOW RISE 9 CERTIFICATE PROJECT MEETINGS 01 31 19-4 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 11. Review submittal
schedules; expedite as required 12. Maintenance of quality standards 13. Review status of all issued proposal requests and change orders 14. Review proposed changes for: a. Effect on
Construction Schedule and on completion date b. Effect on other contracts of the Project 15. Other business D. All decisions, instructions, and interpretations given by the Architect/Engineer
or its representative at these meetings shall be binding and conclusive on the Contractor. 1.4 PRE-INSTALLATION CONFERENCE(S) A. The Contractor to hold pre-installation conferences
where required by individual specification sections or others at the discretion of the Owner. Minimum attendees would be Architect and/or their specific sub-consultant, Owner, Contractor,
Subcontractor, key Suppliers, testing & inspection firm, Facilities Engineering subject matter expert, etc. Minimum agenda would include review of key submittals, RFI’s, safety, logistics,
material procurement, quality control, etc. Contractor to assemble and distribute the Agenda minimum 48 hours prior to meeting as well as distribute meeting minutes a minimum of seven
(7) calendar days after the meeting. B. Submit a list of pre-installation meetings with preliminary dates within fifteen (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*** CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT LOW RISE 9 CERTIFICATE ELECTRONIC
PROJECT MANAGEMENT 01 31 50-1 OF OCCUPANCY ENABLING (ePM) SYSTEM DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT 1.0 GENERAL 1.1 SUMMARY A.
Owner Provided System: The Contractor will utilize the Owner’s electronic Project Management (e-PM) system eBuilder on this project. 1. The Owner shall manage the day to day use of
the Owner provided ePM system and organize the training, support and maintenance of the ePM Website System for the entire project team for the period of its use on the Project. B. There
are no fees to utilize this system. 1.2 RELATED SECTIONS A. General Conditions Article 9 – Coordination and Cooperation. B. Section 01 33 00 – Submittal Procedures 1.3 DEFINITIONS
A. ePM: defined as an internet-based information and project communication system that allows the entire project team to collaborate in a centralized and secured repository. All project-specific
correspondence, workflow processes, and documentation will be stored and routed within the ePM system. 1.4 PROCEDURES A. Users will be provided a username and password. The Contractor
shall log into the e-PM system to enter the Project Documentation listed in section 2.0. All correspondence should be communicated through the e-PM system. B. Training 1. The Owner
will hold training sessions to familiarize team members with the system, and all Contractor staff are expected to attend one of these sessions or otherwise receive proper training on
the system’s use. All cost for personnel time and travel to attend the training as needed shall be included in the Contractor’s proposal CORNELL UNIVERSITY SECTION 01 31 50 Ithaca,
New York ELECTRONIC PROJECT MANAGEMENT LOW RISE 9 CERTIFICATE ELECTRONIC PROJECT MANAGEMENT 01 31 50-2 OF OCCUPANCY ENABLING (ePM) SYSTEM DECEMBER 11, 2020 & HEATER REPLACEMENTS C.
The Contractor shall provide on-site personnel with personal computer(s) and personal computer equipment that will allow the Contractor’s personnel to access and use the ePM Website
System in a timely and efficient manner. At a 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 preconstruction 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. The submission of a Request for Information (RFI) is
the Contractor’s exclusive means of requesting information from the Owner and/or Architect. Attachments to RFI’s (which may include sketches, photographs, documentation, and the like,
will be uploaded to the ePM Website System and attached to the RFI electronically. 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. CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT LOW RISE 9 CERTIFICATE ELECTRONIC PROJECT MANAGEMENT 01 31
50-3 OF OCCUPANCY ENABLING (ePM) SYSTEM DECEMBER 11, 2020 & HEATER REPLACEMENTS F. Drawings and Specifications: The Contract Documents will be posted to the ePM Website System as directed
by the Owner. The Owner shall retain the right to assign download rights to active CAD or model files. CAD or model files, in any format, posted to the ePM Website System are for viewing
and printing only and cannot be edited. G. Submittals: All submittals shall be fully electronic. Reference Section 01 33 00. H. Submittal Schedule and Log: Contractor shall post and/or
update on a daily basis. I. Field Reporting: The Contractor shall post and/or update on a daily basis all reports required by other specification sections. These reports include, but
are not limited to, daily construction reports, material location reports, unusual event reports, safety and accident reports. J. Project Photographs: Contractor shall upload project
photographs to the ePM system, field by date and type including but not limited to: 1. General Progress Photographs 2. RFI Issues 3. Non-Conforming Work 4. Special Events 5. As required
by individual Specification Sections K. Project Schedule: The contractor shall post, distribute, review, and/or respond to the project schedule, monthly updates, and any other schedule
submittals onto the ePM in both native and PDF formats. L. Permits & Approvals: Contractor shall upload and maintain current copies of all permits and agency approvals that relate to
the project. M. Issue Tracking: Contractor to log and respond to issues that are related and affect other stakeholders within the project team. N. Quality Assurance: The Owner and/or
Architect will issue reports on conforming items in the ePM system. The Contractor is required to review and respond with corrective actions in the system. O. Change Management – Cost
Events and Change Orders will be managed by the e-PM system and the Contractor shall be responsible for reporting potential changes and logging Requests for Change Orders in the system.
The Contractor shall also upload and manage all documentation supporting Requested Change Orders. P. Pay Applications Requests (Invoices) – The Contractor shall create and submit invoices
for review by the Owner. Once the invoices are agreed to by the Owner then the invoices should be submitted electronically per the instructions for the ePM system. Q. Budget and Cost
Management – Contractor to provide estimates and work breakdown structure (WBS) to provide Owner with accurate budget/cost analysis. CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New
York ELECTRONIC PROJECT MANAGEMENT LOW RISE 9 CERTIFICATE ELECTRONIC PROJECT MANAGEMENT 01 31 50-4 OF OCCUPANCY ENABLING (ePM) SYSTEM DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. C. The Contractor shall make certain that all subcontractors performing significant work
on the project shall actively participate in the e-PM system. Requirements for participation in the e-PM system shall be made part of each bid document and final contract. 2.0 PRODUCTS
– NOT USED 3.0 EXECUTION – NOT USED ****END OF SECTION 01 31 50*** CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE LOW RISE 9 CERTIFICATE CONSTRUCTION SCHEDULE
01 32 16-1 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 32 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
activity. 2. Show the dates for the beginning, and completion of, each major element of construction. Specifically list: a. Site clearing CORNELL UNIVERSITY SECTION 01 32 16 Ithaca,
New York CONSTRUCTION SCHEDULE LOW RISE 9 CERTIFICATE CONSTRUCTION SCHEDULE 01 32 16-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS b. Site utilities c. Foundation
work d. Structural framing e. Subcontractor work f. Equipment installations g. Finishes h. Pre-Installation meetings 3. Show projected percentages of completion for each item, as of
the first day of each month. 4. Show estimated dates for the beginning and completion of work which must be completed by or coordinated with the Owner such as hazardous materials abatement,
moving, training and other such items as they are identified. B. Submittals Schedule for Shop Drawings, Product Data and Samples: Confer with the Architect and agree on all elements
of the Submittals Schedule. The schedule will be based on the understanding that minimum turn-around time in the Architect's office is ten (10) working days. Some submittals or groups
of submittals may take longer to review. Submittals which do not conform to the agreed schedule may be subject to delays in processing. Show: 1. The dates for Contractor's submittals.
2. The dates reviewed submittals will be required from the Architect. 3. Confirmed lead time for manufacturing, production, fabrication and shipment to the project site of all materials
which have an impact on the critical path of the Project's construction schedule. 1.4 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 CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE LOW RISE 9 CERTIFICATE CONSTRUCTION SCHEDULE 01 32 16-3 OF OCCUPANCY ENABLING DECEMBER
11, 2020 & HEATER REPLACEMENTS 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. B. Submit progress revision schedules to accompany each application for payment. C. Submit Submittals Schedule within thirty (30) calendar days after date of commencement of work.
D. Submit one reproducible transparency and one opaque reproduction. 2.0 PRODUCTS - NOT USED 3.0 EXECUTION 3.1 DISTRIBUTION A. Distribute copies of the reviewed schedules to: 1. Owner
Job Site personnel 2. Subcontractors 3. Other concerned parties B. Instruct recipients to report to the Contractor, in writing, any problems anticipated by the projections of the schedule.
***END OF SECTION 01 32 16*** CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES LOW RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-1 OF OCCUPANCY ENABLING
DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 33 00 SUBMITTAL PROCEDURES 1.0 GENERAL 1.1 DESCRIPTION A. Section includes administrative and procedural requirements for submittals,
including the following: 1. Shop Drawings 2. Product Data 3. Samples 4. Quality Assurance and Quality Control Submittals 5. Coordination Drawings 6. Certification of Asbestos free products
7. Owner audio/visual 8. Owner furnishings and fixed equipment 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 nonelectronic 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 Architect shall provide
a draft submittal registry in the template needed for eBuilder importation. It will be part of the contract documents and turned over to the Contractor in native format for their use.
The Contractor shall be responsible for review and completion of the registry including addition of dates identified below and other information as deemed necessary by the Owner. CORNELL
UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES LOW RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS
B. The submittal registry and schedule shall list all submittals required by the specifications, listed in order by the specification section in which they are required. Coordinate
the Submittal Schedule with the Contractor's Critical Path Method Construction Schedule and other related documents. C. The Submittal Registry shall include the following information:
1. Title (by Architect for Contractor review) 2. Related specification section and paragraph numbers (by Architect for Contractor review) 3. Subsection (by Architect for Contractor
review) 4. Category of Submittal (Certification, Mock-Up, Operations/Maintenance Manual, Product Data, Sample, Shop Drawing, Test Report, As Built, etc.) (by Architect for Contractor
review) 5. Submittal Description including description of the part of the Work covered by the submittal (by Architect for Contractor review) 6. Name of Subcontractor, if applicable
(Contractor provided, optional) 7. Date due from Subcontractor (Contractor provided, optional) 8. Date due to be submitted for review (Contractor provided, required) 9. Date due for
submittal review to be completed (Contractor provided, required) 10. Date for transmittal to Subcontractor (Contractor provided, optional) 11. Date for material or product delivery
to project (Contractor provided, required) 12. Priority. Low, normal or high (Contractor provided, required) D. Schedule a resubmittal for each major submittal. Except where specified
otherwise in the contract documents, provide review times for submittals in accordance with Submittal Procedures and Architect’s Duties below. E. Distribution: Initially submit the
Submittal Schedule to the Owner for review via the electronic Project Management system. A submittal schedule compliant with the requirements of this section showing all submittals
for the preliminary schedule submission duration shall be submitted with the Contractor’s preliminary schedule submittal described in Section 01 32 16. The schedule shall also enumerate
all submittals to be processed after the initial preliminary schedule submission duration period, although the date for these submittals does not have to be indicated. A final baseline
submittal schedule showing all submittals for the entire project shall be included in the baseline schedule submittal described in section 01 32 16. F. 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. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES
LOW RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 1.3 SHOP DRAWINGS A. Drawings shall be newly prepared information
drawn accurately to scale by skilled draftsperson and presented in a clear and thorough manner. 1. Highlight, encircle, or otherwise indicate deviations from Contract Documents. 2.
Do not reproduce Contract Documents or copy standard information as basis of Shop Drawings. 3. Standard information prepared without specific reference to Project is not Shop Drawing.
B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings. Include the following information: 1. Dimensions.
2. Identification of products and materials included by sheet and detail number. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions
established by field measurements. 6. Submittal: a. For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will
be reviewed and returned electronically marked with action taken. b. Maintain returned document as a “Record Document”. 1.4 PRODUCT DATA A. Product Data includes brochures, diagrams,
standard schedules, performance charts, and instructions that illustrate physical size, appearance and other characteristics of materials and equipment. All submittals shall identify
all products as being asbestos free, see Section 01 35 29. B. Collect Product Data into a single submittal for each element of construction or system. 1. Clearly mark each copy to show
applicable choices and options. Failure to do so will result in rejection of the submission. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required.
4. Show wiring or piping diagrams and controls. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES LOW RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-4 OF
OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 5. Where Product Data includes information on products that are not required, eliminate or mark through information that
does not apply. 6. Supplement standard information to provide information specifically applicable to the Work. 7. Preliminary Submittal: Submit single copy of Product Data where selection
of options by Architect is required. 8. Submittals: a. For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will
be reviewed and returned electronically marked with action taken. b. Maintain one (1) copy as a “Record Document”. 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. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES LOW RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-5 OF OCCUPANCY
ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 4. Where variation in color, pattern, texture, or similar characteristics is inherent in material or product represented, submit at
least three (3) multiple units that show approximate limits of variations. 5. Preliminary Submittals: Submit one (1) full set of choices where Samples are submitted for Architect’s
selection of color, pattern, texture, or similar characteristics from a range of standard choices. 6. Submittals: a. Submit four (4) sets for Architect’s review. Architect will return
at least one (1) set marked with action taken. Maintain sets of Samples, as returned, at Project Site, for quality comparisons throughout course of construction. Additionally, for
electronic transmittal, photograph sample and its label and attached to the submittal 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”. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES LOW RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-6 OF OCCUPANCY ENABLING
DECEMBER 11, 2020 & HEATER REPLACEMENTS 1.7 COORDINATION DRAWINGS A. The Contractor shall coordinate and manage the preparation and submittal of coordinated layouts of the mechanical,
electrical and fire protection systems and equipment for all areas; drawn at a scale not less than 1/4" per foot showing on both plan and elevation including but not limited to all
equipment, ducts, pipe sleeves, piping including plumbing and, sprinkler system, lighting, special supports and other items contained within the space. Show mechanical and electrical
services as well as architectural and structural features drawn to scale. Provide electronic record of each coordination drawing submitted in TIFF and PDF formats to the Owner. Provide
coordination drawings for all corridors, laboratories, offices, mechanical rooms, boiler room, shafts, tunnels, and all congested areas. Copies of coordination drawings shall be distributed
to all trades to assure a complete, coordinated installation of work within the space available. B. Submittal and review of coordination drawings will be required thirty (30) days prior
to commencement of fabrication and/or installation of any work item. C. Prepare and submit coordinated layouts of the mechanical and electrical systems and equipment for all areas;
drawn at a scale not less than 3/8 inch =1 foot (1:32) showing on both plan and elevation including but not limited to all equipment, ducts, pipe sleeves, piping including plumbing
and, sprinkler system, lighting, special supports and other items contained within the space. Show mechanical and electrical services as well as architectural and structural features
drawn to scale. Provide copies of each coordination drawing submitted. Provide coordination drawings for all spaces, including but not limited to, corridors, laboratories, offices,
mechanical rooms, boiler room, shafts, tunnels, and other areas. Copies of coordination drawings shall be distributed to all trades to assure a complete, coordinated installation of
work within the space available. 1. Show architectural, structural and other adjacent work requiring coordination with services. Show items, including but not limited to, access doors,
ceiling grids, ceiling construction, structural decks and framing, fixtures, devices, and other adjacent work coordinated with services and architectural layouts shown on Drawings.
2. Prepare plans, sections, elevations, and details as needed to describe relationship of various systems and components. Supplement plan drawings with section drawings where required
to adequately represent the Work. 3. Include room names and numbers of each space. 4. Coordinate the addition of trade-specific information to the coordination drawings by multiple
entities in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review. 5. Contract drawings
are diagrammatic. Exact location of receptacles, light fixtures, exit signs, fire alarm devices, and other devices shall be coordinated with the Architectural Drawings and shall not
be scaled from locations indicated on the Mechanical and Electrical Drawings. Coordinate modifications in layout as necessary to complete the Work in accordance with the design intent.
6. Coordinate modifications in layout and components necessary to ensure maintenance accessibility and prevent conflict between each portion of the Work. CORNELL UNIVERSITY SECTION
01 33 00 Ithaca, New York SUBMITTAL PROCEDURES LOW RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-7 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 7. Maintain maximum
headroom at all locations. Unless indicated otherwise, all mechanical and electrical systems and associated components are to be installed as tight to underside of structure as possible.
8. Indicate functional and spatial relationships of components of architectural, structural, mechanical, plumbing, fire protection, electrical systems, communications systems, security
systems, and other portions of the Work. Drawings shall indicate dimensions, to avoid interference with existing conditions, structural frame, ceilings, partitions, services, and other
portions of the Work. Where conflicts occur with placement of materials of various portions of the Work, Contractor shall be responsible to resolve conflicts and coordinate the available
space to accommodate each portion of the Work. Adjustments resulting from coordination shall be initialed and dated by the entity(s) affected by the adjustments. 9. Indicate space
requirements for routine maintenance and for anticipated replacement of components during the life of the installation. 10. Show location and size of access doors and access panels
required for access to concealed dampers, valves, and other controls. 11. Indicate required installation sequences. 12. Indicate dimensions, elevations, and alignments shown on the
Drawings. Specifically note dimensions, elevations, and alignments that appear to be in conflict with submitted equipment and minimum clearance requirements and notify Architect.
Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the
Contract. 13. Indicate suspended ceiling heights and show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. 14. Indicate locations of fire-rated partitions,
smoke partitions, and other required barriers. 15. Plenum Space: Indicate sub-framing for support of ceiling and wall systems, mechanical and electrical equipment, toilet partitions,
overhead-mounted equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between
light fixtures and other components and notify Architect. 16. Exposed Ceiling Construction: In addition to other indicated information, show fullydimensioned locations of all items
exposed at ceiling space. Indicate alignment requirements and centerline locations of light fixtures, ducts, piping, conduit, and other services. Show dashed outline locations of
laboratory casework, shelving, and other items that extend 7 feet or more above the floor. 17. Mechanical and Electrical Rooms: Provide coordination drawings for mechanical and electrical
rooms showing plans and elevations of mechanical, plumbing, fireprotection, fire-alarm, and electrical equipment. Indicate paths of egress from rooms. Indicate paths for equipment
removal from rooms. Indicate clear areas required for access and maintenance. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES LOW RISE 9 CERTIFICATE SUBMITTAL
PROCEDURES 01 33 00-8 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 18. Structural Penetrations: Indicate scheduled and requested penetrations and openings required
for all disciplines. Request un-scheduled penetrations and openings where Contractor has reviewed, analyzed, and coordinated all possible routing options and structural penetrations
are only feasible option to accommodate indicated ceiling heights. Refer to the drawings for general guidelines and request confirmation by Architect for structural penetrations. 19.
Mechanical and Plumbing Work: Show dimensioned locations, sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, accessories, and
support systems. Show locations of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment. 20. Electrical Work: Show electrical
distribution, systems, equipment, and runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger. Show light fixture, exit light, emergency battery pack, smoke
detector, fire alarm, and other device locations. Show panel board, switch board, switchgear, transformer, bus way, generator, and motor control center locations. Show location of
pull boxes and junction boxes, dimensioned from column center lines. Show lighting control systems. Show cable tray layouts including vertical and horizontal offsets and transitions,
clearances for access above and to side of cable trays, and vertical elevation of cable trays above the floor or bottom of ceiling structure. 21. Fire Suppression System: Show locations
of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads. 22. Refer to individual Sections for additional Coordination Drawing requirements for Work in those Sections.
23. Contractor Sign-Off: Contractor and each entity performing portions of the Work shall sign and date coordination drawings. 24. Review: Architect will review coordination drawings
to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Architect determines that coordination drawings
are not being prepared in sufficient scope or detail, or are otherwise deficient, Architect will so inform Contractor, who shall make changes as directed and resubmit. Review of coordination
drawings shall not reduce Contractor’s responsibility for final coordination of installation and maintenance clearances of systems and equipment with existing conditions and each portion
of the Work. D. Submittal and review of coordination drawings will be required before work can start in any given area of the building. 1.8 CONTRACTOR RESPONSIBILITIES A. Review submittals
for compliance with Contract Documents and approve submittals prior to transmitting to the Architect. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES LOW
RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-9 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS B. Specifically record deviations from Contract Document requirements,
including minor variations and limitation. Comply with requirements of Section 01 25 00 Substitutions and Product Options. C. Contractor’s approval of submittals shall indicate that
the Contractor has determined and verified materials, field measurements and field construction criteria, and has checked and coordinated information within each submittal with requirement
of the Work and Contact Documents. Field conflicts which arise from the contractor’s failure to fully review and approve submittals before ordering equipment, will result in the contractor
being burdened with all costs to remediate the situation. D. Contractor shall be responsible for: 1. Compliance with the Contract Documents 2. Confirming and correlating quantities
and dimensions 3. Selecting fabrication processes and techniques of construction. 4. Coordination of the work represented by each submittal with other trades. 5. Performing the work
in a safe and satisfactory manner. 6. Compliance with the approved Construction Schedule. 7. All other provisions of the agreements. E. It is understood that the Architect's notation
on the submittals is not to be construed as an authorization for additional work or additional cost. F. If any notations represent a change to the Contract Sum, submit a cost proposal
for the change in accordance with procedures specified before proceeding with the work. G. It is understood that the Architect's notation on the submittal is not to be construed as
approval of colors. Make all color-related submittals at one time. H. Notify the Architect by letter of any notations made by the Architect which the Contractor finds unacceptable.
Resolve such issues prior to proceeding with the Work. I. Begin no fabrication of work until all specified submittal procedures have been fulfilled. J. Do not submit shop drawings,
product data or samples representing work for which such submittals are not specified. The Architect shall not be responsible for consequences of inadvertent review of unspecified
submittals. 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 CORNELL UNIVERSITY
SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES LOW RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-10 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 1.9 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 ten (10) working days for Architect's initial processing of each submittal requiring the Architect’s review and response, except
for longer periods required as noted below, and where processing must be delayed for coordination with subsequent submittals. The Architect will advise the Contractor promptly when
it is determined that a submittal being processed must be delayed for coordination. Allow ten (10) working days for Architect's reprocessing of each submittal. Notify the Architect
when processing time for a submittal is critical to the progress of the work, and the work would be expedited if its processing time could be shortened. An additional five (5) working
days will be required for items specified in Divisions 2, 3, 5, 23 and 26, and for Architectural Woodwork, Hollow Metal Work and Hardware Schedules. 6. Allow time for delivery in addition
to review. 7. Allow time for reprocessing each submittal. 8. No extension of Contract Time will be authorized because of failure to prepare submittals sufficiently in advance of Work
to permit processing. 9. Submittals made which do not conform to the schedule are subject to delays in processing by the Architect. 10. Refer to Section 01 32 16 Construction Schedules
for requirements of the Submittals Schedule. 11. Failure of the Contractor to obtain approval of Shop Drawings shall render all work thereafter performed to be at Contractor’s sole
risk, cost and expense. B. Submittal Preparation 1. Place permanent label or title block on each submittal for identification. 2. Indicate name of entity that prepared each submittal
on label or title block. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES LOW RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-11 OF OCCUPANCY ENABLING DECEMBER
11, 2020 & HEATER REPLACEMENTS 3. Provide space on label or beside title block on Shop Drawings to record Contractor's stamp, initialed or signed, certifying to review of submittal,
action taken, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and
of Contract Documents. 4. Complete all fields on submittal item details in ePM system including meaningful description. 5. Include the following information on submittal documentation:
a. Drawing, detail or specification references, including section number, as appropriate to clearly identify intended use of product. b. Field dimensions, clearly identified as such.
c. Relation to adjacent or critical features of the work or materials. d. Applicable standards, such as ASTM or Federal Specification numbers. e. Provide a blank space for the Architect’s
stamps f. On transmittal, record relevant information including deviations from Contract Document requirements, including minor variations and limitations. 6. Identification of revisions
on re-submittals, other than those noted by the Architect on previous submittals. 7. Shop drawings with the comment "by others" are not acceptable. All such work must specifically
identify the related responsible subcontractor. C. Submittal Transmittal: 1. Transmit submittals via the electronic project management system to Architect unless otherwise noted or
directed. 2. Prepare and generate transmittal in ePM system for submission of samples. Package sample and other each submittal appropriately for transmittal and handling. 1.10 RECORD
SUBMITTALS A. Provide a record copy of the submittal (electronic format) for the O&M Manual. 1.11 RESUBMISSION REQUIREMENTS A. Make any corrections or changes noted on previous submittals.
B. Shop Drawings and Product Data: 1. Revise initial drawings or data, and resubmit as specified for the initial submittal. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL
PROCEDURES LOW RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-12 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 2. Indicate any changes which have been made other
than those noted by the Architect. C. Samples: Submit new samples as required for initial submittal. 1.12 ARCHITECT'S DUTIES A. Review submittals with reasonable promptness as identified
in 1.8, paragraph 5 of this Section. B. Notations on the Submittal Review Stamp or eBuilder file mean the following: 1. "Approved (APP)" indicates that no deviations from the design
concept have been found and Work may proceed. 2. "Approved as Noted (AAN)" indicates that deviations from the design concept which have been found are noted, and the Contractor may
proceed accordingly. 3. "Revise and Resubmit (RAR)" indicates that Work covered by submittal, including purchasing, fabrication, delivery, or other activity may not proceed. Revise
or prepare new submittal according to Architect’s notations; resubmit without delay. Repeat if necessary to obtain different action mark. 4. “Rejected (REJ)” indicates that Work
covered by submittal, including purchasing, fabrication, delivery, or other activity may not proceed. Revise or prepare new submittal according to Architect’s notations; resubmit without
delay. Repeat if necessary to obtain different action mark. 5. “On Hold (ONH)” is used in a very limited capacity and means that the Contractor should not take action until the reason
for hold has been cleared and may be required to revise and resubmit. 6. “Not Reviewed (NRV)” is used for submittals that were submitted in error, duplicate, or other reason that does
not require review by the Architect but need to be closed by the Contractor upon return to them 7. “For Record Only (FRO)”: Submittals for information or record purposes, including
Quality Assurance and Quality Control Submittals, and Material Safety Data Sheets (MSDS), will not require responsive action by the Architect. a. Architect will forward informational
submittals without action. b. Architect will reject and return informational submittals not in compliance with Contract Documents. C. Incomplete Submittals: Architect will return incomplete
submittals without action. D. Unsolicited Submittals: Architect will return unsolicited submittals to sender without action. E. Return submittals to Contractor for distribution, or
for resubmission. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES LOW RISE 9 CERTIFICATE SUBMITTAL PROCEDURES 01 33 00-13 OF OCCUPANCY ENABLING DECEMBER
11, 2020 & HEATER REPLACEMENTS 1.13 DISTRIBUTION A. Distribute reviewed Shop Drawings and copies of Product Data when possible via the electronic project management system to: 1. Job
site file 2. Record Documents file 3. Subcontractors 4. Installers 5. Suppliers 6. Manufacturers 7. Fabricators 8. Architect 9. Owner B. Do not permit use of unmarked copies or rejected
copies of submittals in connection with construction at Project Site or elsewhere where Work is in progress. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 33
00*** CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY LOW RISE 9 CERTIFICATE GENERAL HEALTH & SAFETY 01 35 29-1 OF OCCUPANCY ENABLING DECEMBER 11, 2020
& HEATER REPLACEMENTS 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. The template may be downloaded at: https://ehs.cornell.edu/campus-health-safety/occupational-safety/contractor-safety 1. Within the PSSP Template
are example(s) to use as reference. The provided examples demonstrate Cornell University’s expectations for providing detailed site specific information, controls and requirements.
2. Project Site Specific Plan’s that inadequately address site specific operations will be returned with comments for resubmission. Failure to submit a PSSP may result in delay of
project and/or denial of the payment. 3. All projects must have the PSSP submitted via e-Builder for review and comment. B. PSSP submittal should be submitted a minimum of ten (10)
days prior to the commencement of work on site. The Contractor may opt to submit their PSSP in phases. The Contractor must submit a phase submission plan using the PSSP Submission
table included in the PSSP template for approval by Owner’s Representative with initial submission. Submit remaining phases no later than ten (10) days prior to the start of a new,
predetermined project phase or milestone. 1. Projects having less than a ten (10) day turn-around shall coordinate their submittal with the Owner’s Representative, who should coordinate
with Occupational Health, Safety and Injury Prevention (OHSIP), the University Fire Marshall’s Office and Contract College’s Codes Enforcement Official, if applicable. CORNELL UNIVERSITY
SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY LOW RISE 9 CERTIFICATE GENERAL HEALTH & SAFETY 01 35 29-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS
C. The Contractor is responsible for its employees and its subcontractors. Subcontractors are required to submit their PSSP to the General Contractor. The General Contractor is responsible
to ensure all subcontractor(s) PSSP’s are adequate per their scope of work. D. The General Contractor is required to ensure their project’s PSSP is accurately maintained throughout
the duration of the contract. Resubmission is required for any new scope elements not previously addressed by the Contractor’s original PSSP. E. Definitions: 1. Project Site Specific
Plan (PSSP): A structured document that details the scope of the contract work and related site specific controls, requirements and information for University and Contractor personnel.
This document is not intended to be all inclusive of all applicable local, state and federal laws and regulations for which the General Contractor and its Subcontractor(s) are expected
to comply. 2. Authority Having Jurisdiction (AHJ): • The organization, office or individual responsible for approving equipment, an installation or a procedure (NYS Fire Code). •
The local government, county government or state agency responsible for the administration and enforcement of an applicable regulation or law (NYS Building Code-§202.2). 3. Occupational
Health, Safety and Injury Prevention (OHSIP): A division of Cornell University’s Environmental Safety and Health Department. The OHSIP division can be contacted at (607)-255-8200 or
by email at askEHS@cornell.edu 4. SME: The University’s subject matter expert. 1.3 ASBESTOS A. All products provided for use in construction at Cornell University are to be free of
asbestos. At Substantial Completion, prior to beneficial service, the Contractor shall provide a signed certification form “Exhibit AC” stating that all Contractor supplied & installed
products are 100% asbestos free. The Contractor has to attach applicable Safety Data Sheets/ Material Safety Data Sheets for each product documenting a 100% asbestos free status. The
University may provide random testing of products for asbestos content. Any Contractor installed product found to contain asbestos shall be classified as defective work. Defective work
shall be corrected by the Contractor as specified in the General Conditions. B. Attached for the Contractor’s information are asbestos reports which represent samples taken within the
building. C. Removal and disposal of asbestos containing material shall be performed by the Contractor in accordance with Division 2 specifications. CORNELL UNIVERSITY SECTION 01
35 29 Ithaca, New York GENERAL HEALTH & SAFETY LOW RISE 9 CERTIFICATE GENERAL HEALTH & SAFETY 01 35 29-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. The Contractor is required to submit a lead plan that is site specific,
indicating that the protective measures the Contractor proposes meet the OSHA standard 1926.62 “Lead in Construction Standards”. This site specific plan should address the particular
methods the Contractor intends to protect its workers, the building occupants and the building structure based on its selection of addressing the presence of lead based paint. 1.5 SITE
VISITS A. The undertaking of periodic Site Visits by Architects, Engineers or the Owner shall not be construed as supervision of actual construction, or make them responsible for the
safety of any persons; or make them responsible for means, methods, techniques, sequences or procedures of construction selected by the Contractor or its Subcontractors; or make them
responsible for safety programs and precautions incident to the Work, or for the safe access, visit, use, Work, travel or occupancy of any person. 1.6 CONFINED SPACE A. The Contractor
shall be responsible for the identification of confined space in accordance with OSHA requirements. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 35 29*** CORNELL
UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY Cornell University Pre-Renovation Asbestos Survey Performed at Low Rise 9 (3209) 142 Program House Drive, Cornell
University Ithaca, New York For the Low Rise 9 Certificate of Occupancy Enabling and Heater Replacement Project Prepared for: Mr. Dale Houseknecht, Facilities Coordinator Projects
II Cornell University IPP – Facilities Management, FM Administration 116 Humphreys Service Building, Ithaca, New York 14853-3701 Prepared by: 860 Hooper Road, Endwell, NY 13760
Tel: 607-231-6600 Fax: 607-231-6640 www.delta-eas.com Delta Project No. 2019.003.365 Cornell Work Order No.13005938 / Task Authorizations TA386 Field work performed by: Thomas Ferro,
December 3, 2020 Report prepared by: Thomas Ferro Report reviewed by: Stephen Prislupsky 2 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com
TABLE OF CONTENTS 1.0 INTRODUCTION .......................................................................................... 3 2.0 ASBESTOS SURVEY AND SAMPLING PROCEDURES
AND METHODS ................. 5 3.0 SURVEY FINDINGS, CONCLUSIONS AND OBSERVATIONS ................................ 12 4.0 INACCESSIBLE AREAS................................................
................................. 13 Appendix A, ASBESTOS BULK SAMPLE REPORT FORM .......................................... 14 Appendix B, LABORATORY ANALYTICAL RESULTS ...........................
...................... 15 Appendix C, DELTA ENGINEERS, COMPANY AND PERSONNEL CERTIFICATIONS ....... 16 Appendix D, LABORATORY CERTIFICATIONS ........................................................
. 17 Appendix E, BULK SAMPLE LOCATION DRAWINGS ................................................. 18 Appendix F, PHOTO LOG ..........................................................................
.......... 19 3 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com 1.0 INTRODUCTION: Delta Engineers, Architects, & Land Surveyors (Delta)
was contracted by Cornell University to provide a Pre-Renovation Asbestos Survey at Low Rise 9 located at 142 Program House Drive on the Cornell University Ithaca, New York Campus.
The Survey was performed to address all accessible suspect materials with the potential to be impacted as a part of the upcoming Low Rise 9 Certificate of Occupancy Enabling and Heater
Replacement Project. The initial stage included a review of past Delta Survey information, Cornell 4D Database Information, and Survey Information from other Cornell Consultants for
the Building. Bulk sample results through previous sampling efforts have been incorporated into this Survey and associated Survey Report where applicable. On December 3rd, 2020 Delta
Certified Inspector Thomas Ferro was onsite to perform a walkthrough to visually inspect all accessible rooms/areas included in the project and perform material sampling. Based on
a review of the Project Construction Review Submission Drawing Set (dated 12-01-2020) a review of existing sample information as referenced above, and a visual inspection of the affected
rooms / building spaces, a total of ten (10) bulk samples were collected representing five (5) separate suspect homogenous building materials. All ten (10) of the samples collected
were non-friable organically bound (NOB) representing the five (5) homogenous materials. In addition to the materials sampled, numerous other suspect materials were observed to be
present but were addressed though previous sampling efforts at the building, as referenced above. The accessible suspect homogenous building materials sampled as a part of this survey
and/or included in previous sampling efforts at High Rise 5 include the following: Homogenous Area (HA) Suspect Building Material 01 Carpet Mastic 02 Tan Interior Door Frame
Caulk 03 Gray Interior Door Frame Caulk 04 Light Grey Mottled 12" x 12" Floor Tile 05 Mastic from Light Grey Mottled 12" x 12" Floor Tile 06* Door Core Material (both ACM & Non-ACM
Identified in Building) 07* Wall and Ceiling System Sheetrock 08* Wall and Ceiling System Joint Compound 09* Mastic from Wood Cove Base 10* All colors / sizes of Vinyl Cove Base
11* All Mastics from Vinyl Cove Bases 12* Interior Wiring present in all Ceiling-hung Heater Units 13* All Splined and Adhered 12" x 12" Ceiling Tiles 14* Terrazzo Flooring / Cove
15* Dumbwaiter Shaft Sheetrock 16* Dumbwaiter Shaft Joint Compound * - Material included in Cornell 4D Database, previously sampled by Delta, or previously sampled by “Other” Cornell
Consultant 4 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com Specific information required by 12 NYCRR Part 56-5.1, (f) – “Building/Structure
Asbestos Survey Information” to be included in this pre-renovation report is as follows: 1) Building Name/Address: Low Rise 9 (Bldg. 3209) 142 Program House Drive, Ithaca, NY 14850
2) Owner’s Name/Address: Cornell University Humphreys Service Building Ithaca, NY 14853 3) Owner’s Agent: Mr. Dale Houseknecht 4) Survey Performed By: Delta Engineers, Architects,
& Land Surveyors 860 Hooper Road, Endwell, NY 13760 5) Certified Inspectors: Thomas Ferro, Certificate No. 99-11328 6) Date of Survey: December 3, 2020 7) Laboratory: America
Science Team New York, Inc. 117 East 30th Street, New York, NY 10016 5 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com 2.0 ASBESTOS
SURVEY AND SAMPLING PROCEDURES AND METHODS: 2.1 Survey requirements Requirements to perform Pre-Demolition/Pre-Renovation Asbestos Surveys are based on the following State and Federal
Regulations. Occupational Safety and Health Administration (OSHA): OSHA survey requirements and sampling protocols are included in 29 CFR Part 1910.1001(j)(2) & (j)(8) and 29 CFR Part
1926.1101(k),(5): 29 CFR Part 1910.1001(j)(2), Installed Asbestos Containing Material: Employers and building owners are required to treat installed TSI and sprayed on and troweled-on
surfacing materials as ACM in buildings constructed no later than 1980 for purposes of this standard. These materials are designated "presumed ACM or PACM", and are defined in paragraph
(b) of this section. Asphalt and vinyl flooring material installed no later than 1980 also must be treated as asbestos-containing. The employer or building owner may demonstrate that
PACM and flooring material do not contain asbestos by complying with paragraph (j)(8)(iii) of this section. 29 CFR Part 1910.1001(j)(8), Criteria to rebut the designation of installed
material as PACM: 1910.1001(j)(8)(i) - At any time, an employer and/or building owner may demonstrate, for purposes of this standard, that PACM does not contain asbestos. Building
owners and/or employers are not required to communicate information about the presence of building material for which such a demonstration pursuant to the requirements of paragraph
(j)(8)(ii) of this section has been made. However, in all such cases, the information, data and analysis supporting the determination that PACM does not contain asbestos, shall be retained
pursuant to paragraph (m) of this section. 1910.1001(j)(8)(ii) - An employer or owner may demonstrate that PACM does not contain asbestos by the following: 1910.1001(j)(8)(ii)(A) -
Having a completed inspection conducted pursuant to the requirements of AHERA (40 CFR 763, Subpart E) which demonstrates that no ACM is present in the material; or 1910.1001(j)(8)(ii)(B)
- Performing tests of the material containing PACM which demonstrate that no ACM is present in the material. Such tests shall include analysis of bulk samples collected in the manner
described in 40 CFR 763.86. The tests, evaluation and sample collection shall be conducted by an accredited inspector or by a CIH. Analysis of samples shall be performed by persons
or laboratories with proficiency demonstrated by current successful participation in a nationally recognized testing program such as the National Voluntary Laboratory Accreditation
Program (NVLAP) or the National Institute for Standards and Technology (NIST) or the Round Robin for bulk samples administered by the American Industrial Hygiene Association (AIHA)
or an equivalent nationally-recognized round robin testing program. 1910.1001(j)(8)(iii) -The employer and/or building owner may demonstrate that flooring material including associated
mastic and backing does not contain asbestos, by a determination of an industrial hygienist based upon recognized analytical techniques showing that the material is not ACM. 29 CFR
Part 1926.1101(k)(5), Criteria to rebut the designation of installed material as PACM: 1926.1101(k)(5)(i) - At any time, an employer and/or building owner may demonstrate, for purposes
of this standard, that PACM does not contain asbestos. Building owners and/or employers are not required to communicate information about the presence of building material for which
such a demonstration pursuant to the requirements of paragraph (k)(5)(ii) of this section has been made. However, in all such cases, the information, data and analysis supporting the
determination that PACM does not contain asbestos, shall be retained pursuant to paragraph (n) of this section. 1926.1101(k)(5)(ii) – An employer or owner may demonstrate that PACM
does not contain more than 1 percent asbestos by the following: 1926.1101(k)(5)(ii)(A) - Having a completed inspection conducted pursuant to the requirements of AHERA (40 CFR Part 763,
Subpart E) which demonstrates that the material is not ACM; or 6 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com 1926.1101(k)(5)(ii)(B)
- Performing tests of the material containing PACM which demonstrate that no ACM is present in the material. Such tests shall include analysis of bulk samples collected in the manner
described in 40 CFR 763.86. The tests, evaluation and sample collection shall be conducted by an accredited inspector or by a CIH. Analysis of samples shall be performed by persons
or laboratories with proficiency demonstrated by current successful participation in a nationally recognized testing program such as the National Voluntary Laboratory Accreditation
Program (NVLAP) or the National Institute for Standards and Technology (NIST) or the Round Robin for bulk samples administered by the American Industrial Hygiene Association (AIHA)
or an equivalent nationally-recognized round robin testing program. 1926.1101(k)(5)(iii) - The employer and/or building owner may demonstrate that flooring material including associated
mastic and backing does not contain asbestos, by a determination of an industrial hygienist based upon recognized analytical techniques showing that the material is not ACM. EPA National
Emissions Standard for Hazardous Air Pollutants (NESHAPs): (NESHAPs) regulates asbestos under “40 CFR Part 61, Subpart M - National Emission Standard for Asbestos”. Subpart M regulates
demolition and/or renovation of “facilities” that may contain asbestos-containing materials (ACMs). “Facilities,” as defined by NESHAPs, includes any institutional, commercial, public,
industrial, or residential structure or building, except residential buildings having four or fewer units. ACMs are defined in NESHAPs as materials containing more than 1 percent asbestos.
Section 61.145 states: 61.145 Standard for demolition and renovation. (a) Applicability. To determine which requirements of paragraphs (a), (b), and (c) of this section apply to
the owner or operator of a demolition or renovation activity and prior to the commencement of the demolition or renovation, thoroughly inspect the affected facility or part of the facility
where the demolition or renovation operation will occur for the presence of asbestos, including Category I and Category II nonfriable ACM. It should be noted that 40 CFR Part 1 Subpart
M, NESHAPS has no cut-off date exempting survey requirements. New York State Department of Labor (NYS DOL): Guidelines followed for the inspection are those established by the NYS
DOL’s Industrial Code Rule 56 (Cited as 12 NYCRR Part 56, as amended, adopted January 11, 2006; effective September 5, 2006). The specific survey, sampling and reporting requirements
included in 12 NYCRR Part 56-5.1(e) – “Building/Structure Asbestos Survey Requirements” include: 56-5.1 Asbestos Survey Requirements for Building/Structure Demolition, Renovation,
Remodeling and Repair (a) Asbestos Survey Required. An owner or an owner’s agent, except the owner of one and twofamily dwellings who contracts for, but does not direct or control
the work, shall cause to be conducted, an asbestos survey completed by a licensed asbestos contractor using inspectors certified in compliance with Section 56-3.2(d), to determine whether
or not the building or structure, or portion(s) thereof to be demolished, renovated, remodeled, or have repair work, contains ACM, PACM or asbestos material. This asbestos survey shall
be completed and submitted as indicated in Subdivision (g) of this Section, prior to commencing work. All such asbestos surveys shall be conducted in conformance with the requirements
of Subdivision (e) of this Section. 7 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com (b) Exemptions To Asbestos Survey Requirements: The
asbestos survey required by this Subdivision (a) of this Section shall not be required for the following classes of buildings or structures: (1) an agricultural building; (2) buildings
or structures for which original construction commenced on or after January 1, 1974; (3) A structure certified in writing to be structurally unsound by a licensed Professional Engineer,
Registered Architect, Building Inspector, Fire Inspector or other official of competent jurisdiction. (See Section 56-11.5) (c) Building/Structure Demolition. If a building/structure
asbestos survey is not required or performed per Subdivision (b) of this Section, and the building/structure is certified to be unsound or slated for contracted demolition, the building/structure
shall be assumed to contain asbestos, and shall be demolished per this Part, unless the building/structure is adequately certified to be free of asbestos containing material. Acceptable
documentation for certification shall be a previous thorough building/structure asbestos survey, abatement records or other documentation acceptable to the Commissioner or his or her
representative. (d) Responsibility To Comply. No exemption to the requirement to conduct an asbestos survey shall exempt any person, asbestos contractor, property owner or business
entity from the inspection or asbestos survey requirements of EPA, OSHA, and any other applicable section of this Part. (e) Building/Structure Asbestos Survey Requirements. The asbestos
survey shall include a thorough inspection for and identification of all PACM, suspect miscellaneous ACM, or asbestos material throughout the building/structure or portion thereof to
be demolished, renovated, remodeled, or to have repair work. The required inspection shall be performed by a certified asbestos inspector, and, at a minimum, shall include identification
of PACM, suspect miscellaneous ACM or asbestos material by all of the following methods: (1) The review of building/structure plans and records, if available, for references to asbestos,
ACM, PACM, suspect miscellaneous ACM or asbestos material used in construction, renovation or repair; and (2) A visual inspection for PACM and suspect miscellaneous ACM throughout the
building/structure or portion thereof to be demolished, renovated, remodeled, or repaired. For the purpose of this Part, all PACM and suspect miscellaneous ACM visually assessed shall
be treated and handled as ACM and shall be assumed to be ACM, unless bulk sampling is conducted as per this Section, standard EPA and OSHA accepted methods, including multi-layered
systems sampling protocols; the subsequent analyses are performed by a laboratory that meets the requirements of Section 56-4.2 of this Part; and the analyses satisfies both ELAP and
federal requirements, including multi-layered sample analyses, to document non-asbestos containing material. (f) Building/Structure Asbestos Survey Information. (1) The asbestos survey
shall, at a minimum, identify and assess with due diligence, the locations, quantities, friability and conditions of all types of installations at the affected portion of the building/structure
relative to the ACM, suspect miscellaneous ACM, PACM or asbestos material contained therein. The following list is not inclusive of all types of ACMs, it only summarizes typical
8 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com ACMs. The certified asbestos inspector is responsible for identification and assessment of
all types ACM, PACM, suspect miscellaneous ACM and asbestos material within the affected portion of the building/structure: PACM (i) Surfacing Treatments: (a) Fireproofing; (b) Acoustical
Plaster; (c) Finish Plasters; and (d) Skim Coats of Joint Compound. (ii) Thermal System Insulation: (a) Equipment Insulation; (b) Boiler, Breeching, Boiler Rope, Duct, or Tank Insulation,
Cement or Mortar Used for Boilers and Refractory Brick; (c) Piping and Fitting Insulations including but not limited to, Wrapped Paper, Aircell, Millboard, Rope, Cork, Preformed Plaster,
Job Molded Plaster and coverings over fibrous glass insulation. SUSPECT MISCELLANEOUS ACM (i) Roofing and Siding Miscellaneous Materials: (a) Insulation Board; (b) Vapor Barriers;
(c) Coatings; (d) Non-Metallic or Non-Wood Roof Decking (e) Felts; (f) Cementitious Board (Transite); (g) Flashing; (h) Shingles; and (i) Galbestos. (ii) Other Miscellaneous Materials:
(a) Dust and Debris; (b) Floor Tile; (c) Cove Base; (d) Floor Leveler Compound; (e) Ceiling Tile; (f) Vermiculite Insulation (g) Gaskets, Seals, Sealants (including for condensate control);
(h) Vibration Isolators; (i) Laboratory Tables and Hoods; (j) Chalkboards; (k) Pipe Penetration Packing or Other Firestopping Materials (l) Cementitious Board; (m) Electrical Wire Insulation;
(n) Fire Curtains; (o) Fire Blankets; (p) Fire Doors; (q) Brakes and Clutches; (r) Mastics, Adhesives and Glues; 9 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650
www.delta-eas.com (s) Caulks; (t) Sheet Flooring (Linoleum); (u) Wallpaper; (v) Drywall; (w) Plasterboard (x) Spackling/Joint Compound; (y) Textured Paint; (z) Grout; (aa) Glazing Compound;
and (ab) Terrazzo. (2) All ACM, PACM, suspect miscellaneous ACM, or asbestos material reported under Paragraph (1) of this Subdivision shall include the location of the materials,
an estimate of the quantities, types, friability and condition of the identified materials to be treated and handled as ACM. For the purpose of this Part, all PACM and suspect miscellaneous
ACM visually assessed shall be treated and handled as ACM and shall be assumed to be ACM, unless bulk sampling is conducted as per this Section, standard EPA and OSHA accepted methods,
including multilayered systems sampling protocols; the subsequent analyses are performed by a laboratory that meets the requirements of Section 56-4.2 of this Part; and the analyses
satisfies both ELAP and federal requirements, including multi-layered sample analyses, to document non-asbestos containing material. (3) The building/structure asbestos survey shall
also include the building/structure name, address, the building/structure owner’s name and address, the name and address of the owner's agent, the name of the firm performing the asbestos
survey and a copy of the firm’s current asbestos handling license, the names of the certified inspector(s) performing the survey and a copy of the current asbestos handling certificate
for each inspector utilized, the dates of the asbestos survey, a listing of homogeneous areas identifying which ones are ACM, all laboratory analyses reports for bulk samples collected,
and copies of the appropriate certifications for the laboratory used for analysis of samples taken during the asbestos survey. (g) Transmittal of Building/Structure Asbestos Survey
Information. One (1) copy of the results of the building/structure asbestos survey shall be immediately transmitted by the building/structure owner as follows: (1) One (1) copy of
the completed asbestos survey shall be sent by the owner or their agent to the local government entity charged with issuing a permit for such demolition, renovation, remodeling or repair
work under applicable State or local laws. (2) The completed asbestos survey for controlled demolition (as per Subpart 56-11.5) or pre-demolition asbestos projects shall also be submitted
to the appropriate Asbestos Control Bureau district office. (3) The completed asbestos survey shall be kept on the construction site with the asbestos notification and variance, if
required, throughout the duration of the asbestos project and any associated demolition, renovation, remodeling or repair project. (h) Removal Required. If the building/structure asbestos
survey finds that the portion of the building/structure to be demolished, renovated, remodeled, or have repair work contains ACM, 10 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600
Fax: 607.231.6650 www.delta-eas.com PACM, suspect miscellaneous ACM assumed to be ACM, or asbestos material, which is impacted by the work, the owner or the owner’s agent shall conduct,
or cause to have conducted, asbestos removal performed by a licensed asbestos abatement contractor in conformance with all standards set forth in this Part. All ACM, PACM, suspect miscellaneous
ACM assumed to be ACM, or asbestos material impacted by the demolition, renovation, remodeling or repair project shall be removed as per this Part, prior to access or disturbance by
other uncertified trades or personnel. No demolition, renovation, remodeling or repair work shall be commenced by any owner or the owner’s agent prior to the completion of the asbestos
abatement in accordance with the notification requirements of this Part. For multi-phased work, the access restriction for uncertified trades or personnel applies to each intermediate
portion of the entire project. Upon completion of the intermediate portion of the asbestos project, other trades or personnel may access that portion of the work site. For demolition
projects that are exempt from asbestos survey requirements due to being structurally unsound, the demolition is considered an asbestos project and shall proceed as per Section 56-11.5.
(1) All building/structure owners and asbestos abatement contractors on a demolition, renovation, remodeling, or repair project, which includes work covered by this Part, shall inform
all trades on the work site about PACM, ACM, asbestos material and suspect miscellaneous ACM assumed to be ACM at the work site. (i) Bidding. Bids may be advertised and contracts awarded
for demolition, remodeling, renovation, or repair work, but no work on the current intermediate portion of the project shall commence on the demolition, renovation, remodeling or repair
work by any owner or agent prior to completion of all necessary asbestos abatement work for the current intermediate portion of the entire project, in conformance with all standards
set forth in this Part. (j) Unidentified and Unassessed Asbestos. When any construction activity, such as demolition, remodeling, renovation or repair work, reveals PACM or suspect
miscellaneous ACM that has not been identified by the asbestos survey per this Part, or has not been identified by other inspections as per current OSHA or EPA requirements, all activities
shall cease in the area where the PACM or suspect miscellaneous ACM is found and the Asbestos Control Bureau shall be notified by telephone by the building/structure owner or their
representative, followed with a written notice in accordance with the notification requirements of this Part. Unassessed PACM or suspect miscellaneous ACM shall be treated and handled
as ACM and assumed to be ACM, unless proven otherwise by standard EPA and OSHA accepted methods, including multi-layered systems sampling protocols; subsequent analyses performed by
a laboratory that meets the requirements of Section 56-4.2 of this Part; and the analyses satisfies both NYS ELAP and federal requirements, including multi-layered sample analyses,
to document non-asbestos containing material. 2.2 Sample Analysis Bulk sample analysis was performed by American Science Team New York Inc., an independent laboratory approved/accredited
by the NYS Department of Health (ELAP), the American Industrial Hygiene Association (AIHA), and the National Voluntary Laboratory Accreditation Program (NVLAP). 11 860 Hooper
Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com Samples collected during the course of this survey fell into one of two categories. The first category
includes non-friable organically bound (NOB) materials. These materials are those which have an organic binder in their matrix and include items such as floor tiles, sheet flooring,
mastics, glazings, caulks and roofing materials. The second category includes non-NOB “friable” materials including parging, sheetrock, joint compound, wall insulations, and wallboard.
Analysis of all “NOB” materials was initially performed by Polarized Light Microscopy (PLM) following the New York State Department of Health ELAP 198.6 Gravimetric Reduction Methodology.
If a given sample was reported as non-asbestos following this analysis, it was then analyzed by Transmission Electron Microscopy (TEM) following the NYS DOH ELAP 198.4 Methodology.
Analysis of all “non-NOB” materials was performed by Polarized Light Microscopy (PLM) following the EPA 600/M4/82/020 and the NYS DOH ELAP 198.1 Methodologies. 2.3 Materials not sampled
There were several materials present at the site which were not considered “suspect” by the inspector and were not sampled. These included various fiberglass, foam, vinyl, silicone,
wood/cellulose products and concrete/cinder block/brick components. 12 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com 3.0 SURVEY FINDINGS,
CONCLUSIONS AND OBSERVATIONS 3.1) Low Rise 9 Certificate of Occupancy Enabling and Heater Replacements Project Asbestos Survey, Non-Asbestos Materials - Based on results from previous
sampling and results reported for samples collected during this Survey of accessible suspect materials present at Low Rise 9 with the potential to be impacted by the Certificate of
Occupancy Enabling and Heater Replacement Project, the following materials were identified as non-asbestos: Homogenous Area (HA) Non-Asbestos Material 01 Carpet Mastic 02 Tan
Interior Door Frame Caulk 03 Gray Interior Door Frame Caulk 05 Mastic from Light Grey Mottled 12" x 12" Floor Tile 06* Door Core Material from all door types with the exception of
the 2 listed below 07* Wall and Ceiling System Sheetrock 08* Wall and Ceiling System Joint Compound 10* All colors / sizes of Vinyl Cove Base 11* All Mastics from Vinyl Cove Bases
13* All Splined and Adhered 12" x 12" Ceiling Tiles 14* Terrazzo Flooring / Cove 15* Dumbwaiter Shaft Sheetrock 16* Dumbwaiter Shaft Joint Compound * - Material included in Cornell
4D Database, previously sampled by Delta, or previously sampled by “Other” Cornell Consultant 3.2) Low Rise 9 Certificate of Occupancy Enabling and Heater Replacements Project Asbestos
Survey, Asbestos Containing Materials - Based on results from previous sampling and results reported for samples collected during this Survey of accessible suspect materials present
at Low Rise 9 with the potential to be impacted by the Certificate of Occupancy Enabling and Heater Replacement Project, the following materials were identified as being asbestoscontaining:
Homogenous Area (HA) Asbestos Containing Materials 04 Light Grey Mottled 12" x 12" Floor Tile 06* Door Core Material from: - Weldwood 3/4 Hour Rated Wood Doors - Wood Doors
with “Missing Labels/Tags” 09* Mastic from Wood Cove Base 12* Interior Wiring present in all Ceiling-hung Heater Units * - Material included in Cornell 4D Database, previously sampled
by Delta, or previously sampled by “Other” Cornell Consultant 13 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com A breakdown of asbestos-containing
materials by Homogeneous Area is as follows: A) Light Grey Mottled 12" x 12" Floor Tile, HA 04*: The asbestos-containing floor tile is present in Room 9200JC approximately 2 square
feet is anticipated to be impacted by Rooms door frame Replacement Work. B) Door Core Material, HA06*: The suspect core materials present in the door slabs at the facility were previously
address by Delta, with the Weldwood 3/4 Hour Rated Wood Doors and Wood Doors with “Missing Labels/Tags” found to have asbestos core material. Each door slab has approximately 21 sf
of Asbestos Core Material, with a total of 16 asbestos cored doors anticipated to be removed as a part of the project. C) Mastic from Wood Cove Base Door Core Material, HA09*: The
mastic associated with the wood cove base at the facility was previously address by Delta and reported as being asbestos containing. This wood cove and associated ACM mastic will be
impacted by the project on all levels except the basement were new partitions / gates / walls are to be installed. D) Interior Wiring from Ceiling-hung Heater Units, HA12*: The interior
wiring present within ceilinghung heater units was previously sampled and reported to be asbestos containing. There is approximately 1 square foot of ACM wire wrap present in each
heater unit, with a total of 24 units being removed as a part of the project. 4.0 INACCESSIBLE AREAS Building sections, spaces and areas which were visible and accessible were inspected
and sampled as a part of this survey. Inaccessible areas such as wall cavities, fixed / hard ceiling plenum spaces, wet-walls \ and enclosed pipe chases could not be inspected without
select demolition. Any suspect materials present in those areas not accessible shall be assumed ACM when encountered, until tested. 14 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600
Fax: 607.231.6650 www.delta-eas.com APPENDIX A Asbestos Bulk Sample Report Form Material Asbestos PLM Result TEM Result Bulk Sample Description / Details Type Type % Asbestos
% Asbestos 2019.003.365 - 01A 01 1 Carpet Mastic, Stairwell 9100SB Miscellaneous ND ND ND 2019.003.365 - 01B 01 2 Carpet Mastic, Stairwell 9200SB Miscellaneous ND ND ND 2019.003.365
- 02A 02 2 Tan Door Frame Caulk, Room 9205 Miscellaneous ND ND ND 2019.003.365 - 02B 02 2 Tan Door Frame Caulk, Room 9205 Miscellaneous ND ND ND 2019.003.365 - 03A 03 3 Grey Door Frame
Caulk, Room 9302 Miscellaneous ND ND ND 2019.003.365 - 03B 03 4 Grey Door Frame Caulk, Room 9402 Miscellaneous ND ND ND 2019.003.365 - 04A 04 2 Light Grey Mottled 12" x 12" Floor Tile,
Room 9200JC Miscellaneous 2.5% NA/PS 2019.003.365 - 04B 04 2 Light Grey Mottled 12" x 12" Floor Tile, Room 9200JC Miscellaneous NA/PS NA/PS 2019.003.365 - 05A 05 2 Mastic from HA 04A
Miscellaneous ND ND ND 2019.003.365 - 05B 05 2 Mastic from HA 04B Miscellaneous ND ND ND Chrysotile Asbestos Bulk Sample Report Form Building Code: 3209 Sample 860 Hooper Road, Endwell,
NY 13760 Tel: 607.231.6600 Fax 607.231.66450 Client: Cornell University Delta Proj. No.: 2019.003.365 Asbestos Inspector: Thomas P. Ferro HA* Number of Samples Analyzed: PLM - 9 /
TEM - 8 Project: Low Rise 9 Certificate of Occupancy Enabling & Heater Replacements Project Asbestos Survey Number www.delta-eas.com Floor Dates Sampling Performed: 12/3/2020 Date
of Report: 12/7/2020 Laboratory: AmeriSci Labs Task Authorization No.: TA-386 / Work Order No.: 13005938 Number of Samples Collected: 10 Cornell University Low Rise 9 Certificate
of Occupancy and Heater Replacements Asbestos Bulk Sampling Page 1 of 1 15 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 www.delta-eas.com APPENDIX
B Laboratory Analytical Results 16 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 Website: www.delta-eas.com APPENDIX C Delta Engineers, Architects,
& Land Surveyors Company and Personnel Certifications New York State – Department of Labor Division of Safety and Health License and Certificate Unit State Campus, Building 12 Albany,
NY 12240 ASBESTOS HANDLING LICENSE Delta Engineers, Architects, Land Surveyors, & Landscape, Architects, D.P.C. 860 Hooper Road Endwell, NY 13760 FILE NUMBER: 05-0851 LICENSE
NUMBER: 29322 LICENSE CLASS: RESTRICTED DATE OF ISSUE: 10/06/2020 EXPIRATION DATE: 10/31/2021 Duly Authorized Representative – Stephen Prislupsky: This license has been issued
in accordance with applicable provisions of Article 30 of the Labor Law of New York State and of the New York State Codes, Rules and Regulations (12 NYCRR Part 56). It is subject
to suspension or revocation for a (1) serious violation of state, federal or local laws with regard to the conduct of an asbestos project, or (2) demonstrated lack of responsibility
in the conduct of any job involving asbestos or asbestos material. This license is valid only for the contractor named above and this license or a photocopy must be prominently displayed
at the asbestos project worksite. This license verifies that all persons employed 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. Eileen M. Franko, Director SH 432 (8/12) For the Commissioner of Labor 17 860
Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 Website: www.delta-eas.com APPENDIX D Laboratory Certifications 18 860 Hooper Road Endwell, NY 13760 Tel:
607.231.6600 Fax: 607.231.6650 Website: www.delta-eas.com APPENDIX E Bulk Sample Location Drawings 19 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax: 607.231.6650
Website: www.delta-eas.com APPENDIX F Photo Log Photos of materials sampled as a part of this Survey are included here 20 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600
Fax: 607.231.6650 Website: www.delta-eas.com HA 01 – Carpet Mastic, No Asbestos Detected HA 02 – Tan Door Frame Caulk, No Asbestos Detected 21 860 Hooper Road Endwell, NY 13760
Tel: 607.231.6600 Fax: 607.231.6650 Website: www.delta-eas.com HA 03 – Gray Tan Frame Caulk, No Asbestos Detected HA 04 - Light Grey Mottled 12" x 12" Floor Tile, Asbestos Containing
HA 05 – Mastic from Light Grey Mottled 12" x 12" Floor Tile, No Asbestos Detected CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS LOW RISE 9
CERTIFICATE GENERAL ENVIRONMENTAL 01 35 43-1 OF OCCUPANCY ENABLING REQUIREMENTS DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS 1.0 GENERAL
1.1 DESCRIPTION A. This Section and the listed Related Sections provides minimum requirements for the protection of the environment during the project. The requirements of this Section
shall apply to both Contractor and all tiers of sub-contractors involved in the project. 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 35 45 – Refrigerant Compliance 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. CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS LOW RISE 9 CERTIFICATE GENERAL ENVIRONMENTAL 01 35 43-2
OF OCCUPANCY ENABLING REQUIREMENTS DECEMBER 11, 2020 & HEATER REPLACEMENTS 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 NOISE AND VIBRATION A. Limit and control the nature and extent of activities at all times to minimize
the effects of noise and vibrations. Take adequate measures for keeping noise levels, as produced by construction related equipment, to safe and tolerable limits as set forth by the
Occupational Safety and Health Administration (OSHA), the New York State Industrial Code Guidelines and Ordinances and all City, Town and Local ordinances. Equip all construction equipment
presenting a potential noise nuisance with noise-muffling devices adequate to meet these requirements 1.6 DUST CONTROL A. Take adequate measures for controlling dust 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. 1.7 PROTECTION OF THE ENVIRONMENT A. Construction procedures observed by the Contractor, its subcontractors and other employees shall include protection of the environment, in
accordance with all pertinent Cornell standards, policies, local laws, executive orders, ordinances, and federal and state regulations. Construction procedures that are prohibited
in the undertaking of work associated with this Contract include, but are not limited to: 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. CORNELL UNIVERSITY SECTION 01 35 43 Ithaca,
New York GENERAL ENVIRONMENTAL REQUIREMENTS LOW RISE 9 CERTIFICATE GENERAL ENVIRONMENTAL 01 35 43-3 OF OCCUPANCY ENABLING REQUIREMENTS DECEMBER 11, 2020 & HEATER REPLACEMENTS 2. Indiscriminate,
arbitrary, or capricious operation of equipment in any stream corridors, any wetlands, or any surface waters. 3. Pumping of any silt-laden water from trenches or other excavations into
any storm sewers, sanitary sewers, drainage ways, wetlands, or surface waters. 4. Damaging vegetation beyond the extent necessary for construction of the facilities. 5. Disposal of
trees, brush, and other debris in any location on University property, unless such areas are specifically identified on the drawing or in the specifications or specifically approved
by the Owner’s site representative. 6. Permanent or unspecified alteration of the flow line of a stream. 7. Burning trash, project debris, or waste materials. B. Take all necessary
precautions to prevent silt or waste of any kind from entering any drainage or waterways or downstream properties as a result of the Work. C. Runoff of potable water used for concrete
curing or concrete truck or chute cleaning operations shall not be allowed to reach the storm water system or open water due to the levels of residual chlorine (New York State water
quality standards, 6 NYCRR Part 703.5) and other potential contaminants. If necessary, obtain permission from the local sewer authority and collect and pump the runoff to the sanitary
sewer. D. Limit the nature and extent of any activities that could result in the release or discharge of pollutants. Report any such release or discharge immediately to the Owner’s
Representative and clean up spills immediately, as detailed in Section 01 35 44 – Spill Control Procedures. 1.8 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK A. Obtain approval from the
Owner’s Representative prior to any temporary re-routing of piping and exhaust ductwork necessary for the completion of the Work. Submit re-routing plans to the Owner’s Representative
in writing. The following shall require approval of the Owner: 1. Temporary storm, sanitary or water line connections. 2. Temporary exhaust ductwork connections where such connections
may impact air emissions. B. Instruct all personnel to observe extreme caution when working in the vicinity of mechanical equipment and piping. Personnel shall not operate or tamper
with any existing valves, switches, or other devices or equipment without prior approval by the Owner’s Representative. CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL
ENVIRONMENTAL REQUIREMENTS LOW RISE 9 CERTIFICATE GENERAL ENVIRONMENTAL 01 35 43-4 OF OCCUPANCY ENABLING REQUIREMENTS DECEMBER 11, 2020 & HEATER REPLACEMENTS 1.9 HAZARDOUS OR TOXIC
MATERIALS A. Inform officers, employees, agents, contractors, subcontractors at every tier, and any other party which may come into contact with any hazardous or toxic materials as
a result of its performance hereunder of the nature of such materials, and any health and safety or environmental risks associated therewith. B. Do not use hazardous or toxic materials
in a manner that will violate Cornell University Policies or any state, federal, or municipal environmental health and safety regulations. In situations where the risks are unclear
consult with Environmental Health and Safety (EH&S) for guidance. C. Provide complete care and treatment for any injury sustained by any parties coming into contact with any hazardous
or toxic materials as a result of Contractor’s performance or failure to perform hereunder. D. At the completion of project Contractor shall remove all unused chemical products and
hazardous materials from campus. Transportation of these materials shall be in accordance with all federal, state, and local regulations. Request and receive written approval from
EH&S prior to disposal of any on-site disposal. 1.10 DISPOSAL OF WASTE MATERIAL AND TITLE A. Prior to start of work and first payment, Contractor shall prepare and submit “Contractor
Waste Material Disposal Plan” to the Owner’s Representative. The plan shall identify the waste transportation and treatment, storage or disposal (TSD) companies which will manage all
waste material and any site(s) for disposal of the waste material. Contractor must use this form to document waste disposal methods and locations. B. The “Contractor Waste Material
Disposal Plan” form, together with definitions associated with the form waste descriptions. Forms may be downloaded at: https://ehs.cornell.edu/sites/default/files/resourcefiles/FRM_CWMDPContracto
rWasteMaterialDisposalPlan.pdf 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*** CORNELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL LOW RISE 9 CERTIFICATE SPILL CONTROL 01 35 44-1
OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 35 44 SPILL CONTROL 1.0 GENERAL 1.1 SPILL PREVENTION A. In order to minimize the potential for discharge to
the environment of oil, petroleum, or hazardous substances on site, the following requirements shall apply to all projects: 1. All oil, petroleum, or hazardous materials stored or
relocated temporarily on site during the construction process shall be stored in such a manner as to provide protection from vehicular damage and to provide containment of leaks or
spills. Horizontal diked oil storage tanks, temporary berms or barriers, or similar methods shall be employed as appropriate at each site. 2. Any on-site filling or dispensing activities
shall occur within an area in which a temporary berm, boom, or similar containment barrier has been placed to prevent the inadvertent discharge to the environment of harmful quantities
of any products. 3. All oil, petroleum, or hazardous materials stored on site shall be located in such a manner as to minimize the potential of damage from construction operations or
vehicles, away from drainage ways and environmentally sensitive areas, and in accordance with all fire and safety codes. B. Remove immediately from the site any storage, dispensing,
or operating equipment that is leaking oil or hazardous substances or is in anyway unsuitable for the safe storage of such materials. 1.2 SPILL CONTROL PROCEDURES All Contractor personnel
working at the project site shall be knowledgeable of the potential health and safety concerns associated with petroleum and other hazardous substances that could potentially be released
at the project site. Following are a list of activities that should be conducted by the Contractor in the event of an oil/petroleum spill or the release of any other hazardous substance.
In the event of a large quantity spill that would require cleanup procedures that are beyond the means of the Contractor, an emergency spill cleanup contractor shall be hired by the
Contractor. In the event the Contractor has the personnel necessary to clean up the spill, the following procedures shall be followed: A. Personnel discovering/responding to a spill
shall: 1. Identify and locate the source of the spill. If unsafe conditions exist, leave the area, inform nearby personnel, notify the site supervisor, and initiate spill reporting
(Section 1. 3). CORNELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL LOW RISE 9 CERTIFICATE SPILL CONTROL 01 35 44-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER
REPLACEMENTS 2. Limit the discharge of product, if safely possible, by: (1) diverting discharge to a containment area; (2) creating temporary dikes with soils or other available materials;
and (3) utilizing sorbent materials. If secondary containment is present, verify that valves and drains are closed prior to diverting the product to this area. 3. The individual discovering
a spill shall initiate containment procedures to prevent material from reaching a potential migratory route, through implementation of the following actions, or any other methods necessary.
Methods employed shall not compromise worker safety. a. Stop the spill at once (if possible). b. Extinguish sources of ignition (e.g., flames, sparks, hot surfaces, cigarettes, etc.).
c. Clear personnel from the spill location and rope off the area. d. Utilize available spill control equipment in an effort to ensure that fires, explosions, and releases do not occur,
recur, or spread. e. Use sorbent materials to control the spill at the source. f. Construct a temporary containment dike of sorbent materials, cinder blocks, bricks, or other suitable
materials to help contain the spill. g. Attempt to identify the character, exact source, amount, and area of the released materials. Identification of the spilled material should be
made as soon as possible so that the appropriate cleanup procedure can be identified. h. Assess possible hazards to human health or the environment as a result of the release, fire,
or explosion. i. If spill response measures involve the temporary cessation of any operations, the Contractor shall monitor the affected equipment for: (1) leaks; (2) pressure buildup;
(3) gas generation; or (4) ruptures in valves, pipes, or other equipment. B. Spill Cleanup: 1. Following containment of the spill, the following spill cleanup procedures shall be initiated.
a. Use proper waste containers. b. Remove bulk liquid by using vacuum, pump, sorbents, or shovel and place material in properly labeled waste container. Be sure not to collect incompatible
or reactive substances in the same container. c. Cleanup materials not reclaimed on-site shall be disposed of in accordance with all applicable state and federal regulations. CORNELL
UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL LOW RISE 9 CERTIFICATE SPILL CONTROL 01 35 44-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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.
CORNELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL LOW RISE 9 CERTIFICATE SPILL CONTROL 01 35 44-4 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. CORNELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL LOW RISE 9 CERTIFICATE SPILL CONTROL 01 35 44-5 OF OCCUPANCY
ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 7. The extent of the actual and potential water pollution. 8. The name and telephone number of the person in charge of operations at
the spill site. 9. The steps being taken or proposed to contain and cleanup the released or spilled material and any precautions taken to minimize impacts, including evacuation. 10.
The extent of injuries, if any. 11. Any known or anticipated acute or chronic health risks associated with the emergency, and information regarding necessary medical attention for exposed
individuals. 12. Assistance required, if any. If the release of a hazardous substance or oil occurs in an amount which exceeds a reportable quantity (RQ) as defined in 40 CFR Part 110,
40 CFR Part 117, 40 CFR Part 302, or 6 NYCRR Part 597, then the Contractor shall do the following: 1. Call to the National Response Center shall be made by the person in charge of the
site. The applicable phone numbers are 1-800-424-8802 or 1-202-426-2675. 2. Within 14 days of the release, submit a written description of the release. The description should include:
(1) a description of the release, (2) the type of material released, (3) estimated amount of the spill; (4) the date of the release, (5) an explanation of why the release occurred;
and (6) a description of the measures to be implemented to prevent and control future releases. (1)Reportable Quantity: A Reportable Quantity is the quantity of a hazardous substance
or oil that triggers reporting requirements under the Comprehensive Emergency Response, Compensation, and Liability Act (CERCLA) (USEPA, September 1992). While the Contractor is legally
responsible for knowing the risks of materials that are part of construction, members of the owner’s spill response team have access to information that may help identify these quantities
with you. (2)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*** CORNELL UNIVERSITY SECTION 01 35 45 Ithaca, New York REFRIGERANT COMPLIANCE LOW RISE 9 CERTIFICATE REFRIGERANT COMPLIANCE 01 35 45-1 OF OCCUPANCY ENABLING DECEMBER
11, 2020 & HEATER REPLACEMENTS SECTION 01 35 45 REFRIGERANT COMPLIANCE 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall be responsible and accountable for compliance with the EPA
Clean Air Act (CAA) Section 608, 40 CFR Part 82 and any state or local codes for all refrigerant-related work. In general, an EPA-certified technician shall perform any activity involving
refrigerant-containing equipment that includes: (1) attaching and detaching hoses and gauges to and from refrigerant containing equipment to measure pressure; (2) adding refrigerant
to, or removing refrigerant from equipment; or (3) any other activity that violates the integrity of a refrigerant containing circuit (for example any activity where a refrigerant containing
circuit is ‘opened’ in any manner). B. Refrigerant and oil shall be recovered from any equipment that does not meet the definition of a small appliance in 40CFR Part 82 Subpart F before
removal and subsequent disposal. Small appliances (as defined in 40CFR Part 82 Subpart F) may be removed from the site with the charge (refrigerant) intact, provided it is properly
labeled and handled in such a manner so as to prevent damage to coils. Small Appliances are defined in 40CFR Part 82 Subpart F as: Any appliance that is fully manufactured, charged,
and hermetically sealed in a factory with five (5) pounds or less of a Class I or Class II substance used as a refrigerant, including, but not limited to, refrigerators and freezers
(designed for home, commercial, or consumer use), medical or industrial research refrigeration equipment, room air conditioners (including window air conditioners and packaged terminal
air heat pumps), dehumidifiers, under-thecounter ice makers, vending machines, and drinking water coolers. C. All new equipment installed shall utilize non-CFC refrigerants. 1.2 SUBMITTALS
A. Prior to starting construction, demolition, or service work Contractor shall provide to Owner a list of all service technicians with EPA certification numbers and level of certification.
(Copies of EPA certification cards are acceptable for those who will be working on the site.) 1.3 RECORD DOCUMENTS A. Contractor shall provide to the Owners Representative all Service
Invoices (or equivalent service documentation acceptable to owner) for all work performed by EPA- certified Technicians. Service Invoices (or equivalent documentation) shall include
the following information at a minimum for each piece of refrigerant containing equipment serviced: • Date of Service • Name of EPA-Certified Technician • Technicians Certification
Level • Type of Equipment Serviced CORNELL UNIVERSITY SECTION 01 35 45 Ithaca, New York REFRIGERANT COMPLIANCE LOW RISE 9 CERTIFICATE REFRIGERANT COMPLIANCE 01 35 45-2 OF OCCUPANCY
ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS • Equipment Manufacture • Equipment Model and Serial Number • Description of Service Performed • Date Leak Discovered (if applicable)
• Date Leak Repaired (if applicable) • Date Follow-Up Leak Test Performed (if applicable) • Type of Refrigerant • Normal System Full Charge (in pounds) • Amount of Initial Refrigerant
Charge Recovered During Service • Amount of Recovered Refrigerant Returned to System • Type of Additional Refrigerant Added to System • Amount of Additional Refrigerant Charged to System
• System Charge at End of Service B. Contractor shall provide to Cornell’s Environmental Health and Safety Office and IPP Facilities Management Administration Preventative Maintenance
Group, via the Owner’s Representative, complete equipment documentation including: make, model number, serial number, refrigerant type and full refrigerant charge (quantity), equipment
ID tag number and location (room number) for all equipment installed that does not meet the definition of a small appliance (40CFR Part 82). C. Contractor shall provide Owners Representative
a copy of complete manifests, invoices, or other documentation showing any refrigerant removed from the project by the contractor was disposed of appropriately or reclaimed by an EPA-certified
reclaimer. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1 LEAK TESTING A. All new equipment not meeting the definition of a small appliance, including packaged equipment, factory charged,
field charged, split systems or field-constructed systems with field-installed refrigerant piping shall be leak tested prior to or during startup. Leak testing shall utilize appropriate
electronic leak-testing equipment. B. Leak testing shall be conducted by an EPA-certified technician. The contractor shall provide written verification of the leak testing and results.
C. If a leak is detected, the following procedure shall be followed: 1. Notify the Owner’s Site Representative (who will notify the Refrigerant Compliance Coordinator). 2. Document
the leak. 3. Repair the leak. CORNELL UNIVERSITY SECTION 01 35 45 Ithaca, New York REFRIGERANT COMPLIANCE LOW RISE 9 CERTIFICATE REFRIGERANT COMPLIANCE 01 35 45-3 OF OCCUPANCY ENABLING
DECEMBER 11, 2020 & HEATER REPLACEMENTS 4. Document the procedures followed. 5. Leak test to verify the leak was repaired. 6. Schedule and provide a 30-day follow-up verification leak
test witnessed by a designated HVAC technician. 7. Document follow-up leak testing. 8. Repeat the above process if follow-up leak is detected. 3.2 DEMOLITION PROCEDURE FOR EQUIPMENT
REMOVED BY CONTRACTOR A. The Contractor, in contractor-provided refrigerant recovery cylinders, shall take ownership of the recovered refrigerant and transport off site to a proper
disposal company or certified reclaimer. B. Service Invoices, as described in RECORD DOCUMENTS, shall be provided. C. The Contractor technician shall tag the unit that the refrigerant
was removed. D. Once an EPA-certified technician has removed the refrigerant and tagged the unit, a noncertified person may perform the remainder of the demolition. ***END OF SECTION
01 35 45*** CORNELL UNIVERSITY SECTION 01 41 00 Ithaca, New York REGULATORY REQUIREMENTS LOW RISE 9 CERTIFICATE REGULATORY REQUIREMENTS 01 41 00-1 OF OCCUPANCY ENABLING DECEMBER 11,
2020 & HEATER REPLACEMENTS SECTION 01 41 00 REGULATORY REQUIREMENTS 1.0 GENERAL 1.1 PERMITS AND LICENSES A. The Contractor shall obtain, maintain and pay for all permits and licenses
necessary for the execution of the Work and for the use of such Work when completed. Such permits shall include but are not limited to building, electrical, plumbing, backflow prevention,
dig safe, fill, street use and building demolition. 1. City of Ithaca building permit applications shall be presented for review at the regularly scheduled Owner’s meeting with the
Authority Having Jurisdiction (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 Construction / Building / Hot Work and Occupancy permits shall be issued
and maintained through the City of Ithaca. D. Ithaca Fire Department Permitting: 1. A permit is required from the Ithaca Fire Department to install or substantially repair a fire suppression,
fire detection, or fire alarm system as such as defined under the Uniform Code of New York State. 2. If the scope of work is classified under the Existing Building Code of NYS as Alteration
–Level 1; Alteration – Level 2; Alteration – Level 3; or Addition; a permit from the Ithaca Fire Department is required for all work affecting the fire suppression, fire detection,
or fire alarm system for that building. A building permit is also required for this type of work. 3. Work classified as a ‘Repair’ under the Existing Building Code of NYS does not
require a permit from the Ithaca Fire Department. 1.2 INSPECTIONS A. Apply for and obtain all required inspections, pay all fees and charges for same, include all service charges, pavement
cuts and repairs. 1.3 COMPLIANCE A. The Contractor shall give all notices, pay all fees and comply with all laws, rules and regulations applicable to the Work. CORNELL UNIVERSITY SECTION
01 41 00 Ithaca, New York REGULATORY REQUIREMENTS LOW RISE 9 CERTIFICATE REGULATORY REQUIREMENTS 01 41 00-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 1.4 OWNER’S
REQUIREMENTS A. The Contractor, Subcontractors, and employees of the Contractor and Subcontractors shall comply with all regulations governing conduct, access to the premises, operation
of equipment and systems, and conduct while in or near the premises and shall perform the Work in such a manner as not to unreasonably interrupt or interfere with the conduct of business
of the Owner. B. Upon completion of the project, the Contractor agrees to provide the Owner with a summary of municipal permit fees paid. This shall include the name of the permits
secured, the permit fees paid by the Contractor and a copy of the permit. If no permit fees were required, the Contractor shall so state, in writing, upon completion of the project.
2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 41 00*** CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01
42 00-1 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. NYS Uniform Code a. International Building Code b. International Residential Code c. International Existing Building Code d. International Fire Code e. International Plumbing
Code f. International Mechanical Code g. International Fuel Gas Code h. International Property Maintenance Code i. Uniform Code Supplement 2. NYS Energy Code a. International Energy
Conservation Code b. ASHRAE 90.1 c. Energy Code Supplement 3. National Electric Code 4. Occupational Safety and Health Administration (OSHA). 5. Life Safety Code NFPA 101. 6. All local
ordinances 7. Plans and Specifications in excess of code requirements and not contrary to same. CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE
REFERENCES 01 42 00-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. 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. CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES
01 42 00-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. 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; CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01 42 00-4 OF OCCUPANCY
ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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 - International Brotherhood
of Electrical Workers Local #267 - United Association of Plumbers and Steamfitters Local #281 - United Brotherhood of Carpenters Local #3NY - International Union of Bricklayers and
Allied Craftworkers Local #178 - International Union of Painters and Allied Trades Local #112 - International Brotherhood of Sheetmetal Workers Local #785 - Laborers International Union
of North America The definition of craft maintenance as applied to this agreement shall be as follows: All work associated with the demolition, repair, replacement, improvement to
or construction of equipment, buildings, structures, utilities, and/or system or components thereof. Craft maintenance for trades assistants shall be limited to work assigned to individuals
employed as building trade laborers and which directly assists the craft work performed by other employees covered by this agreement; the Employer is free to assign such work; provided,
however, such assignment does not fall within the craft performed by other employees covered by this agreement. 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. CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES
01 42 00-5 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS ADAAG Americans with Disabilities Act (ADA) (800) 872-2253 Architectural Barriers Act (ABA) (202) 272-0080
Accessibility Guidelines for Buildings and Facilities Available from Access Board www.access-board.gov CFR Code of Federal Regulations (866) 512-1800 Available from Government
Printing Office (202) 512-1800 www.gpoaccess.gov/cfr/index.html FS Federal Specification (215) 697-6257 Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mil
Available from Defense Standardization Program www.dps.dla.mil Available from General Services Administration (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 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES
01 42 00-6 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS AATCC American Association of Textile Chemists and Colorists (The) (919) 549-8141 www.aatcc.org ABAA Air
Barrier Association of America (866) 956-5888 www.airbarrier.org ABMA American Bearing Manufacturers Association (202) 367-1155 www.abma-dc.org ACI ACI International (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 AHAM Association of Home Appliance Manufacturers (202) 872-5955 www.aham.org
AI Asphalt Institute (859) 288-4960 www.asphaltinstitute.org AIA American Institute of Architects (The) (800) 242-3837 www.aia.org (202) 626-7300 AISC American Institute
of Steel Construction (800) 644-2400 www.aisc.org (312) 670-2400 AISI American Iron and Steel Institute (202) 452-7100 www.steel.org AITC American Institute of Timber Construction
(303) 792-9559 www.aitc-glulam.org ALCA Associated Landscape Contractors of America (Now PLANET - Professional Landcare Network) CORNELL UNIVERSITY SECTION 01 42 00 Ithaca,
New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01 42 00-7 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS ALSC American Lumber Standard Committee, Incorporated
(301) 972-1700 www.alsc.org AMCA Air Movement and Control Association International, Inc. (847) 394-0150 www.amca.org ANSI American National Standards Institute (202) 293-8020
www.ansi.org AOSA Association of Official Seed Analysts, Inc. (505) 522-1437 www.aosaseed.com APA APA - The Engineered Wood Association (253) 565-6600 www.apawood.org
APA Architectural Precast Association (239) 454-6989 www.archprecast.org API American Petroleum Institute (202) 682-8000 www.api.org ARI Air-Conditioning & Refrigeration
Institute (703) 524-8800 www.ari.org ARMA Asphalt Roofing Manufacturers Association (202) 207-0917 www.asphaltroofing.org ASCE American Society of Civil Engineers (800) 548-2723
www.asce.org (703) 295-6300 ASHRAE American Society of Heating, Refrigerating and (800) 527-4723 Air-Conditioning Engineers (404) 636-8400 www.ashrae.org ASME ASME International
(800) 843-2763 (The American Society of Mechanical Engineers International) (973) 882-1170 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 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES
01 42 00-8 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS AWS American Welding Society (800) 443-9353 www.aws.org (305) 443-9353 AWWA American Water Works Association
(800) 926-7337 www.awwa.org (303) 794-7711 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 CIMA Cellulose Insulation Manufacturers Association (888) 881-2462 www.cellulose.org (937) 222-2462 CISCA Ceilings & Interior Systems Construction Association
(630) 584-1919 www.cisca.org CISPI Cast Iron Soil Pipe Institute (423) 892-0137 www.cispi.org CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583 www.chainlinkinfo.org
CPA Composite Panel Association (301) 670-0604 www.pbmdf.com CPPA Corrugated Polyethylene Pipe Association (800) 510-2772 www.cppa-info.org (202) 462-9607 CRI Carpet &
Rug Institute (The) (800) 882-8846 www.carpet-rug.com (706) 278-3176 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01 42 00-9
OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS CRSI Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.org CSI Cast Stone Institute (770) 972-3011 www.caststone.org
CSI Construction Specifications Institute (The) (800) 689-2900 www.csinet.org (703) 684-0300 CSSB Cedar Shake & Shingle Bureau (604) 820-7700 www.cedarbureau.org CTI Cooling
Technology Institute (281) 583-4087 www.cti.org DHI Door and Hardware Institute (703) 222-2010 www.dhi.org EIA Electronic Industries Alliance (703) 907-7500 www.eia.org
EIMA EIFS Industry Members Association (800) 294-3462 www.eima.com (770) 968-7945 EJCDC Engineers Joint Contract Documents Committee (703) 295-5000 www.ejdc.org EJMA Expansion
Joint Manufacturers Association, Inc. (914) 332-0040 www.ejma.org ESD ESD Association (315) 339-6937 www.esda.org FMG FM Global (401) 275-3000 www.fmglobal.com FSA Fluid
Sealing Association (610) 971-4850 www.fluidsealing.com FSC Forest Stewardship Council 49 228 367 66 0 www.fsc.org GA Gypsum Association (202) 289-5440 www.gypsum.org
GANA Glass Association of North America (785) 271-0208 www.glasswebsite.com GS Green Seal (202) 872-6400 www.greenseal.org CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York
REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01 42 00-10 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS GSI Geosynthetic Institute (610) 522-8440 www.geosynthetic-institute.org
HI Hydraulic Institute (888) 786-7744 www.pumps.org (973) 267-9700 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 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca,
New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01 42 00-11 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS ISSFA International Solid Surface Fabricators Association
(877) 464-7732 www.issfa.net (702) 567-8150 ITS Intertek (800) 345-3851 www.intertek.com (713) 407-3500 ITU International Telecommunication Union 41 22 730 51 11 www.itu.int/home
KCMA Kitchen Cabinet Manufacturers Association (703) 264-1690 www.kcma.org LMA Laminating Materials Association (Now part of CPA) LPI Lightning Protection Institute (800)
488-6864 www.lightning.org (804) 314-8955 MBMA Metal Building Manufacturers Association (216) 241-7333 www.mbma.com MFMA Maple Flooring Manufacturers Association, Inc. (847)
480-9138 www.maplefloor.org MFMA Metal Framing Manufacturers Association (312) 644-6610 www.metalframingmfg.org MHIA Material Handling Industry of America (800) 345-1815
www.mhia.org (704) 676-1190 MIA Marble Institute of America (440) 250-9222 www.marble-institute.com MPI Master Painters Institute (888) 674-8937 www.paintinfo.com MSS Manufacturers
Standardization Society of The Valve and (703) 281-6613 Fittings Industry Inc. www.mss-hq.com NAAMM National Association of Architectural Metal Manufacturers (312) 332-0405
www.naamm.org NACE NACE International (800) 797-6623 (National Association of Corrosion Engineers International) (281) 228-6200 www.nace.org NADCA National Air Duct Cleaners
Association (202) 737-2926 www.nadca.com CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01 42 00-12 OF OCCUPANCY ENABLING DECEMBER
11, 2020 & HEATER REPLACEMENTS NAIMA North American Insulation Manufacturers Association (703) 684-0084 www.naima.org NBGQA National Building Granite Quarries Association, Inc.
(800) 557-2848 www.nbgqa.com NCAA National Collegiate Athletic Association (The) (317) 917-6222 www.ncaa.org 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 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW
RISE 9 CERTIFICATE REFERENCES 01 42 00-13 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS NLGA National Lumber Grades Authority (604) 524-2393 www.nlga.org NOFMA
NOFMA: The Wood Flooring Manufacturers Association (901) 526-5016 www.nofma.org NRCA National Roofing Contractors Association (800) 323-9545 www.nrca.net (847) 299-9070 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 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01 42 00-14 OF OCCUPANCY ENABLING DECEMBER 11,
2020 & HEATER REPLACEMENTS RIS Redwood Inspection Service (888) 225-7339 www.calredwood.org (415) 382-0662 SAE SAE International (877) 606-7323 www.sae.org (724) 776-4841 SBI
Steel Boiler Institute SDI Steel Deck Institute (847) 458-4647 www.sdi.org 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 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01 42 00-15 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS
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 Roofing Institute (312) 670-4177 www.tileroofing.org UFPO Underground Facilities Protective
Organization (800) 962-7962 www.ufpo.org (800) 962-7811 UL Underwriters Laboratories Inc. (877) 854-3577 www.ul.com (847) 272-8800 UNI Uni-Bell PVC Pipe Association (972) 243-3902
www.uni-bell.org USGBC U.S. Green Building Council (202) 828-7422 www.usgbc.org WASTEC Waste Equipment Technology Association (800) 424-2869 www.wastec.org (202) 244-4700
WCSC Window Covering Safety Council (800) 506-4636 www.windowcoverings.org WDMA Window & Door Manufacturers Association (800) 223-2301 www.wdma.com CORNELL UNIVERSITY
SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01 42 00-16 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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 (800) 638-2772 www.cpsc.gov (301) 504-7923 DOC Department of Commerce (202) 482-2000
www.commerce.gov DOD Department of Defense (215) 697-6257 http://.dodssp.daps.dla.mil DOE Department of Energy (202) 586-9220 www.energy.gov CORNELL UNIVERSITY SECTION 01
42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01 42 00-17 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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 USPS Postal Service (202) 268-2000
www.usps.com CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES LOW RISE 9 CERTIFICATE REFERENCES 01 42 00-18 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS
2.0 PRODUCTS - NOT USED 3.0 EXECUTION - NOT USED ***END OF SECTION 01 42 00*** CORNELL UNIVERSITY SECTION 01 45 00 Ithaca, New York QUALITY CONTROL LOW RISE 9 CERTIFICATE QUALITY
CONTROL 01 45 00-1 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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: i. Appointment ii. Appointment of official representatives of participants in the Project. iii. Review of existing conditions and affected work, and testing thereof as
required. iv. Review of installation procedures and requirements. v. Review of environmental and site condition requirements. vi. Schedule of the applicable portions of the Work. vii.
Schedule of submission of samples, color chips, and items for Owners consideration. viii. Requirements for temporary facilities, site sign, offices, storage sheds, utilities, fences,
Section 01500. ix. Requirements for notification for reviews. Allow a minimum of 48 hour notice to Architect for review of the Work. CORNELL UNIVERSITY SECTION 01 45 00 Ithaca, New
York QUALITY CONTROL LOW RISE 9 CERTIFICATE QUALITY CONTROL 01 45 00-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. CORNELL UNIVERSITY SECTION 01 45 00 Ithaca, New York QUALITY CONTROL LOW RISE 9 CERTIFICATE QUALITY CONTROL 01 45 00-3 OF OCCUPANCY ENABLING
DECEMBER 11, 2020 & HEATER REPLACEMENTS 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 nonconforming 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*** CORNELL UNIVERSITY SECTION 01 45 29 Ithaca, New York TESTING LABORATORY SERVICES LOW RISE 9 CERTIFICATE TESTING LABORATORY SERVICES 01 45 29-1 OF OCCUPANCY ENABLING DECEMBER
11, 2020 & HEATER REPLACEMENTS 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 perform 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 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. 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. CORNELL UNIVERSITY SECTION 01 45 29 Ithaca, New York TESTING LABORATORY
SERVICES LOW RISE 9 CERTIFICATE TESTING LABORATORY SERVICES 01 45 29-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. 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. CORNELL UNIVERSITY SECTION 01 45 29 Ithaca, New York TESTING LABORATORY SERVICES LOW RISE 9 CERTIFICATE TESTING LABORATORY SERVICES 01
45 29-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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 performed after such notice, reimburse laboratory for personnel and travel expenses incurred due to Contractor's responsibility. 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*** CORNELL UNIVERSITY SECTION 01 45 33 Ithaca, New York CODE-REQUIRED SPECIAL INSPECTIONS AND PROCEDURES LOW RISE 9 CERTIFICATE CODE-REQUIRED SPECIAL INSPECTIONS
01 45 33-1 OF OCCUPANCY ENABLING AND PROCEDURES DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 45 33 CODE REQUIRED SPECIAL INSPECTIONS AND PROCEDURES 1.0 GENERAL 1.1 REQUIREMENTS
A. Special Inspections and Structural Testing shall be in accordance with Chapter 17 of the Building Code of New York State (BCNYS). B. Hold a Special Inspections preconstruction meeting
at least seven (7) days prior to the initial planned date for start of construction. 1. Discussion shall include the following: a. Review of specifications and Schedule of Special
Inspections for work requiring Special Inspections. b. Responsibilities of Contractor, Owner, Testing Agency, Special Inspector, and Registered Design Professional. c. Notification
and reporting procedures. 2. Attendees shall include the Contractor, Owner’s representative, Testing Agency, Special Inspector, and Registered Design Professionals for Structural Engineering
and for Architecture. 1.2 DEFINITIONS A. Registered Design Professional: The licensed Professional Engineer or Registered Architect whose seal appears on the Construction Drawings.
B. Code Enforcement Official: The Officer or other designated authority charged with administration and enforcement of the BCNYS. C. Testing/Inspecting Agency: An agent retained by
the Special Inspector or by the Owner and coordinated by the Special Inspector, to perform some of the inspection services on behalf of the Special Inspector. (An example of an Inspecting
Agent is a Geotechnical Engineer.) D. Statement of Special Inspections: A document prepared by the Registered Design Professional and filed with and approved by the Code Enforcement
Official that includes the Schedule of Special Inspections listing the materials and work requiring Special Inspections. This document includes the inspections and verifications required
for the project and the individuals, agencies, and/or firms who will be retained to perform these services. E. Continuous Special Inspection: The full-time observation of work by the
Special Inspector or Testing Agency while the work is being performed. CORNELL UNIVERSITY SECTION 01 45 33 Ithaca, New York CODE-REQUIRED SPECIAL INSPECTIONS AND PROCEDURES LOW RISE
9 CERTIFICATE CODE-REQUIRED SPECIAL INSPECTIONS 01 45 33-2 OF OCCUPANCY ENABLING AND PROCEDURES DECEMBER 11, 2020 & HEATER REPLACEMENTS F. Periodic Special Inspections: The part-time
or intermittent observation of work by the Special Inspector or Testing Agency for work that has been or is being performed and at the completion of the work. 1.3 QUALIFICATIONS A.
The Special Inspector and Testing/Inspecting Agency shall be accepted by the Owner. B. Special Inspections shall be performed by agents who have relevant experience for each category
of inspections indicated on the drawings. C. Minimum qualifications of inspection agents are indicated on the drawings. 1.4 SUBMITTALS A. The Special Inspector and Testing/Inspecting
Agency shall submit to the Registered Design Professional and Code Enforcement Official for review, a copy of their qualifications including the names and qualifications of each of
the individual inspectors and technicians who will be performing inspections or tests. B. The Special Inspector and Testing/Inspecting Agency shall disclose any past or present business
relationship or potential conflict of interest with the Contractor or any of the Subcontractors whose work will be inspected or tested. 1.5 PAYMENT A. The Owner will engage and pay
for the services of the Special Inspector and Testing/Inspecting Agency. B. If any materials requiring Special Inspections are fabricated in a plant not located within 200 miles of
the project site, the Contractor shall be responsible for the travel expenses of the Special Inspector or Testing/Inspecting Agency. C. The Contractor shall be responsible for the cost
of any retesting or re-inspection of work failing to comply with the requirements of the Contract Documents. 1.6 OWNER RESPONSIBILITIES A. The Owner will provide the Special Inspector
with a complete set of Contract Documents sealed by the Registered Design Professional and approved by the Code Enforcement Official. 1.7 CONTRACTOR RESPONSIBILITIES A. The Contractor
shall cooperate with the Special Inspector and his agents so that Special Inspections and testing may be performed without hindrance. CORNELL UNIVERSITY SECTION 01 45 33 Ithaca, New
York CODE-REQUIRED SPECIAL INSPECTIONS AND PROCEDURES LOW RISE 9 CERTIFICATE CODE-REQUIRED SPECIAL INSPECTIONS 01 45 33-3 OF OCCUPANCY ENABLING AND PROCEDURES DECEMBER 11, 2020 & HEATER
REPLACEMENTS B. As indicated in the Schedule of Special Inspections, the Contractor shall notify the Special Inspector and/or Testing/Inspecting Agency at least 48 hours in advance
of a required inspection or test. C. The Contractor shall provide incidental labor and facilities to provide access to the work to be inspected or tested, to obtain and handle samples
at the site or at source of products to be tested, to facilitate tests and inspections, and for storage and curing of test samples. D. If Special Inspections or testing require the
use of the Contractor’s scaffolding to access work areas, the Contractor shall provide a competent person to perform the daily evaluation of the scaffolding to verify that it is safe
to use. The Contractor shall notify the Special Inspector and Testing Agent of this review before each use. The Contractor is responsible for the safe assembly and stability of the
scaffolding. E. The Contractor shall keep the latest set of Construction Drawings, field sketches, accepted shop drawings, and specifications at the project site for field use by the
Inspectors and Testing Technicians. F. The Contractor shall perform remedial work (if required) and sign non-conformance reports stating that remedial work has been completed. The Contractor
shall submit signed reports to the Special Inspector as work proceeds. G. The Special Inspection program shall in no way relieve the Contractor of his obligation to perform work in
accordance with the requirements of the Contract Documents or from implementing an effective Quality Control program. H. The Contractor shall be solely responsible for construction
site safety. 1.8 LIMITS ON AUTHORITY A. The Special Inspector or Testing/Inspecting Agency shall not release, revoke, alter, or enlarge on the requirements of the Contract Documents.
B. The Special Inspector or Testing/Inspecting Agency shall not have control over the Contractor’s means and methods of construction. C. The Special Inspector or Testing/Inspecting
Agency shall not be responsible for construction site safety. D. The Special Inspector or Testing/Inspecting Agency shall not have the authority to stop the work. 2.0 INSPECTIONS AND
TESTING A. The Contractor shall follow the Special Inspection requirements developed by the Architect/Engineer of Record. CORNELL UNIVERSITY SECTION 01 45 33 Ithaca, New York CODE-REQUIRED
SPECIAL INSPECTIONS AND PROCEDURES LOW RISE 9 CERTIFICATE CODE-REQUIRED SPECIAL INSPECTIONS 01 45 33-4 OF OCCUPANCY ENABLING AND PROCEDURES DECEMBER 11, 2020 & HEATER REPLACEMENTS
3.0 DOCUMENTATION 3.1 RECORDS AND REPORTS A. Detailed reports shall be prepared of each test or inspection. The reports shall include the following general information: 1. Project
name and number. 2. Date of test or inspection. 3. Name of Testing Agency or Inspecting Agency. 4. Name of technician or inspector. 5. Weather conditions. 6. Locations and elevations
of specific areas tested or inspected referenced to gridlines. 7. Description of test or inspection. 8. Reference to applicable ASTM standard. 9. Summary of observations, results, and
recommendations. 10. Description of any areas or materials requiring retesting or re-inspection. B. Concrete compressive strength test reports shall contain the following information:
1. Name of Contractor and concrete supplier. 2. Name of concrete testing service. 3. Name of technician making and testing specimens. 4. Truck number and delivery ticket number. 5.
Date and location within the structure of concrete placement. 6. Concrete type, class, mix proportions of materials, and design compressive strength at 28 days. 7. Slump, air content,
unit weight, and concrete temperature. 8. Total time period between batching and completion of placement for each truck. 9. Compressive strength and type of break for all tests. C.
Field reports for concrete inspection shall contain the general information noted above, plus ambient temperature and cylinder numbers. D. Test reports for masonry materials shall
include proportions, composition, and compressive strength. CORNELL UNIVERSITY SECTION 01 45 33 Ithaca, New York CODE-REQUIRED SPECIAL INSPECTIONS AND PROCEDURES LOW RISE 9 CERTIFICATE
CODE-REQUIRED SPECIAL INSPECTIONS 01 45 33-5 OF OCCUPANCY ENABLING AND PROCEDURES DECEMBER 11, 2020 & HEATER REPLACEMENTS 3.2 COMMUNICATION A. The Testing/Inspecting Agency shall immediately
notify the Owner, Contractor, Special Inspector, and Registered Design Professional by telephone, fax, or email of any test results failing to comply with the requirements of the Contract
Documents. B. The Special Inspector shall immediately notify the Contractor of any work found to be in nonconformance with the Contract Documents during inspections. If the nonconforming
work is not corrected while the Special Inspector is on-site, the Special Inspector shall notify the Owner and Registered Design Professional within 24 hours (one business day) and
issue a nonconformance report. The Special Inspector may use the Special Inspection NonConformance Report form at the end of this section or other similar form. C. If the nonconforming
work is not corrected at the time of substantial completion of the structure or other appropriate time, the Special Inspector shall notify the Owner. 3.3 DISTRIBUTION OF REPORTS A.
The Testing/Inspecting Agency shall submit reports to the Owner, Special Inspector and the Registered Design Professional within seven (7) days of the inspection or test. Legible handwritten
reports may be submitted if final typed copies are not available. B. The Special Inspector shall submit reports to the Owner and Registered Design Professional within seven (7) days
of the inspections. Legible handwritten reports may be submitted if final typed copies are not available. C. If requested by the Code Enforcement Official, the Special Inspector shall
submit interim reports which include all inspections and tests performed since the beginning of construction or since the previous interim report. Interim reports shall be addressed
to the Code Enforcement Official with copies sent to the Registered Design Professionals (Structural Engineer and Architect) and Contractor. Interim reports shall be signed by the agent
performing inspections. 3.4 FINAL REPORT OF SPECIAL INSPECTIONS A. At the completion of work, each Testing/Inspecting Agency shall submit an Agent’s Final Report of Special Inspections
to the Special Inspector stating that work was completed in substantial conformance with the Contract Documents and that appropriate inspections and tests were performed. The Testing/Inspecting
Agency may use the Agent’s Final Report of Special Inspections form provided at the end of this section or other similar form. B. At the completion of work, the Special Inspector shall
compile all inspection and test reports generated by each Agent into a Final Report of Special Inspections. The Final Report of Special Inspections shall state that required inspections
have been performed and shall itemize any nonconforming work not corrected or resolved. C. The Special Inspector may use the Final Report of Special Inspections form provided at the
end of this section or other similar form based on CASE Form 102-2001. CORNELL UNIVERSITY SECTION 01 45 33 Ithaca, New York CODE-REQUIRED SPECIAL INSPECTIONS AND PROCEDURES LOW RISE
9 CERTIFICATE CODE-REQUIRED SPECIAL INSPECTIONS 01 45 33-6 OF OCCUPANCY ENABLING AND PROCEDURES DECEMBER 11, 2020 & HEATER REPLACEMENTS D. The Special Inspector shall submit The Final
Report of Special Inspections to the Owner, Registered Design Professional and Code Enforcement Official prior to issuance of a Certificate of Use and Occupancy. LOW RISE 9 CERTIFICATE
CODE-REQUIRED SPECIAL INSPECTIONS 01 45 33-7 OF OCCUPANCY ENABLING AND PROCEDURES DECEMBER 11, 2020 & HEATER REPLACEMENTS SPECIAL INSPECTION NON-CONFORMANCE REPORT NO. DATE: ______________________
_____ TO: CC: Contractor: FROM: ___________________________, Special Inspector PROJECT: PART I: REFERENCE SPECIAL INSPECTION REPORT NO. (Attach copy of report) DESCRIPTION
OF NON-CONFORMANCE: RDP RESPONSE: (PROVIDE ATTACHMENTS IF NECESSARY) RDP SIGNATURE ____________________________________ DATE__________________ IS RE-INSPECTION BY SPECIAL
INSPECTOR REQUIRED □ YES □ NO PART II: CONTRACTOR VERIFICATION (To be completed by either the [General Contractor or Construction Manager] or Subcontractor and
returned to the Special Inspector and the RDP.) I verify that as of the date listed, the non-conforming item noted above has been corrected as required. Date Completed By (Contractor’s
Site Representative) LOW RISE 9 CERTIFICATE CODE-REQUIRED SPECIAL INSPECTIONS 01 45 33-8 OF OCCUPANCY ENABLING AND PROCEDURES DECEMBER 11, 2020 & HEATER REPLACEMENTS AGENT’S FINAL
REPORT OF SPECIAL INSPECTIONS Project Name: Special Inspector: Location: Agent: Special Inspector’s Project: Agent’s Project: To the best of my information,
knowledge, and belief, the Special Inspections or testing required for this project and designated for this Agent in the Statement of Special Inspections (which includes the Schedule
of Special Inspections) submitted for permit have been performed and discovered discrepancies have been reported and resolved other than the following: Comments: [Attach
continuation sheets if required to complete description of uncorrected discrepancies.] Respectfully submitted, Agent of the Special Inspector ______________________________________________
(Type or print name) ______________________________________________ Signature Date ______________________________________________ Address ______________________________________________
City, State, Zip Design Professional Seal or Certification LOW RISE 9 CERTIFICATE CODE-REQUIRED SPECIAL INSPECTIONS 01 45 33-9 OF OCCUPANCY ENABLING AND PROCEDURES
DECEMBER 11, 2020 & HEATER REPLACEMENTS FINAL REPORT OF SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS Project Name: Registered Design Professionals Location: Architecture:
Name Address Owner: CORNELL UNIVERSITY Owner’s Address: Structural Engineering: Name Address Special Inspector: Name Address To the best of my information,
knowledge, and belief, the Special Inspections required for this project and itemized in the Statement of Special Inspections (which includes the Schedule of Special Inspections) submitted
for permit have been performed and discovered discrepancies have been reported and resolved other than the following: Comments: [Attach continuation sheets if required to complete
description of uncorrected discrepancies.] Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report.
Agent’s Final Reports of Special Inspections are attached and are also a part of this Final Report. Respectfully submitted, Special Inspector ______________________________________________
(Type or print name) ______________________________________________ Signature Date ***END OF SECTION 01 45 33*** Professional Seal CORNELL UNIVERSITY SECTION 01 50
00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS LOW RISE 9 CERTIFICATE TEMPORARY FACILITIES 01 50 00-1 OF OCCUPANCY ENABLING AND CONTROLS DECEMBER 11, 2020 & HEATER REPLACEMENTS
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. CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS LOW RISE 9 CERTIFICATE TEMPORARY FACILITIES 01
50 00-2 OF OCCUPANCY ENABLING AND CONTROLS DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. CORNELL UNIVERSITY
SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS LOW RISE 9 CERTIFICATE TEMPORARY FACILITIES 01 50 00-3 OF OCCUPANCY ENABLING AND CONTROLS DECEMBER 11, 2020 & HEATER
REPLACEMENTS 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 fireprotection 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. CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS LOW RISE 9 CERTIFICATE TEMPORARY FACILITIES 01 50 00-4 OF OCCUPANCY ENABLING AND CONTROLS
DECEMBER 11, 2020 & HEATER REPLACEMENTS 2.4 CONSTRUCTION AIDS A. Provide construction aids and equipment required to assure safety for personnel and to facilitate the execution of the
Work; Scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes, fall protection, harness, tie-off points, and other such equipment. B. When permanent
stair framing is in place, provide temporary treads, platforms and railings, for use by construction personnel. C. Maintain all equipment in a safe condition. 2.5 SUPPORTS A. The Contractor
shall include cost of all materials and labor necessary to provide all supports, beams, angles, hangers, rods, bases, braces, etc. to properly support the Contract Work. All supports,
etc. shall meet the approval of the Architect. B. Any and all supports that are of “custom” fabrication or installation shall be designed by the Contractor’s NYS licensed PE with stamped
& signed shop drawings and calculations provided for same. 2.6 TEMPORARY ENCLOSURES A. Provide temporary weather-tight enclosure for building exterior, maintain in-place until installation
of permanent enclosures. Provide temporary weather-tight enclosure of exterior walls as work progresses for protection of construction, in progress and completed, from exposure, foul
weather, other construction operations, and similar activities, and as necessary to provide acceptable working conditions, provide weather protection for interior materials, provide
weather protection for occupied areas, allow for effective temporary heating, and to prevent entry of unauthorized persons. 1. Provide temporary exterior doors with self-closing hardware
and padlocks or locksets. 2. Other enclosures shall be removable as necessary for work and for handling of materials. 3. Where heating or cooling is needed and permanent enclosure is
incomplete, insulate temporary enclosures. 4. Coordinate enclosure with ventilation requirements, material drying or curing requirements, and specified environmental limitations to
avoid dangerous or detrimental conditions and effects. B. Provide temporary enclosures to separate work areas from areas of the existing building occupied by Owner; to prevent penetration
of dust or moisture into occupied areas, to prevent damage to existing equipment, and to protect Owner's employees and operations from construction work. CORNELL UNIVERSITY SECTION
01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS LOW RISE 9 CERTIFICATE TEMPORARY FACILITIES 01 50 00-5 OF OCCUPANCY ENABLING AND CONTROLS DECEMBER 11, 2020 & HEATER REPLACEMENTS
1. Temporary partition and ceiling enclosures: Framing and sheet materials which comply with structural and fire rating requirements of applicable codes and standards. a. Close joints
between sheet materials, and seal edges and intersections with existing surfaces, to prevent penetration of dust or moisture. b. In locations where fire protection is required, paint
both sides of partitions and ceilings with fire-retardant paint as required by local fire regulations. 2. Do not remove existing exterior enclosure systems until new exterior enclosure
systems are ready for installation. Complete removal of existing exterior enclosure systems as soon as possible. Immediately after completing removal, install new exterior enclosure
systems and complete installation as soon as possible. 3. Do not remove existing HVAC systems connected to louvers at existing exterior enclosure systems until new HVAC systems and
louvers at exterior enclosure systems are ready for installation. Complete removal of existing HVAC systems and louvers as soon as possible. Immediately after completing removal,
install new HVAC systems and new louvers and complete installation as soon as possible. 2.7 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 PERSONNEL, PUBLIC AND EMPLOYEE PROTECTION A. Provide guardrails, barricades, fences,
footways, tunnels and other devices necessary to protect all personnel, employees, and the public, against hazards on, adjacent to or accessing the construction site. 1. 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. 3. Provide flag personnel as necessary to guide vehicles, protect personnel, public and employees. 2.9 PROJECT IDENTIFICATION
AND SIGNS A. No Contractor signs to be displayed at the project site, unless authorized by the Owner. B. Owner Construction Project Sign. The Contractor shall install Owner provided
project identification signage. CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS LOW RISE 9 CERTIFICATE TEMPORARY FACILITIES 01 50 00-6 OF OCCUPANCY
ENABLING AND CONTROLS DECEMBER 11, 2020 & HEATER REPLACEMENTS 2.10 SECURITY A. The Contractor shall provide security services as required to protect the interests of the Owner. 2.11
FIELD OFFICES A. The Owner shall designate a space within the facility to serve as a field office for the use of the Contractor and Owner. 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. E. Relocate facilities as required by progress of construction, by storage
or work requirements, and to accommodate requirements of Owner and other contractors employed at the site. F. Keep the site, at all times during the progress of the Work, free from
accumulation of waste matter or rubbish and shall confine its apparatus, materials and operations of its workers to the limits prescribed except as the latter may be extended with the
approval of the Owner’s Representative. Cleaning of the structure or structures must be performed daily and removal of waste matter or rubbish must be performed at least once a week.
G. Contractor shall at all times keep access road and public roads clean of mud and construction debris and maintain dust control to the satisfaction of the Owner. CORNELL UNIVERSITY
SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS LOW RISE 9 CERTIFICATE TEMPORARY FACILITIES 01 50 00-7 OF OCCUPANCY ENABLING AND CONTROLS DECEMBER 11, 2020 & HEATER
REPLACEMENTS 3.3 REMOVAL A. Completely remove temporary structures, materials, equipment and services: 1. When construction needs can be met by use of permanent construction. 2. At
completion of the Project. B. Repair damage caused by installation or use of temporary facilities. Clean after removal. C. Restore existing or permanent facilities used for temporary
purposes to specified, or to original condition. 1. Remove foundations and underground installations for temporary construction and utilities. 2. Grade the areas of the site affected
by temporary installations to required elevations and slopes, and clean the area. ***END OF SECTION 01 50 00*** CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES
LOW RISE 9 CERTIFICATE TEMPORARY UTILITIES 01 51 00-1 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES LOW RISE 9 CERTIFICATE TEMPORARY UTILITIES 01 51 00-2 OF OCCUPANCY ENABLING DECEMBER
11, 2020 & HEATER REPLACEMENTS D. The minimum temporary lighting to be provided is at the rate of fifty foot candles, is to be maintained in each room and changed as required when interior
walls are being erected. The required temporary lighting must be maintained for twenty-four (24) hours a day and seven (7) days a week at all stair levels and in all corridors below
ground; in any and all egress; in all other spaces temporary lighting is to be maintained only during working hours. All temporary wiring and equipment shall be in conformity with
the National Electric Code. E. The minimum temporary outdoor security lighting to be provided is as follows: 1. Along the perimeter of the site fence, consisting of vandal-resistant
light fixtures with HID lamps, located 150 foot center, mounted on the inside of the construction fence. 2. Lighting for temporary pedestrian paths and roadways, to provide a minimum
of 0.1 foot-candle on the path of travel. F. Three-phase temporary power circuits shall be installed as required to operate construction equipment of the various trades and to Install
and test equipment such as pumps and elevators. The Contractor shall install and maintain temporary or permanent service for the permanently installed building equipment such as sump
pumps, boilers, boiler controls, fans, pumps, so that such equipment may be operated when required and so ordered by the Owner's Representative for drainage or for temporary heat. G.
Except as otherwise provided in the Contract, the Contractor shall submit to the Owner or the Owner's Representative for approval a proposed schedule of all utility shutdowns and cutovers
of all types which may be required in connection with the Work. Such schedule shall provide a minimum of four (4) weeks advance notice to the Owner prior to the time of the proposed
shutdown and cutover. The Contractor shall be responsible for all charges relating to shutdowns. H. Discontinuance, Changes and Removal The Contractor shall: 1. Discontinue all temporary
services required by the Contract when so directed by the Owner or the Owner's Representative. The discontinuance of any such temporary service prior to the completion of the Work
shall not render the Owner liable for any additional cost entailed thereby. 2. Remove and relocate such temporary facilities as directed by the Owner or the Owner's Representative,
and shall restore the Site and the Work to a condition satisfactory to the Owner. 2.3 TEMPORARY USE OF ELEVATOR A. Use of Existing Elevator 1. If the Contractor elects to use the existing
elevator equipment, the Contractor shall: a. Provide adequate protection for such equipment and shall operate such equipment within a capacity not to exceed that allowed by law, rule
or regulation. CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES LOW RISE 9 CERTIFICATE TEMPORARY UTILITIES 01 51 00-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020
& HEATER REPLACEMENTS b. Provide for the maintenance and cleaning of the elevator equipment as approved by the Owner's Representative. c. Prior to start of construction, accurately
record the condition of the existing elevator. Promptly repair or replace items that are damaged as a result of Contractor’s use. Service calls that arise as a result of Contractor
misuse will be charged to the Contractor. At Substantial Completion, restore elevators to condition existing before initial use. d. Use only elevators designated by Owner’s Representative
at dates and times designated by Owner’s Representative. Dates and times available for Contractor’s use shall be scheduled with, and at the convenience of, the Owner, and may vary
during the course of the Project. e. Owner will not provide elevator operators or other monitoring of elevator use. f. Do not load elevators beyond their rated weight capacity. g. Provide
code compliant protective coverings, barriers, devices, signs, or other procedures to protect elevator car and entrance doors and frame. If, despite such protection, elevators become
damaged, engage elevator maintenance contractor to restore damaged work so no evidence remains of correction work. Return items that cannot be refinished in field to the shop, make
required repairs and refinish entire unit, or provide new units as required. h. Procure and coordinate the elevator maintenance contractor to gain access to the elevator shaft as required
to complete the work 2.4 TEMPORARY HEAT AND VENTILATION A. The Contractor shall furnish temporary heat as may be necessary for constructing the Work. B. The Contractor will be permitted
to use the building's permanent heating system for temporary heat. Permission to use the building's permanent heating system shall in no way constitute the Owner's acceptance of that
portion of the Work. C. When using the permanent building systems for space conditioning, provide a written maintenance plan for acceptance by the Owner’s Representative, prior to utilizing
the equipment. Plan to address temporary filtering of air and water, sealing of open ducts, lubrication, operation outside of normal ranges, and controls/safeties. Return all equipment
to its newly installed condition prior to acceptance testing. 1. If the Contractor elects to use the building’s permanent heating system for temporary heat, the Contractor shall provide
filters with a minimum MERV of 8 at each returnair grille in system, maintain to keep them free of dust and debris, replace if necessary and remove at end of construction and clean
HVAC system as required in Section 01 77 00 – Project Closeout. D. Any temporary system shall be removed when no longer required. CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York
TEMPORARY UTILITIES LOW RISE 9 CERTIFICATE TEMPORARY UTILITIES 01 51 00-4 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS E. During heating cycles the enclosures separating
the interior building areas from outside shall be maintained closed to conserve heat energy. F. The Contractor shall provide for ventilation of all structures until Physical Completion
of the Work and shall control such ventilation to avoid excessive moisture levels and rates of drying of construction materials, including but not limited to concrete and to plaster,
and to prevent condensation on sensitive surfaces. The Contractor shall be responsible for any moisture intrusion that is detrimental to the Project. 2.5 TEMPORARY CONTRACTOR TELEPHONE
SERVICE A. Site Superintendent or their Representative shall carry a cellular telephone at all times. B. Provide phone number to Cornell project representatives for communication during
Work. 2.6 TEMPORARY SANITARY FACILITIES A. The Owner shall designate sanitary facilities to be utilized by the Contractor during construction. B. Existing plumbing facilities must be
maintained during the project’s duration and thoroughly cleaned at the project’s completion. The Contractor will be responsible for any damage the facilities incur during the project’s
duration. 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*** CORNELL
UNIVERSITY SECTION 01 51 23 Ithaca, New York HEAT DURING CONSTRUCTION LOW RISE 9 CERTIFICATE HEAT DURING CONSTRUCTION 01 51 23-1 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS
SECTION 01 51 23 HEAT DURING CONSTRUCTION 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall maintain existing or temporary building heating systems to accomplish the following: 1.
Protect the existing facility and facility plumbing systems against damage due to cold temperatures. 2. Provide sufficient heat so that the Work can be accomplished in accordance with
the Contract Documents. 3. Maintain construction schedules as required by the Contract. B. Include in the bid price an amount necessary to provide Construction Heat as required. C.
Existing central steam systems may be used to the extent that they do not interfere with the safe and effective completion of Work. However, any modifications to existing systems shall
be corrected prior to the conclusion of work. D. No natural gas is available to the facility for temporary heat. E. At the conclusion of the project the facility heating systems shall
be returned to functional order as necessary to protect the building and facility plumbing systems. 1.2 RESPONSIBILITY A. The Contractor shall include in the bid the cost of the temporary
heat. B. The Contractor shall be responsible for repairs to the facility necessitated by the failure to provide heat during any portion of the Work. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION
– NOT USED ***END OF SECTION 01 51 23*** CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION LOW RISE 9 CERTIFICATE STORAGE AND PROTECTION 01 66 00-1 OF OCCUPANCY
ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 66 00 STORAGE AND PROTECTION 1.0 GENERAL 1.1 DESCRIPTION A. Receive, pile, store and handle all materials, equipment and
other items incorporated or to be incorporated in the Work, including items furnished by the Owner in a careful and prudent manner and shall protect them against loss or damage from
every source. B. Obscure from public view, in a manner acceptable to the Owner, staging and storage areas. 1.2 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. CORNELL UNIVERSITY SECTION 01 66
00 Ithaca, New York STORAGE AND PROTECTION LOW RISE 9 CERTIFICATE STORAGE AND PROTECTION 01 66 00-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS D. Storage piles
and sheds shall be located within the area designated as the Staging Area. The Contractor shall work to insure that the condition of the staging area has no negative impact on the
Campus, visually or otherwise; and that outside of that area. The Contractor has no impact at all on the Campus. E. Materials stored within the building shall be distributed in such
a manner as to avoid overloading of the structural frame, and never shall be concentrated in such a manner as to exceed the equivalent of 50 pounds per square foot uniformly distributed
loading. Stored materials shall be moved if they interfere with the progress of the work. F. Should it become necessary during the course of the Work to move stored materials or equipment,
the Contractor, at the direction of the Owner or the Owner's Representative, shall move such materials or equipment. 1.4 PALM ROAD STORAGE A. All property including construction materials
and equipment stored at the Palm Road location shall be stored at the Contractor’s sole risk. The Contractor is solely responsible for repair or replacement of property due to any
cause of loss. B. The Contractor agrees to hold Cornell harmless from any accident or injury occurring at Palm Road storage site associated with the Contractor’s storage. C. The Contractor
understands that Cornell makes “no” warranty regarding any security at the Palm Road site. D. The Contractor agrees that it is solely responsible for any cleanup of any site contamination
caused by the Contractor’s storage or storage operations and the Contractor agrees to pay for cleanup of any contamination and restore the site back to the same condition it was found.
E. It shall be assumed that the Contractor is responsible for site contamination unless the Contractor has reported condition prior to moving storage materials and equipment onto the
site. Each Contractor shall be responsible for their own general area whether defined formally or not but in cases where pollutants have traveled or are found in the public areas used
by all contractors, the Contractor agrees as follows: 1. If it cannot be determined who is responsible for site contamination after an investigation, all contractors who could be responsible
based upon location of the incident agree to share the expense of cleanup equally. F. No storage of hazardous materials or environmental contaminants is permitted at the Palm Road site.
All barrels must have labels affixed identifying contents. G. Unoccupied storage containers not within the project fence shall be labeled in the Cornell standard. Signs customized
for the project shall be ordered from Ithaca Plastics, Inc., 305 West Green Street, Ithaca, New York 14850, Phone - 607.272.8232, Fax - 607.277.2579, Email – db@ithacaplastics.com.
CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION LOW RISE 9 CERTIFICATE STORAGE AND PROTECTION 01 66 00-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER
REPLACEMENTS 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. 2. HVAC ductwork shall be protected by the Contractor as follows to prevent introduction of contaminants: a. Ductwork with interior lining
shall be wrapped at the factory using plastic wrap to exclude moisture and contaminants. The wrapping shall not be removed until immediately prior to installation. CORNELL UNIVERSITY
SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION LOW RISE 9 CERTIFICATE STORAGE AND PROTECTION 01 66 00-4 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS b.
Ductwork shall not be exposed to moisture or contaminants at any point in the manufacturing, shipping, storage or installation process. c. Ductwork shall not be staged or stored outside
or otherwise exposed to the weather. d. Ductwork shall be transported only inside of covered vehicles. e. Once installed, ductwork shall be protected from contamination during the
construction process. 1.6 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*** CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING LOW RISE 9 CERTIFICATE CUTTING, PATCHING AND REPAIRING 01 73 29-1
OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall be responsible for
all cutting, fitting and patching, including excavation and backfill, required to complete the Work or to: 1. Make its several parts fit together properly. 2. Uncover portions of the
Work to provide for installation of ill-timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. 5. Remove
samples of installed work as specified for testing. 6. Repair or restore existing or new surfaces and finishes to match adjacent existing or new surfaces and finishes. B. Upon written
instructions of the Owner’s Representative: 1. Uncover designated portions of Work for Architect's observation of covered work. 2. Remove samples of installed materials for testing
beyond that specified. 3. Remove work to provide for the alteration of previously incorrectly installed work. 4. Patch work uncovered or removed. C. Do not damage or endanger any work
by cutting or altering the Work or any part thereof. D. Do not cut or otherwise alter the work of the Owner except with the written consent of the Owner’s Representative. E. Where cutting
and patching involves adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with the original structure. F. Openings
and Chases 1. Build openings, including but not limited to channels, chases and flues as required to complete the Work as set forth in the Contract. 2. After installation and completion
of any work for which openings have been provided, build in, over, and around and finish all such openings as required to complete the Work. 3. Furnish and install all sleeves, inserts,
hangers and supports required for the execution of the Work. CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING LOW RISE 9 CERTIFICATE CUTTING, PATCHING
AND REPAIRING 01 73 29-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 1.2 SUBMITTALS A. Submit a written request to the Architect prior to executing any cutting, alteration
or excavation which affects the work of the Owner, or which may affect the structural safety of any portion of the Project. Include: 1. Identification of the Project. 2. Description
of the affected work. 3. The necessity for doing the cutting, alteration or excavation. 4. The effect on the work of the Owner’s property, or on the structural integrity of the Project.
5. Description of the proposed work: a. The scope of cutting, patching, alteration, or excavation. b. Contractor and trades who will execute the work. c. Products proposed to be used.
d. The extent of refinishing to be done. 6. Alternatives to cutting, patching or excavation. 7. Designation of the responsibility for the cost of cutting and patching. 8. Written permission
of any separate contractor whose work will be affected. B. Should conditions of the work or the schedule indicate a change of products from the original installation, submit a request
for substitution as specified in Section 01 25 00 - Substitutions and Product Options. C. Submit a written notice to the Architect and the Owner designating the date and the time the
work will be uncovered. 1.3 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 CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING LOW RISE 9 CERTIFICATE
CUTTING, PATCHING AND REPAIRING 01 73 29-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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 C. Visual
Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Owner’s opinion, reduce the building’s aesthetic qualities.
Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace construction which was cut and patched in a visually
unsatisfactory manner at no expense to the Owner. D. Waterproofing and Water Tightness: Do not cut or alter waterproofed walls or floors or any structural members without written permission
of the Owner. 1. Waterproofing and Roofing Membranes a. Employ qualified contractors to accomplish all required cutting, patching, or repairing of existing waterproofing and roofing
membranes. CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING LOW RISE 9 CERTIFICATE CUTTING, PATCHING AND REPAIRING 01 73 29-4 OF OCCUPANCY ENABLING
DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. 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 inplace 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. CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING LOW RISE 9 CERTIFICATE CUTTING, PATCHING
AND REPAIRING 01 73 29-5 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS B. After uncovering work, inspect the conditions affecting the installation of products, or performance
of the work. C. Report unsatisfactory or dubious conditions to the Architect in writing; do not proceed with the work until the Architect has provided further instructions. 3.2 PREPARATION
A. Provide shoring, bracing and other support as necessary to assure the structural safety of that portion of the Work. B. Provide devices and methods to protect other portions of the
Project from damage. C. Provide for vertical and lateral support required to protect adjacent buildings and properties. D. Provide protection from the elements for that portion of the
Project which may be exposed by cutting and patching work, including but not limited to pumping to maintain excavations free from water. E. Avoid interference with use of adjoining
areas or interruption of free passage to adjoining areas. F. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions
have been made to bypass them. 3.3 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time
and complete without delay. 1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and
patching required to restore surfaces to their original condition. 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. CORNELL UNIVERSITY SECTION 01
73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING LOW RISE 9 CERTIFICATE CUTTING, PATCHING AND REPAIRING 01 73 29-6 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS
C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. 1. Where feasible, inspect and test patched areas to demonstrate integrity
of the installation. 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching
and refinishing. a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over patch and apply final paint coat over entire unbroken surface containing
patch. Provide additional coats until patch blends with adjacent surfaces. 3. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: a. For continuous
surfaces, refinish to nearest intersection. b. For an assembly, refinish the entire unit. 4. When patching existing plaster finished walls and partitions, the Contractor shall utilize
plaster trim, lath and other metal components to match the integrity of the existing system. All plaster finishes shall match existing finishes so as to provide a uniform visual appearance.
5. Floors and Walls: Where walls or partitions that are demolished extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even
surface of uniform finish color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.
a. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections of these Specifications. 6. Ceilings:
Patch, repair, or re-hang existing ceilings as necessary to provide an evenplane 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. CORNELL UNIVERSITY SECTION 01 73 29 Ithaca,
New York CUTTING, PATCHING AND REPAIRING LOW RISE 9 CERTIFICATE CUTTING, PATCHING AND REPAIRING 01 73 29-7 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 9. Exterior
Building Enclosure: Patch components in a manner that restores enclosure to a weather-tight condition. a. Existing Roofing: Comply with requirements of existing roofing manufacturer
for cutting and patching existing roofing system. Provide flashing and trim, base sheets, base flashing, adhesives, insulation, blocking, substrate boards, accessories, and other required
items to patch roofing at penetrations and roof-top mounted items. D. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials.
1. Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching material applied according to manufacturer's written recommendations.
E. Execute excavating and backfilling by methods which will assure safety, will prevent settlement or damage to other work. F. Execute fitting and adjustment of products to provide
a finished installation to comply with specified products, functions, tolerances and finishes. G. Restore work which has been cut or removed; install new products to provide completed
work in accordance with requirements of Contract Documents. H. The Contractor shall replace, repair and patch all surfaces of the ground and of any structure disturbed by its operations
and its Work which surfaces and structures are intended to remain even if such operations and work are outside the property lines. Such replacement, repair and patching shall be with
like material and shall restore surfaces as they existed. 3.4 CLEANING A. Clean area and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty,
and similar items. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition.
B. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition
operations began. ***END OF SECTION 01 73 29*** CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT LOW RISE 9 CERTIFICATE PROJECT CLOSEOUT 01 77 00-1 OF OCCUPANCY
ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. 4. All work performed under a Fire Protection System Installation/Alteration Operating Permit shall be inspected
by the Ithaca Fire Department, or if so delegated by the Ithaca Building Department. a. A member of the Ithaca Fire Department shall witness all acceptance or reacceptance testing of
work performed under a Fire Protection System Installation Operating Permit. All testing and inspections shall be in compliance with the applicable NFPA codes as referenced by Section
906.1 of the Fire Code of NYS. b. Work classified as a ‘Repair’ under the Existing Building Code does not require the Ithaca Fire Department to witness the testing of the affected systems.
Systems that have been repaired must still be tested as required by the Fire Code of NYS and NFPA. c. The Ithaca Fire Department Shall Witness the Acceptance or Reacceptance Testing
for the Following Conditions: - Testing of any new installation of a fire alarm, fire suppression, or fire detection system as required by the Fire Code of New York State. CORNELL UNIVERSITY
SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT LOW RISE 9 CERTIFICATE PROJECT CLOSEOUT 01 77 00-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS - Hydrostatic testing
of sprinkler system where the modification affects more than twenty (20) sprinkler heads and the modified area can be isolated from the rest of the system - Installation or replacement
of a fire pump or drive elements of the fire pump. - A Fire Alarm System with added or deleted components. - A Fire Alarm System where the wiring or control circuits have been modified.
- A Fire Alarm System where the control unit (Fire Alarm Panel) has been replaced or the control unit software has been replaced. - A smoke control system where the master control unit,
individual fan control unit, or fan drive unit has been replaced or modified - An alternative fire suppression system that has been replaced or the actuation elements have been modified.
Except: fusible link replacement. - A modification or extension of the piping for a fire standpipe system where a hydrostatic test is required by NFPA 14. B. Final Acceptance: 1. When
the items appearing on the report of inspection have been completed or corrected, the Contractor shall so advise the Architect. After receipt of this notification and Contractor’s
certified list of completed items, the Owner's Representative will inform the Contractor of the date and time of final inspection. A copy of the report of the final inspection containing
all remaining contract exceptions, omissions and incomplete work will be furnished to the Contractor. 2. After receipt of notification of completion and all remaining contract exceptions,
omissions and incomplete work from the Contractor, the Architect will make an inspection to verify completion of the exception items appearing on the report of final inspection. 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. CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New
York PROJECT CLOSEOUT LOW RISE 9 CERTIFICATE PROJECT CLOSEOUT 01 77 00-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 1.3 FINAL CLEAN UP A. Upon completion of the
work covered by the Contract the Contractor shall leave the completed Project ready for use and occupancy without the need of further cleaning of any kind and with all Work in new condition
and in perfect order. In addition, upon completion of all Work the Contractor shall remove from the vicinity of the Work all plant, buildings, rubbish, unused materials, concrete forms
and other materials belonging to him or used under its direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the
work to their original condition, and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor and/or its surety
shall be liable therefore. Final clean-up shall include but not be limited to the following: 1. All finished surfaces shall be swept, dusted, washed and polished. This includes cleaning
of the Work of all finishing trades where needed, whether or not cleaning by such trades is included in their respective sections of the specifications. 2. Roofs, utility tunnels, manholes
and pipe trenches and spaces between the new and existing Work shall be left thoroughly cleaned. 3. Finished flooring shall be thoroughly cleaned in accordance with the manufacturer’s
recommendations. 4. Where the finish of floors has been marred or damaged in any space or area, the entire floor of that space or area shall be refinished as recommended by the manufacturers
of the flooring. 5. All equipment shall be in an undamaged, bright, clean, polished and new appearing condition. 6. All new glass shall be washed and polished, both sides. The Contractor
shall be responsible for all breakage of glass in the area of the Work from the commencement of its activities until the building is turned over to Owner. The Contractor shall replace
all broken glass and deliver the entire building with all glazing intact and clean. 7. Provide new filters for all fan convectors after final cleaning. 8. Refer to exterior clean up.
Remove paint and glazing compound from surfaces. B. Clean adjacent structures and improvements of dust, dirt, and debris caused by construction operations. Return adjacent areas to
condition existing before construction operations began. C. Cleaning of Renovated Duct Systems and Existing Duct Systems in Renovated Areas: 1. Cleaning work shall be performed by firm
which has minimum three (3) years’ experience in mechanical cleaning of air systems. Work shall be done by skilled mechanics, technicians and experienced supervisors. CORNELL UNIVERSITY
SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT LOW RISE 9 CERTIFICATE PROJECT CLOSEOUT 01 77 00-4 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 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. i. Providing access doors required to facilitate cleaning. 3. Cleaning
shall meet National Air Duct Cleaners Association (NADCA) Standards, capable of verification by NADCA Vacuum Test. Cleanliness shall be subject to Architect’s visual review; provide
re-cleaning as necessary to satisfy Architect a. Cleaning methods may include vacuuming, brushing, mechanical brushing, scraping, or air washing. Use method best suited for locations
involved. b. Do NOT use methods which could damage the system or the building. c. Remove dirt, dust, lint and other accumulations by HEPA filtered air machine capable of minimum 6000
cfm. Air machine shall operate to obtain 1250 fpm across the work space. Use brushes, mechanical agitators or air whips to dislodge contaminants to be collected by the air machine.
d. Cleaning shall begin at the furthest point of the return system and at the outdoor air intake. Cleaning shall proceed toward the air handling equipment. Cleaning shall finish at
the furthest point of the supply ductwork. 1.4 MAINTENANCE STOCK A. Turn over to Owner's Representative the maintenance stock specified. Contractor shall obtain signed receipt from
Owner's Representative for all maintenance stock. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 77 00*** CORNELL UNIVERSITY SECTION 01 78 22 Ithaca, New York
FIXED EQUIPMENT INVENTORY LOW RISE 9 CERTIFICATE FIXED EQUIPMENT INVENTORY 01 78 22-1 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 78 22 FIXED EQUIPMENT
INVENTORY 1.0 GENERAL 1.1 FIXED EQUIPMENT INVENTORY A. The Owner shall provide the Contractor with a list of Equipment Types to be inventoried and an Excel template. B. The Contractor
shall populate the template (see Example Equipment List to be inventoried in Section 1.2). Once populated, the Contractor shall electronically return to the list to the Owner’s Representative.
The initial data to be captured on each piece of equipment shall include: 1. Name of Product 2. Equipment Classification 3. Manufacturer 4. Model Number 5. Serial Number 6. Cost 7.
Location (including Building and Room Number) 8. Acquisition Date (Date of Installation) C. The Owner shall from the Contractor provided data create a follow-up equipment Excel template
that contains the MAXIMO ID for the equipment with all the name plate and specification fields for each type of equipment. This template shall then be returned to the Contractor. D.
The Contractor shall be responsible for the initial labeling of the equipment and its’ disconnects with the MAXIMO ID using an electronic label maker. ID labels shall be in close proximity
to Equipment Identification information, visually locatable from the access point to the equipment and on the face of disconnects. E. The Contractor shall then populate the MAXIMO Equipment
Specification Template with the equipment nameplate, specification information, and warranty information. The Contractor shall electronically submit the equipment data and any related
documentation (i.e. - O&M manuals) to the Owner’s Representative. CORNELL UNIVERSITY SECTION 01 78 22 Ithaca, New York FIXED EQUIPMENT INVENTORY LOW RISE 9 CERTIFICATE FIXED EQUIPMENT
INVENTORY 01 78 22-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS F. EXAMPLE EQUIPMENT LIST • Building Equipment • AC Drive/VSD • Air Dryer • Backflow Preventor
• Air Compressor • Building • Sprinkler • Control • Vacuum • Pump • Condensate • Glycol • CWC • HWC • Potable • Sanitary Sewer • Storm Sewer • Sump • Quality Water • Fuel • Fan • Exhaust
• Supply • Return • Fume Hood • Furnace • Generator • Hot Water Heater • Heat Exchangers • Boiler • Tank • Unit Heater • Fan Coil • VAV Box • Transfer Switch • Motor • Pump • Fan •
Lift/Levelers • Water Softener • Reverse Osmosis 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 78 22*** CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York
OPERATING AND MAINTENANCE DATA LOW RISE 9 CERTIFICATE OPERATING AND 01 78 23-1 OF OCCUPANCY ENABLING MAINTENANCE DATA DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 78 23 OPERATING
AND MAINTENANCE DATA 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall compile product data and related information appropriate for Owner's maintenance and operation of products
furnished under the Contract. 1. Prepare operating and maintenance data as specified in this Section, as referenced in other pertinent sections of Specifications and as necessary to
operate the completed work. 2. Operations and maintenance data, in final format, shall be available to the Owner prior to substantial completion. B. Instruct Owner's personnel in the
maintenance of products and in the operation of equipment and systems. 1.2 FORM OF SUBMITTALS A. Prepare data in the form of an instructional manual for use by Owner's personnel.
B. Submit a CD with electronic .pdf files, upload electronic files to ePM system of complete manual in final form. 1. Format: a. Size: 8-1/2" x 11”. b. Text: Manufacturer's, scanned
.pdf and/or neatly typewritten Word file. c. Drawings in electronic format - Drawings are required in PDF format. Drawings shall be in AutoCAD v14 or higher format. d. Provide fly-leaf
for each separate product, and major component parts of equipment. - Provide type description of product, and major component parts of equipment. - Provide indexed PDF bookmarks. -
Provide a series of files organized in subdirectories with a summary index with hyperlinks to the various documents. CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND
MAINTENANCE DATA LOW RISE 9 CERTIFICATE OPERATING AND 01 78 23-2 OF OCCUPANCY ENABLING MAINTENANCE DATA DECEMBER 11, 2020 & HEATER REPLACEMENTS e. Cover: Identify each volume with
title "OPERATIONS AND MAINTENANCE INSTRUCTIONS". List: - Title of Project - Identity of separate structure as applicable. - Identity of general subject matter covered in the manual.
1.3 CONTENT OF MANUAL A. Table of contents, typewritten, for each volume, arranged in a systematic order. 1. Contractor, name of responsible principal, address and telephone number.
2. A list of each product required to be included, indexed to the content of the volume. 3. List, with each product, the name, address and telephone number of: a. Subcontract or installer.
b. Maintenance contractor, as appropriate. c. Identify the area of responsibility of each. d. Local source of supply for parts and replacement. 4. Identify each product by product name
and other identifying symbols as set forth in Contract Documents. B. Product Data: 1. Include only those sheets which are pertinent to the specific product. 2. Annotate each sheet to:
a. Clearly identify the specific product or part installed. b. Clearly identify the data applicable to the installation. c. Delete reference to inapplicable information. C. Submittal
Data: 1. Include a record copy of the final, approved product submittal. Record copy shall be a clean copy (free of notes from the design professional) which has been updated to reflect
the “as-installed” system. CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA LOW RISE 9 CERTIFICATE OPERATING AND 01 78 23-3 OF OCCUPANCY ENABLING
MAINTENANCE DATA DECEMBER 11, 2020 & HEATER REPLACEMENTS D. Drawings: 1. Supplement product data with drawings as necessary to clearly illustrate: a. Relations of component parts of
equipment and systems. b. Control and flow diagrams. 2. Coordinate drawings with information on Record Documents to assure correct illustration of completed installation. 3. Do not
use Record Documents as maintenance drawings. E. Written text, as required to supplement product data for the particular installation: 1. Organize in a consistent format under separate
headings for different procedures. 2. Provide a logical sequence of instructions for each procedure. F. Original copy of each warranty, bond and service contract issued. 1. Provide
information sheet for Owner's personnel, give: a. Proper procedures in the event of failure. b. Instances which might affect the validity of warranties or bonds. 1.4 MANUAL FOR MATERIALS
AND FINISHES A. Submit electronic .pdf files, upload electronic files to ePM system. B. Content, for architectural products, applied materials and finishes: 1. Manufacturer's data,
giving full information on products: a. Catalog number, size, and composition. b. Color and texture designations. c. Information required for reordering special-manufactured products.
d. Certification as to asbestos free 2. Instructions for care and maintenance: a. Manufacturer's recommendation for types of cleaning agents and methods. b. Cautions against cleaning
agents and methods which are detrimental to the product. c. Recommended schedule for cleaning and maintenance. CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE
DATA LOW RISE 9 CERTIFICATE OPERATING AND 01 78 23-4 OF OCCUPANCY ENABLING MAINTENANCE DATA DECEMBER 11, 2020 & HEATER REPLACEMENTS C. Content, for moisture-protection and weather-exposed
products: 1. Manufacturer's data, giving full information on products. a. Applicable standards b. Chemical composition c. Details of installation 2. Instructions for inspection, maintenance,
and repair. D. Additional requirements for maintenance data: The respective sections of Specifications. 1.5 MANUAL FOR EQUIPMENT AND SYSTEMS A. Submit electronic .pdf files, upload
electronic files to ePM system. B. Content, for each unit of equipment and system, as appropriate: 1. Description of unit and component parts. a. Function, normal operating characteristics,
and limiting conditions. b. Performance curves, engineering data and tests. c. Complete nomenclature and commercial number of all replaceable parts. 2. Operating procedures: a. Start-up,
break-in, routine and normal operating instructions. b. Regulation, control, stopping, shut-down and emergency instructions. c. Summer and winter operating instructions. d. Special
operating instructions. 3. Maintenance Procedures: a. Routine operations. b. Guide to "trouble-shooting". c. Disassembly, repair and reassembly. d. Alignment, adjusting and checking.
4. Servicing and lubrication required: a. List of lubricants required. 5. Manufacturer's printed operating and maintenance instructions. CORNELL UNIVERSITY SECTION 01 78 23 Ithaca,
New York OPERATING AND MAINTENANCE DATA LOW RISE 9 CERTIFICATE OPERATING AND 01 78 23-5 OF OCCUPANCY ENABLING MAINTENANCE DATA DECEMBER 11, 2020 & HEATER REPLACEMENTS 6. Description
of sequence of operation by control manufacturer. 7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance. a. Predicted life of
parts subject to wear. b. Items recommended to be stocked as spare parts. 8. As-installed control diagrams by controls manufacturer. 9. Each contractor's coordination drawings. a. As-installed
color coded piping diagrams. 10. Charts of valve tag numbers, with the location and function of each valve. 11. List of original manufacturer's spare parts, manufacturer's current prices,
and recommended quantities to be maintained in storage. 12. Other data as required under pertinent sections of Specifications. C. Content, for each electric and electronic system, as
appropriate: 1. Description of system and component parts: a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data and tests.
c. Complete nomenclature and commercial number of replaceable parts. 2. Circuit directories of panel boards: a. Electrical service. b. Controls. c. Communications. 3. As-installed color
coded wiring diagrams. 4. Operating procedures: a. Routine and normal operating instructions. b. Sequences required. c. Special operating instructions. CORNELL UNIVERSITY SECTION 01
78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA LOW RISE 9 CERTIFICATE OPERATING AND 01 78 23-6 OF OCCUPANCY ENABLING MAINTENANCE DATA DECEMBER 11, 2020 & HEATER REPLACEMENTS
5. Maintenance procedures: a. Routine operations. b. Guide to "trouble-shooting". c. Disassembly, repair and reassembly. d. Adjustment and checking. 6. Manufacturer's printed operating
and maintenance instructions. 7. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. 8. Other data as
required under pertinent sections of Specifications. D. Additional requirements for operations and maintenance data: See the respective sections of Specifications and General Conditions.
1.6 SUBMITTAL REQUIREMENTS A. Submit through ePM system preliminary draft of proposed formats and outlines of contents thirty (30) calendar days after approved submittals. B. Submit
completed data in final form twenty (20) calendar days prior the Acceptance Phase of the Project. C. Submit specified number of copies of approved data in final form prior to final
acceptance. 1.7 INSTRUCTIONS OF OWNER'S PERSONNEL A. Prior to final inspections or acceptance, fully instruct Owner's designated operating and maintenance personnel in the operation,
adjustment and maintenance of all products, equipment and systems: 1. Instruction time shall be sufficient to fully instruct all shifts of the Owner's operating and maintenance personnel.
B. Operations and maintenance shall constitute the basis of instruction: 1. Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance.
C. Submit typewritten statement, signed by each of Owner's Representatives who have been instructed, describing: 1. Method of Instruction. 2. Equipment and Systems Operated. 3. Length
of Instruction Period. CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA LOW RISE 9 CERTIFICATE OPERATING AND 01 78 23-7 OF OCCUPANCY ENABLING MAINTENANCE
DATA DECEMBER 11, 2020 & HEATER REPLACEMENTS D. Contractor is fully responsible until final acceptance, even though operated by Owner's personnel, unless otherwise agreed in writing.
1.8 OPERATING INSTRUCTIONS A. List under clear plastic (1/8" thick) all operating, maintenance and starting precautions and procedures to be followed by Owner for operating all systems
and equipment. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 78 23*** CORNELL UNIVERSITY SECTION 01 78 36 Ithaca, New York WARRANTIES AND BONDS LOW RISE 9
CERTIFICATE WARRANTIES AND BONDS 01 78 36-1 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 78 36 WARRANTIES AND BONDS 1.0 GENERAL 1.1 DESCRIPTION The Contractor
shall: A. Compile specified warranties and bonds. B. Compile specified service and maintenance contracts. C. Co-execute submittals when so specified. D. Review submittals to verify
compliance with Contract Documents. E. Submit to Architect for transmittal to Owner. 1.2 SUMMARY A. This Section specifies general administrative and procedural requirements for warranties
and bonds required by the Contract Documents, including manufacturers standard warranties on products and special warranties. 1. Refer to the General Conditions for terms of the Contractor's
special warranty of workmanship and materials. 2. General closeout requirements are included in Section 01 77 00 - "Project Closeout." 3. Specific requirements for warranties for the
Work and products and installations that are specified to be warranted, are included in the individual Sections of Divisions 2 through 40. 4. Certifications and other commitments and
agreements for continuing services to Owner are specified elsewhere in the Contract Documents. B. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product
warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and subcontractors required to countersign
special warranties with the Contractor. 1.3 DEFINITIONS A. Standard Product Warranties are pre-printed written warranties published by individual manufacturers for particular products
and are specifically endorsed by the manufacturer to the Owner. CORNELL UNIVERSITY SECTION 01 78 36 Ithaca, New York WARRANTIES AND BONDS LOW RISE 9 CERTIFICATE WARRANTIES AND BONDS
01 78 36-2 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS B. Special Warranties are written warranties required by or incorporated in the Contract Documents, either
to extend time limits provided by standard warranties or to provide greater rights for the Owner 1.4 QUALITY ASSURANCE A. Use adequate care and diligence to review Contract Documents
to identify detailed requirements relating to warranties and bonds. B. Verify that each item required for this submittal conforms with specified requirements. 1.5 WARRANTY REQUIREMENTS
A. In addition to standard and special warranties described in Divisions 2 through 40, Contractor shall warrant Work included in this project, for a minimum period of one (1) year following
acceptance of a Certificate of Substantial Completion by Owner, to cover performance, materials, workmanship and compliance with Contract Documents. B. Corrective Work: Provide service
within thirty (30) calendar days when requested by Owner. Perform services during normal working hours, unless specifically directed otherwise by Owner. Coordinate with Owner’s representative
to schedule performance of corrective work. Where designated service providers cannot perform corrective work within the Owner’s required time frame, engage another qualified service
provider. Submit a written statement to Owner upon completion of corrective work; document work performed and list outstanding items, if any. 1. When a completed breakdown of a piece
of equipment occurs of the malfunction of a system affects the environment or program involving 50 or more persons at a time (employees and students combined), or creates a safety or
security risk to the Owner, an EMERGENCY may be declared by the Owner. The Owner may declare an emergency as defined above at which time the service response must be within 4 hours
and may require action during non-normal working hours. 2. When an emergency condition occurs, the Owner may take immediate corrective action to relieve the problem by making, a minimum
as possible, temporary adjustments and/or repairs when necessary to decrease the problem until the designated Contractor’s representative can respond. These temporary adjustments and
repairs will in no way jeopardize the existing warranty. 3. The Owner’s service staff will advise the Contractor’s Representative of all temporary adjustments and repairs done in relation
to the malfunctioning equipment or facility. 4. If the Contractor fails to respond with actual service within four (4) hours, and/or the necessary repairs or adjustments are not satisfactorily
complete twenty-four (24) hours, the Owner will have the authority to make the necessary repairs or adjustments and charge the Contractor for parts and labor. 5. If all adjustments
and repairs done by the Owner in relation to the above conditions are done by authorized district personnel, there will be no negative effect of future warranty claims. CORNELL UNIVERSITY
SECTION 01 78 36 Ithaca, New York WARRANTIES AND BONDS LOW RISE 9 CERTIFICATE WARRANTIES AND BONDS 01 78 36-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS C. Related
Damages and Losses: When correcting failed or damaged warranted Work, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced
to provide access for correction of warranted Work. D. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate
the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. E. Replacement Cost: Upon determination
that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible
for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. F.
Owner's Recourse: Expressed warranties made to the Owner are in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available
under the law. Expressed warranty periods shall not be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies. G. Contractor's
Procurement Obligations: Do not purchase, subcontract for, or allow others to purchase or subcontract for materials or units of Work for Project where a special project guaranty, specified
product warranty, certification, or similar commitment is required until it has been determined that entities required to sign or countersign such commitments are willing to do so.
H. Specific Warranty. Where a special warranty, certification, or similar commitment is required on such Work or part of the Work, the Owner reserves the right to refuse to accept
the Work until the Contractor presents evidence that entities required to countersign such commitments are willing to do so. 1.6 SUBMITTAL REQUIREMENTS A. Submit written warranties
to the Architect prior to the date certified for Substantial Completion. If the Architect’s Certificate of Substantial Completion designates a commencement date for warranties other
than the date of Substantial Completion for the Work, or a designated portion of the Work, submit written warranties upon request of the Architect or Owner. 1. When a designated portion
of the Work is completed and occupied or used by the Owner, by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect
and Owner within fifteen (15) days of completion of that designated portion of the Work. B. When a special warranty is required to be executed by the Contractor, or the Contractor and
a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft
to the Owner through the Architect for acceptance prior to final execution. CORNELL UNIVERSITY SECTION 01 78 36 Ithaca, New York WARRANTIES AND BONDS LOW RISE 9 CERTIFICATE WARRANTIES
AND BONDS 01 78 36-4 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 1.7 SUBMITTALS REQUIRED A. Submit warranties, bonds, and service and maintenance contracts as specified
in the respective sections of Specifications. Submit a schedule listing all required warranties. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1 FORM OF SUBMITTALS A. The Warranties and
Bonds shall be in electronic pdf format. Each submission shall include the title of the Project and the name of the Contractor. B. Provide a series of files organized in subdirectories
with a summary index with hyperlinks to the various documents and or references. C. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective
manufacturers, suppliers and subcontractors. D. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. 1. Product or work item. 2. Item
description. 3. Notation of what the equipment serves (e.g. – Provides perimeter heat) 4. Warranty Provider. Is the warranty provided by a manufacturer or installer? 5. Firm, with
name of principal and responsible party, address and telephone number. 6. Scope. 7. Duration. a. Date of beginning of warranty, bond or service and maintenance contract b. End date
of warranty, bond or service and maintenance contract. 8. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. Instances which might affect the validity
of warranty or bond. 9. Contractor, name of responsible principal, address and telephone number. CORNELL UNIVERSITY SECTION 01 78 36 Ithaca, New York WARRANTIES AND BONDS LOW RISE
9 CERTIFICATE WARRANTIES AND BONDS 01 78 36-5 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 3.2 TIME OF SUBMITTALS A. Make final submittals within ten (10) days after
Date of Substantial Completion, prior to final request for payment. B. For items of work when acceptance is delayed materially beyond the Date of Substantial Completion, provide updated
submittal within ten (10) days after acceptance, listing the date of acceptance as the start of the warranty period. ***END OF SECTION 01 78 36*** CORNELL UNIVERSITY SECTION 01 78
39 Ithaca, New York RECORD DOCUMENTS LOW RISE 9 CERTIFICATE RECORD DOCUMENTS 01 78 39-1 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS SECTION 01 78 39 RECORD DOCUMENTS
1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall maintain at the site, during construction, one record copy of: 1. Drawings 2. Specifications 3. Addenda 4. Change Orders and other
Modifications to the Contract 5. Architect's Field Orders or written instructions. 6. Final Shop Drawings, Product Data and Samples 7. Field Test records 8. Construction photographs
1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store documents and samples in Contractor's field office apart from documents used for construction. 1. Provide files and racks for storage
of documents. 2. Provide cabinet or storage space for storage of samples. B. File documents and samples in accordance with Data Filing Format of the Uniform Construction Index. C. Maintain
documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for review
by the Owner’s Representative and the Architect. CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS LOW RISE 9 CERTIFICATE RECORD DOCUMENTS 01 78 39-2 OF OCCUPANCY
ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS 1.3 RECORDING A. Label each document "AS BUILT" in neat large printed letters. B. Record information concurrently with construction
progress. 1. Do not conceal any work until required information is recorded. C. Drawings As built drawings shall consist of making any changes neatly and clearly on the Contract Drawings
using colored ink or pencil, shall be kept current by the contractor on a day-to-day basis in concert with the progress of the work. Where applicable, the change marked on a drawing
is to carry the notation “per Change Order No. X”, or similar reference which cites the reason for the change. As an alternative approach the Contractor can submit a plan for producing
the “As-Built” drawings via electronic mark-up in Bluebeam, Adobe Professional, or other similar program as an alternative to colored pencil or ink mark-ups. Such plan shall be subject
to approval of the Owner. The day-to-day construction as built drawings shall be made available to the Architect or Owner’s Representative for review upon request. The "As built" drawings
shall show all changes to the following areas of construction: 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 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. CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS
LOW RISE 9 CERTIFICATE RECORD DOCUMENTS 01 78 39-3 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS f. Building envelope systems including roofing systems and building
shell systems g. Geotechnical subsurface information h. Items that will require future maintenance i. Life safety critical items 3. Mechanical (HVAC, Plumbing and Fire Protection)
a. Products where submittals are requested b. Final locations of all equipment. c. Final sizes and materials of piping and ductwork. d. Final locations of inaccessible piping and ductwork.
e. Final locations of all control’s equipment, including all sensors and actuators. f. Final locations of all valves and dampers, including all shutoff valves, balance dampers and fire
dampers. g. Location of access doors for all equipment in concealed locations. h. Final location and arrangement of all mechanical equipment and concealed gas, sprinkler, domestic,
sanitary and drainage systems piping and other plumbing, including, but not limited to, supply and circulating mains, principal valves, meters, clean-outs, drains, pumps and controls,
vent stacks, sanitary and storm water drainage. 4. Electrical a. Products where submittals were requested. b. Circuit (wire and raceway) size, number, and type. c. Main circuit pathways
for Fire Alarm, Emergency Power, and Access Control/Security systems. d. Final locations of equipment and devices, interior and exterior luminaires, and power supplies. e. Final location
of electric signal system panels, final arrangement of all circuits and any significant changes made in electrical signal system design as a result of Change Order or job conditions.
5. Environmental a. Utility related elements and supporting infrastructure CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS LOW RISE 9 CERTIFICATE RECORD DOCUMENTS
01 78 39-4 OF OCCUPANCY ENABLING DECEMBER 11, 2020 & HEATER REPLACEMENTS D. Specifications and Addenda Legibly mark each section to record: 1. Manufacturer, trade name, catalog number,
and Supplier of each product and item of equipment actually installed. 2. Changes made by Field Order or by Change Order. 1.4 SUBMITTAL A. At Contract close-out, deliver copies of all
record documents to the Owner’s Representative. B. Accompany submittal with transmittal letter in duplicate, containing: 1. Date 2. Project title and number 3. Contractor's name and
address 4. Title and number of each record document 5. Certification that each document is complete and accurate 6. Signature of Contractor or its authorized representative. 2.0 PRODUCTS
– NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 78 39*** TECHNICAL SPECIFICATIONS FOR LOW RISE 9 CERTIFICATE OF OCCUPANCY ENABLING & HEATER REPLACEMENTS
CORNELL UNIVERSITY ITHACA, NEW YORK SPECIFICATION SECTION 02 82 13 Asbestos Abatement at Cornell University’s Low Rise 9 for the Low Rise 9 Certificate of Occupancy Enabling
and Heater Replacement Project Prepared for: Cornell University Student and Campus Life Room 311 Day Hall Cornell Ithaca, NY Campus Prepared by: 860 Hooper Road Endwell, NY
13760 Phone: 607-231-6600 Fax: 607-231-6640 Delta Project No. 2019.003.365 Stephen Prislupsky, Director of Environmental Services NYS DOL Certified Asbestos Project Designer Certificate
No. 90-10891 Dated: December 11, 2020 CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 2 December 11, 2020 SECTION 02 82 13 ASBESTOS
ABATEMENT PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
Sections, apply to this Section. 1.02 SCOPE OF WORK A. The asbestos abatement work will consist of the removal and disposal of non-asbestos materials, asbestos containing materials
and asbestos contaminated materials as a part of the Low Rise 9 Certificate of Occupancy Enabling and Heater Replacements Project. B. Reference Drawings AR-100 through AR-107 for
asbestos abatement notes, locations, information and details. Reference the Division 00 Procurement Requirements section for the project’s Pre-Renovation Asbestos Survey Report. C.
Asbestos containing and asbestos contaminated materials to be removed include the following: 1. Door Slabs with Asbestos-Containing Core Material – Remove 16 (qty) door slabs with
asbestos containing core material – 320 square feet total (16 slabs @ 20 SF each) 2. Asbestos-Containing Floor Tile (with non-asbestos mastic) – Floor Tile removal shall be performed
as necessary for the Room 9200JC New Entry Door Frame Installation – estimated 3 square feet removal. 3. Wood Cove Base and associated Asbestos Mastic – Remove wood cove base and its
associated asbestos containing mastic at all locations were new gates, partitions and walls are to be installed. Removal shall include the entire wood cove section / piece and its
associated mastic at a given location - average 2.5 square feet at 13 locations (based two qty 5 linear feet cove base / mastic removal at 3” width per location). 4. Ceiling-hung Heater
Units Interior Wiring - Remove 24 (qty) heater units with interior asbestos containing wiring - 24 square feet total (24 units at 1 SF wire wrap per unit). The entire heater unit shall
be packaged and disposed of as RACM at each location. D. Floor tile, heater unit, and wood cove base/associated mastic removals shall be performed within minor-project negative pressure
tent work areas having attached airlock systems for access/egress. E. Asbestos cored door slab removal work shall be performed as per the provisions and conditions of the Cornell
Ithaca Campus-Wide Variance File No. 20-0068. F. The Contractor shall be aware of all conditions of the Project and is responsible for verifying quantities and locations of all Work
to be performed. Failure to do so shall not relieve the Contractor of its obligation to furnish all labor and materials necessary to perform the Work. CORNELL UNIVERSITY SECTION 028213
Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 3 December 11, 2020 G. All Work shall be performed in strict accordance with the Project Documents and all governing codes,
rules, and regulations. Where conflicts occur between the Project Documents and applicable codes, rules, and regulations, the more stringent shall apply. 1.03 SPECIAL JOB CONDITIONS
A. The Cornell University Ithaca Campus-Wide Variance File No. 20-0068 to be utilized for this project is included in Attachment A at the end of this specification section. B. The
Contractor may submit for a Site Specific Variance to accomplish the Project. Variance petition shall be submitted to the Owners Representative for review and approval prior to submission
to the New York State Department of Labor (NYS DOL). C. Work shifts and working hours shall be as necessary to complete the project in the required time frame and shall be submitted
to the Owner’s Representative for review/approval. The Contractor shall coordinate and schedule all Work with the facility, the Owner and the Owner’s representative. D. Contractor
to submit man power and work schedule with bid. E. Owner will provide a tie-in location for electric and water source. The contractor will be responsible for providing GFCI electrical
panel(s) and connecting to the building system as necessary for project power. F. Any air sampling necessary to meet OSHA requirements will be the responsibility of the Asbestos Contractor.
G. Waste Dumpster locations shall be approved by the Facility Representative. All dumpsters receiving RACM Waste shall be enclosed and lockable (i.e. no open-to dumpsters). 1.04
PERMITS AND COMPLIANCE A. The Contractor shall assume full responsibility and liability for compliance with all applicable Federal, State, and local laws, rules, and regulations pertaining
to Work practices, protection of Workers, authorized visitors to the site, persons, and property adjacent to the Work. B. Perform asbestos related Work in accordance with New York
State Industrial Code Rule 56 (herein referred to as Code Rule 56), 40 CFR 61, 29 CFR 1926, and as specified herein. Where more stringent requirements are specified, adhere to the
more stringent requirements. C. The Contractor must maintain current licenses pursuant to New York State Department of Labor and Department of Environmental Conservation for all Work
related to this Project, including the removal, handling, transport, and disposal of asbestos containing materials. D. The Contractor must have and submit proof upon request that
any persons employed by the Contractor to engage in or supervise Work on any asbestos Project have a valid NYS asbestos handling certificate pursuant to Code Rule 56. E. Failure to
adhere to the Project Documents shall constitute a breach of the Contract and the Owner shall have the right to and may terminate the Contract provided, however, the failure of the
Owner to so terminate shall not relieve the Contractor from future compliance. CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 4 December
11, 2020 F. The contractor shall be responsible for any waste water permits required to perform his work under this contract. Any cost associated with waste water permits shall be
included in his Bid. G. The contractor shall be responsible for any Local City and/or State building permits required to perform his work. Any cost associated with building permits
shall be included in his Bid. 1.05 SUBMITTALS A. Reference the Front–end and Division 01 documents for eBuilder submittal requirements/procedures. B. Pre-Work Submittals: Within
7 days prior to the pre-construction conference, the Contractor shall submit an electronic pdf format copy of the documents listed below for review and approval prior to the commencement
of asbestos abatement activities: 1. Contractor license issued by New York State Department of Labor. 2. Progress Schedule: a. Show the complete sequence of abatement activities and
the sequencing of Work for each floor. b. Show the dates for the beginning and completion of each major element of Work including substantial completion dates for each Work Area and
Floor. 3. Project Notifications: As required by Federal and State regulatory agencies together with proof of transmittal (i.e. certified mail return receipt). 4. Building Occupant
Notification: As required by regulatory agencies. 5. Abatement Work Plan: Provide plans that clearly indicate the following: a. All Work Areas/containments numbered sequentially.
b. Waste transport routes through the building to the waste storage container. 6. Disposal Site/Landfill Permit from applicable regulatory agency. 7. NYS Department of Environmental
Conservation Waste Transporter Permit. C. On-Site Submittals: Refer to Part 3.01.D for all submittals, documentation, and postings required to be maintained on-site during abatement
activities. D. Project Close-out Submittals: Within 10 days of project completion, the Contractor shall submit an electronic pdf format copy of the documents listed below for review
and approval prior to the Contractor’s final payment. 1. OSHA compliance air monitoring records conducted during the Work. 2. Daily progress log, including the entry/exit log. 3.
A list of all Workers used in the performance of the Project, including name, NYS DOL certification number and type of certification (i.e. supervisor, asbestos handler, etc.). E. Fully
executed/signed Originals of all waste disposal manifests shall be submitted as per applicable State and Federal Regulations and time frame requirements. F. The contractor shall also
be responsible for completing and submitting the Owner’s “Contractor Waste Material Disposal Plan” form included in the front-end Bid Documents. This form shall be submitted and approved
by the Cornell Project Manager prior to the Owner issuing any payment for the project. CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213
- 5 December 11, 2020 1.06 PRE-BID MEETING A. Bidders shall attend a pre-bid meeting. Bidding Contractors will be notified in advance of the meeting. B. Contractors shall familiarize
themselves with the Contract Documents prior to attending the conference. 1.07 APPLICABLE STANDARDS AND REGULATIONS A. The Contractor shall comply with the following codes and standards,
except where more stringent requirements are shown or specified: B. Federal Regulations: 1. 29 CFR 1910.1001, "Asbestos" (OSHA) 2. 29 CFR 1910.1200, "Hazard Communication" (OSHA) 3.
29 CFR 1910.134, "Respiratory Protection" (OSHA) 4. 29 CFR 1910.145, "Specification for Accident Prevention Signs and Tags" (OSHA) 5. 29 CFR 1926, "Construction Industry" (OSHA) 6.
29 CFR 1926.1101, "Asbestos, Tremolite, Anthophyllite, and Actinolite" (OSHA) 7. 29 CFR 1926.500 "Guardrails, Handrails and Covers" (OSHA) 8. 40 CFR 61, Subpart A, "General Provisions"
(EPA) 9. 40 CFR 61, Subpart M, "National Emission Standard for Asbestos" (EPA) 10. 49 CFR 171-172, Transportation Standards (DOT) C. New York State Regulations: 1. 12 NYCRR, Part 56,
"Asbestos", Industrial Code Rule 56 (DOL). 2. 6 NYCRR, Parts 360, 364, Disposal and Transportation (DEC) 3. 10 NYCRR, Part 73, "Asbestos Safety Program Requirements" (DOH) D. Standards
and Guidance Documents: 1. American National Standard Institute (ANSI) Z88.2-80, Practices for Respiratory Protection 2. ANSI Z9.2-79, Fundamentals Governing the Design and Operation
of Local Exhaust Systems 3. EPA 560/585-024, Guidance for Controlling Asbestos Containing Materials in Buildings (Purple Book) 4. EPA 530-SW-85-007, Asbestos Waste Management Guidance
5. ASTM Standard E1368 “Standard Practice for Visual Inspection of Asbestos Abatement Projects.” 1.08 NOTICES A. When applicable, the Contractor shall provide notification of intent
to commence asbestos abatement activities as indicated below. 1. At least ten (10) Working days prior to beginning abatement activities, send written notification to: U.S. Environmental
Protection Agency National Emissions Standards for Hazardous Air Pollutants (NESHAPS) Coordinator 26 Federal Plaza New York, NY 10007. CORNELL UNIVERSITY SECTION 028213 Ithaca, New
York ASBESTOS ABATEMENT Low Rise 9 028213 - 6 December 11, 2020 2. At least ten (10) days prior to beginning abatement activities send written notification to: New York State
Department of Labor Division of Safety and Health, Asbestos Control Program. State Office Campus Building 12 - Room 454 Albany, NY 12240 B. The Contractor is required to send
notifications to regulatory agencies via mail or package delivery service that will provide proof of delivery and receipt. C. The Contractor shall post and/or provide Building Occupant
Notification at least 10 days prior to beginning abatement activities as required by Code Rule 56. 1.09 PROJECT MONITORING AND AIR SAMPLING A. The Owner shall engage the services
of an Environmental Consultant (the Consultant) who shall provide Project Monitoring and Air Sampling for the project. B. The Contractor is required to ensure cooperation of its personnel
with the Consultant for the air sampling and Project monitoring functions described in this section. The Contractor shall comply with all direction given by the Consultant during the
course of the Project. C. The Consultant shall review and approve or disapprove all onsite submittals as required by section 3.01. D. The Consultant shall staff the Project with
a trained and certified person(s). This individual shall be designated as the Asbestos Project Monitor (APM). 1. The APM shall be on-site at all times the Contractor is on-site. The
Contractor shall not be permitted to conduct any Work unless the APM is on-site (except for inspection of barriers and negative air system during non-working days). 2. The APM shall
have the authority to direct the actions of the Contractor verbally and in writing to ensure compliance with the Project documents and all regulations. The APM shall have the authority
to Stop Work when gross Work practice deficiencies or unsafe practices are observed, or when ambient fiber concentrations outside the removal area exceed .01 f/cc or background level.
a. Such Stop Work order shall be effective immediately and remain in effect until corrective measures have been taken and the situation has been corrected. b. Standby time required
to resolve the situation shall be at the Contractor's expense. 3. The APM shall provide the following services: a. Inspection of the Contractor's Work, practices, and procedures, including
temporary protection requirements, for compliance with all regulations and Project specifications. b. Provide abatement Project air sampling as required by applicable regulations
and the Owner’s requirements. Sampling will include background, work area preparation, asbestos handling, and final cleaning and clearance air sampling. c. Verify daily that all Workers
used in the performance of the Project are certified by the appropriate regulatory agency. CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213
- 7 December 11, 2020 d. Monitor the progress of the Contractor's Work, and report any deviations from the schedule to the Owner’s Representative. e. Monitor, verify, and document
all waste load-out operations. f. Verify that the Contractor is performing personal air monitoring daily, and that results are being returned and posted at the site as required. g.
The APM shall maintain a log on site that documents all project related and Consultant and Contractor actions, activities, and occurrences. 4. The following minimum inspections shall
be conducted by the APM. Additional inspections shall be conducted as required by Project conditions. Progression from one phase of Work to the next by the Contractor is only permitted
with the written approval of the APM. a. Pre-Construction Inspection: The purpose of this inspection is to verify the existing conditions of the Work Areas and to document these conditions.
b. Pre-Abatement Inspection: The purpose of this inspection is to verify the integrity of each containment system prior to disturbance of any asbestos containing material. This inspection
shall take place only after the Work Area is fully prepped for removal. c. Work In-Progress Inspections: The purpose of this inspection is to monitor the Work practices and procedures
employed on the Project and to monitor the continued integrity of the containment system. Inspections within the removal areas shall be conducted by the APM during all preparation,
removal, and cleaning activities at least twice every Work shift. Additional inspections shall be conducted as warranted. d. Visual Clearance Inspection: The purpose of this inspection
is to verify that: all materials in the scope of work have been properly removed; no visible asbestos debris/residue remains; no pools of liquid or condensation remains; and all required
cleanings are complete. This inspection shall be conducted before final air clearance testing. e. Post-Clearance Inspection: The purpose of this inspection is to ensure the complete
removal of ACM, including debris, from the Work Area after satisfactory final clearance sampling and removal of all isolation/critical barriers and equipment from the Work Area. E.
The Consultant shall provide abatement Project air sampling and analysis as required by applicable regulations (New York State and/or AHERA). Sampling will include background, work
area preparation, asbestos handling, and final cleaning and clearance air sampling. 1. Unless otherwise directed by the Owner, the Consultant shall have samples analyzed by Phase Contrast
Microscopy (PCM). If TEM clearance is required by the Owner, AHERA protocols/methodology shall be followed. 2. Samples shall be collected as required by applicable regulations (New
York State and/or AHERA) and these specifications. If Transmission Electron Microscopy (TEM) clearance air sampling is utilized by the owner, the clearance criteria and sampling protocols
must be in compliance with AHERA. If PCM air sample analysis results exceed the satisfactory clearance criteria, then TEM analysis of the entire set of clearance air samples may be
used, provided that a standard NIOSH/ELAP accepted laboratory analysis method is utilized that shall report each air sample result in fibers per cubic centimeter. 3. If the air sampling
during any phase of the abatement project reveals airborne fiber levels at or above .01 fibers/cc or the established background level, whichever is greater, outside the regulated Work
Area, Work shall stop immediately and corrective measures required by Code Rule 56 shall be initiated. Notify all employers and occupants in CORNELL UNIVERSITY SECTION 028213 Ithaca,
New York ASBESTOS ABATEMENT Low Rise 9 028213 - 8 December 11, 2020 adjacent areas. The Contractor shall bear the burden of any and all costs incurred by this delay. 4. The Environmental
Consultant shall submit copies of all elevated air sampling results collected during abatement and all final air clearance results to the Commissioner of Labor. 1.10 CONTRACTOR AIR
SAMPLING A. In addition to the requirements of OSHA 1926.1101, the Contractor shall be required to perform personal air monitoring every Work shift in each Work Area during which abatement
activities occur in order to determine that appropriate respiratory protection is being worn and utilized. B. The Contractor shall conduct air sampling that is representative of both
the 8-hour time weighted average and 30-minute short-term exposures to indicate compliance with the permissible exposure and excursion limits. C. The Contractor's laboratory analysis
of air samples shall be conducted by an NYS DOH ELAP approved laboratory, subject to approval of the Owner’s Representative. D. Results of personnel air sample analyses shall be
available, verbally, within twenty-four (24) hours of sampling and shall be posted upon receipt. Written laboratory reports shall be delivered and posted at the Work site within five
(5) days. Failure to comply with these requirements may result in all work being stopped until compliance is achieved. 1.11 PROJECT SUPERVISOR A. The Contractor shall designate
a full-time Project Supervisor who shall meet the following qualifications: 1. The Project Supervisor shall hold New York State certification as an Asbestos Supervisor. 2. The Project
Supervisor shall meet the requirements of a "Competent Person" as defined by OSHA 1926.1101 and shall have a minimum of one year experience as a supervisor. 3. The Project Supervisor
must be able to read and write English fluently, as well as communicate in the primary language of the Workers. B. If the Project Supervisor is not on-site at any time whatsoever,
all Work shall be stopped. The Project Supervisor shall remain on-site until the Project is complete. The Project Supervisor cannot be removed from the Project without the written
consent of the Owner. The Project Supervisor shall be removed from the Project if so requested by the Owner. C. The Project Supervisor shall maintain the bound Daily Project Log
that also includes the entry/exit logs as required by New York State Department of Labor and section 2.03 of the specifications and the Waste Disposal Log required by section 4.04 of
the specifications. D. The Project Supervisor shall be responsible for the performance of the Work and shall represent the Contractor in all respects at the Project site. The Supervisor
shall be the primary point of contact for the Asbestos Project Monitor. CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 9 December 11,
2020 1.12 MEDICAL REQUIREMENTS A. Before exposure to airborne asbestos fibers, provide Workers with a comprehensive medical examination as required by 29 CFR 1910.1001, and 29 CFR
1926.1101. 1. This examination is not required if adequate records show the employee has been examined as required by 29 CFR 1910.1001, and 29 CFR 1926.1101 within the past year. 2.
The same medical examination shall be given on an annual basis to employees engaged in an occupation involving asbestos fibers and within thirty (30) calendar days before or after the
termination of employment in such occupations. 3. Medical Examination records shall be maintained on site for each employee. 1.13 TRAINING A. As required by applicable regulations,
prior to assignment to asbestos Work instruct each employee with regard to the hazards of asbestos, safety and health precautions, and the use and requirements of protective clothing
and equipment. B. Establish a respirator program as required by ANSI Z88.2 and 29 CFR 1910.134, and 29 CFR 1926.1101. Provide respirator training and fit testing. C. An onsite "tool
box talk" is mandatory for all Contractor field personnel before the asbestos removal can begin. This talk will review Cornell University practices and procedures pertaining to asbestos
control. Workers not complying with these specifications or Cornell University practices and procedures will be asked to leave the job. 1.14 RESPIRATORY PROTECTION A. Select respirators
from those approved by the Mine Safety and Health Administration (MSHA), and the National Institute for Occupational Safety and Health (NIOSH), Department of Health and Human Services.
B. Respirators shall be individually fit-tested to personnel under the direction of an Industrial Hygienist on a yearly basis. Fit-tested respirators shall be permanently marked to
identify the individual fitted, and use shall be limited to that individual. Fit-test records shall be maintained on site for each employee. C. Where fiber levels permit, and in compliance
with regulatory requirements, Powered Air Purifying Respirators (PAPR) are the minimum allowable respiratory protection permitted to be utilized during gross removal operations of OSHA
Class I or OSHA Class II friable ACM. D. No respirators shall be issued to personnel without such personnel participating in a respirator training program. E. High Efficiency Particulate
Air (HEPA) respirator filters shall be approved by NIOSH and shall conform to the OSHA requirements in 29 CFR 1910.134 and 29 CFR 1926.1101. F. A storage area for respirators shall
be provided by the Contractor in the clean room side of the personnel decontamination enclosure where they will be kept in a clean environment. CORNELL UNIVERSITY SECTION 028213 Ithaca,
New York ASBESTOS ABATEMENT Low Rise 9 028213 - 10 December 11, 2020 G. The Contractor shall provide and make available a sufficient quantity of respirator filters so that filter
changes can be made as necessary during the work day. Filters will be removed and discarded during the decontamination process. Filters cannot be reused. Filters must be changed
if breathing becomes difficult. H. Filters used with negative pressure air purifying respirators shall not be used any longer than one eight (8) hour work day. I. Any authorized visitor,
Worker, or supervisor found in the Work Area not wearing the required respiratory protection shall be removed from the Project site and not be permitted to return. J. The Contractor
shall have at least two (2) Powered Air Purifying Respirators stored on site designated for authorized visitors use. Appropriate respirator filters for authorized visitors shall be
made available by the Contractor. 1.15 DELIVERY AND STORAGE A. Deliver all materials to the job site in original packages with containers bearing manufacturer's name and label. B.
Store all materials at the job site in a suitable and designated area. 1. Store materials subject to deterioration or damage away from wet or damp surfaces and under cover. 2. Protect
materials from unintended contamination and theft. 3. Storage areas shall be kept clean and organized. C. Remove damaged or deteriorated materials from the job site. Materials contaminated
with asbestos shall be disposed of as asbestos debris as herein specified. 1.16 TEMPORARY UTILITIES A. Temporary shutdown of HVAC and lock out of electric power to abatement work
areas shall be the responsibility of the contractor and shall be coordinated with the owner. If electrical circuits, machinery and other electrical systems in or passing through a
given regulated abatement work area must stay in operation, the contractor shall isolate/seal the live electric as per the requirements of 12 NYCRR Part 56 Subpart 56-7.7. B. The
Owner will provide a tie-in location to building power for the Contractor’s GFCI electric panel for project power. All temporary power to the work areas shall be brought in from outside
the work area through a ground-fault circuit interrupter at the source. The contractor will be responsible for all temporary power (including the power required by the owner's representative
for air sampling equipment). All operations associated with electrical service work (i.e. lockout, temporary power hook-up, etc.) shall be performed by a licensed electrician. C.
Provide temporary lighting with "weatherproof" fixtures for all Work Areas including decontamination chambers. 1. The entire Work Area shall be kept illuminated at all times. 2. Provide
lighting as required by the Environmental Consultant for the purposes of performing required inspections. CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT
Low Rise 9 028213 - 11 December 11, 2020 D. All temporary devices and wiring used in the Work Area shall be capable of decontamination procedures including HEPA vacuuming and wet-wiping.
E. Utilize domestic water service, if available, from Owner's existing system. Provide hot water heaters with sufficient capacity to meet Project demands. PART 2 PRODUCTS 2.01
PROTECTIVE CLOTHING A. Provide personnel utilized during the Project with disposable protective whole body clothing, head coverings, gloves and foot coverings. Provide disposable plastic
or rubber gloves to protect hands. Cloth gloves may be worn inside the plastic or rubber for comfort, but shall not be used alone. Make sleeves secure at the wrists and make foot
coverings secure at the ankles by the use of tape, or provide disposable coverings with elastic wrists or tops. B. Provide sufficient quantities of protective clothing to assure a
minimum of four (4) complete disposable outfits per day for each individual performing abatement Work. C. Eye protection and hard hats shall be provided and made available for all
personnel entering any Work Area. D. Authorized visitors shall be provided with suitable protective clothing, headgear, eye protection, and footwear whenever they enter the Work Area.
2.02 SIGNS AND LABELS A. Provide warning signs and barrier tapes at all approaches to asbestos Work Areas. Locate signs at such distance that personnel may read the sign and take
the necessary protective steps required before entering the area. 1. Provide danger signs in vertical format conforming to 29 CFR 1926.1101, minimum 20" x 14" displaying the following
legend. DANGER ASBESTOS CANCER AND LUNG DISEASE HAZARD AUTHORIZED PERSONNEL ONLY RESPIRATORS AND PROTECTIVE CLOTHING ARE REQUIRED IN THIS AREA 2. Provide 3" wide yellow barrier tape
printed with black lettered, "DANGER ASBESTOS REMOVAL". Locate barrier tape across all corridors, entrances and access routes to asbestos Work Area. Install tape 3' to 4' AFF. B.
Provide asbestos danger labels affixed to all asbestos materials, scrap, waste, debris and other products contaminated with asbestos. 1. Provide asbestos danger labels of sufficient
size to be clearly legible, displaying the following legend: CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 12 December 11, 2020 DANGER
CONTAINS ASBESTOS FIBERS AVOID CREATING DUST CANCER AND LUNG DISEASE HAZARD 2. Provide the following asbestos labels, of sufficient size to be clearly legible, for display on waste
containers (bags or drums) which will be used to transport asbestos contaminated material in accordance with United States Department of Transportation 49 CFR Parts 171 and 172: RQ
HAZARDOUS SUBSTANCE SOLID, NOS ORM-E, NA 9188 ASBESTOS 3. Generator identification information shall be affixed to each waste container indicating the following printed in indelible
ink: Generator Name Facility Name Facility Address 2.03 DAILY PROJECT LOG A. Provide a Daily Project Log. The log shall contain on title page the Project name, name, address
and phone number of Owner; name, address and phone number of Owner’s Representative; name, address and phone number of Environmental Consultant; name, address and phone number of Abatement
Contractor; emergency numbers including, but not limited to local Fire/Rescue department and all other New York State Department of Labor requirements. B. All entries into the log
shall be made in non-washable, permanent ink and such pen shall be strung to or otherwise attached to the log to prevent removal from the log-in area. Under no circumstances shall
pencil entries be permitted. C. All persons entering and exiting the Work Area shall sign the log and include name, social security number, and time. D. The Project Supervisor shall
document all Work performed daily and note all inspections required by Code Rule 56, i.e. testing and inspection of barriers and enclosures. 2.04 SCAFFOLDING AND LADDERS A. Provide
all scaffolding and/or staging as necessary to accomplish the Work of this Contract. Scaffolding may be of suspension type or standing type such as metal tube and coupler, tubular
welded frame, pole or outrigger type or cantilever type. The type, erection and use of all scaffolding and ladders shall comply with all applicable OSHA construction industry standards.
B. Provide scaffolding and ladders as required by the Environmental Consultant for the purposes of performing required inspections. CORNELL UNIVERSITY SECTION 028213 Ithaca, New
York ASBESTOS ABATEMENT Low Rise 9 028213 - 13 December 11, 2020 2.05 SURFACTANT (AMENDED WATER) A. Wet all asbestos-containing materials prior to removal with surfactant mixed
and applied in accordance with manufacturer's printed instructions. B. Approved Manufacturer: 1. International Protective Coatings Corp.: Serpiflex Shield 2. American Coatings Corp.:
EPA 55 Asbestos Removal Agent 3. Certified Technologies: CerTane 2075 Penetrating Surfactant 2.06 ENCAPSULANT A. Encapsulant shall be tinted or pigmented so that application when
dry is readily discernible. 2.07 DISPOSAL BAGS, DRUMS, AND CONTAINERS A. Provide 6 mil polyethylene disposal bags printed with asbestos caution labels. Bags shall also be imprinted
with U.S. Department of Transportation required markings. B. Provide 30 or 55 gallon capacity fiber, plastic, or metal drums capable of being sealed air and water tight if asbestos
waste has the potential to damage or puncture disposal bags. Affix asbestos caution labels on lids and at one-third points around drum circumference to assure ready identification.
C. Containers and bags must be labeled in accordance with 40 CFR Part 61 NESHAPS and Code Rule 56. When the bags/containers are moved to the lockable hardtop dumpster from the waste
decontamination system washroom, the bags must also be appropriately labeled with the date they are moved on the bag/container in waterproof markings. D. Labeled ACM waste containers
or bags shall not be used for non-ACM waste or trash. Any material placed in labeled containers or bags, whether turned inside out or not shall be handled and disposed of as ACM waste.
2.08 HEPA VACUUM EQUIPMENT A. All dry vacuuming performed under this contract shall be performed with High Efficiency Particulate Absolute (HEPA) filter equipped industrial vacuums
conforming to ANSI Z9.2. B. Provide tools and specialized equipment including scraping nozzles with integral vacuum hoods connected to a HEPA vacuum with flexible hose. 2.09 POWER
TOOLS A. Any power tools used to drill, cut into, or otherwise disturb asbestos material shall be manufacturer equipped with HEPA filtered local exhaust ventilation. 2.10 POLYETHYLENE
SHEETING A. All polyethylene (plastic) sheeting used on the Project (including but not limited to sheeting used for critical and isolation barriers, fixed objects, walls, floors, ceilings,
waste container) shall be at least 6 mil fire retardant sheeting. CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 14 December 11, 2020
B. Decontamination enclosure systems shall utilize at least 6 mil opaque fire retardant plastic sheeting. At least 2 layers of 6 mil reinforced fire retardant plastic sheeting shall
be used for the flooring. PART 3 EXECUTION 3.01 GENERAL REQUIREMENTS A. Should visible emissions or water leaks be observed outside the Work Area, immediately stop Work and institute
emergency procedures per Code Rule 56. Should there be elevated fiber levels outside the Work Area, immediately stop Work, institute emergency procedures per Code Rule 56, and notify
all employers and occupants in adjacent areas. All costs incurred in decontaminating such non-Work Areas and the contents thereof shall be borne by the Contractor, at no additional
cost to the Owner. B. Medical approval, fit test reports, and NYS DOL certificates shall be on site prior to admittance of any Contractor’s employees to the asbestos Work Area.
C. The following submittals, documentation, and postings shall be maintained on-site by the Contractor during abatement activities at a location approved by the Abatement Project Monitor:
1. Contractor license issued by New York State Department of Labor. 2. Certification, Worker Training, Medical Surveillance: a. New York State Asbestos Handler certification cards for
each person employed in the removal, handling, or disturbance of asbestos. b. Evidence that Workers have received proper training required by the regulations and the medical examinations
required by OSHA 29 CFR 1926.1101. c. Documentation that Workers have been fit tested specifically for respirators used on the Project. 3. Daily OSHA personal air monitoring results.
4. NYS Department of Health ELAP certification for the laboratory that will be analyzing the OSHA personnel air samples. 5. NYS Department of Environmental Conservation Waste Transporter
Permit. 6. Project documents (specifications and drawings.) 7. Notifications and variances (site specific and applicable.) Ensure that the most up-todate notifications and variances
are on-site. 8. Applicable regulations. 9. Material Safety Data Sheets of supplies/chemicals used on the Project. 10. Approved Abatement Work Plan. 11. List of emergency telephone
numbers. 12. Magnahelic manometer semi-annual calibration certification. 13. Daily Project Log. D. The following documentation shall be maintained on-site by the Abatement Project
Monitor during abatement activities: 1. Contractor license issued by New York State Department of Labor. 2. Air Sample Log. 3. Air sample results. 4. Project Monitor Daily Log CORNELL
UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 15 December 11, 2020 5. Asbestos Survey Report. 6. A copy of ASTM Standard E1368 “Standard Practice
for Visual Inspection of Asbestos Abatement Projects.” E. The Work Area must be vacated by building occupants prior to decontamination enclosure construction and Work Area preparation.
F. All demolition necessary to access asbestos containing materials for removal must be conducted within negative pressure enclosures by licensed asbestos handlers. Demolition debris
may be disposed of as construction and demolition debris provided the Abatement Project Monitor determines that it is not contaminated with asbestos and there has been no disturbance
of ACM within the enclosure. If the demolition debris is determined to be contaminated or ACM has been disturbed, it must be disposed of as asbestos waste. 3.02 PERSONNEL DECONTAMINATION
ENCLOSURE A. For all small and large project work areas, provide a personnel decontamination enclosure system. The system shall be contiguous to the Work Area unless the use of a
remote unit is permitted by Code Rule 56 or a Site Specific Variance. The decontamination enclosure shall not be located within the work area unless isolation barriers are installed.
If the decontamination unit is accessible to the public it shall be fully framed and sheathed to prevent unauthorized entry. B. For attached Unit, access to the Work Area will be
from the clean room through an air-lock to the shower and through an air lock to the equipment room. Each airlock shall be a minimum of three feet from door to door. Additional air
locks shall be provided as required by Code Rule 56 for remote decontamination enclosures. C. The decontamination enclosure ceiling and walls shall be covered with one layer of opaque
6 mil polyethylene sheeting. Two layers of reinforced polyethylene sheeting shall be used to cover the floor. D. The entrance to the clean room shall have a lockable door. Provide
suitable lockers for storage of Worker's street clothes. Storage for respirators along with replacement filters and disposable towels shall also be provided. E. Provide a temporary
shower with individual hot and cold water supplies and faucets. Provide a sufficient supply of soap and shampoo. There shall be one shower for every six Workers. The shower room
shall be constructed in such a way so that travel through the shower chamber shall be through the shower. The shower shall not be able to be bypassed. F. Shower water shall be drained,
collected and filtered through a system with at least a 5.0 micron particle size collection capability containing a series of several filters with progressively smaller pore sizes to
avoid rapid clogging of the system. The filtered waste water shall then be discharged in accordance with applicable codes and the contaminated filters disposed of as asbestos waste.
G. The equipment room shall be used for the storage of tools and equipment. A walk-off pan filled with water shall be located in the Work Area outside the equipment room for Workers
to clean foot coverings when leaving the Work Area. A labeled 6 mil plastic ACM waste bag for collection of contaminated clothing shall be located in this room. CORNELL UNIVERSITY
SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 16 December 11, 2020 H. The personal decontamination enclosure shall be cleaned and disinfected minimally
at the end of each Work shift and as otherwise directed by the Asbestos Project Monitor. 3.03 WASTE DECONTAMINATION ENCLOSURE A. For all large project work areas provide a waste decontamination
enclosure system. The system shall be contiguous to the Work Area unless the use of a remote unit is permitted by Code Rule 56 or a Site Specific Variance. The decontamination enclosure
shall not be located within the work area unless isolation barriers are installed. If the Unit is accessible to the public it shall be fully framed and sheathed to prevent unauthorized
entry. B. The waste decontamination enclosure system shall consist of a holding area, air lock and washroom. The airlock shall be a minimum of three feet from door to door. The entrance
to the holding area shall have a lockable door. C. The decontamination enclosure ceiling and walls shall be covered with one layer of opaque 6 mil polyethylene sheeting on walls and
ceiling. Two layers of reinforced polyethylene sheeting shall be used to cover the floor. D. Where there is only one egress from the Work Area, the holding area of the waste decontamination
enclosure system may branch off from the personnel decontamination enclosure equipment room, which then serves as the waste wash room. E. The waste wash room water shall be drained,
collected, and filtered through a system with at least a 5.0 micron particle size collection capability containing a series of several filters with progressively smaller pore sizes
to avoid rapid clogging of the system. The filtered waste water shall then be discharged in accordance with applicable codes and the contaminated filters disposed of as asbestos waste.
F. In small asbestos Projects where only one egress from the Work Area exists, the shower room may be used as a waste washroom. In this instance, the clean room shall not be used
for waste storage, but shall be used for waste transfer to carts, which shall immediately be removed from this enclosure. 3.04 NEGATIVE AIR PRESSURE FILTRATION SYSTEM A. Provide
a portable asbestos filtration system that develops a minimum pressure differential of negative 0.02 in. of water column within all full enclosure areas relative to adjacent unsealed
areas and that provides a minimum of 4 air changes per hour in the Work Area during abatement and 6 air changes for non-friable flooring and/or mastic removal . B. Such filtration
systems must be made operational after critical and isolation barriers are installed but before wall, floor, and ceilings are plasticized and shall be operated 24 hours per day during
the entire Project until the final cleanup is completed and satisfactory results of the final air samples are received from the laboratory. C. The system shall include a series of
pre-filters and filters to provide High Efficiency Particulate Air (HEPA) filtration of particles down to 0.3 microns at 100% efficiency and below 0.3 microns at 99.9% efficiency.
Provide sufficient replacement filters to replace pre-filters every CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 17 December 11, 2020
2 hours, secondary pre-filters every 24 hours, and primary HEPA filters every 600 hours of operation. D. A minimum of one additional filtration unit of at least the same capacity
as the primary unit(s) shall be installed and fully functional to be used during primary unit (s) filter changing and in case of primary failure. E. At no time will the unit exhaust
indoors, within 15 feet of a receptor, including but not limited to windows and doors, or adversely affect the air intake of the building. Exhaust ducting shall not exceed 25’ in length
unless the conditions of AV-A-2 are utilized. Provide construction fencing at ground level exhaust termination locations per Code Rule 56. F. Upon electric power failure or shut-down
of any filtration unit, all abatement activities shall stop immediately and only resume after power is restored and all filtration units are fully operating. For shut-downs longer
than one hour, all openings into the Work Area, including the decontamination enclosures, shall be sealed. G. The Contractor shall provide a manometer to verify negative air pressure.
Manometers shall be read twice daily and recorded within the Daily Project Log. H. There shall be at least a 4 hour settling period after the Work Area is fully prepared and the
negative filtration units have been started to ensure integrity of the barriers. I. Once installed and operational, the Contractor’s Supervisor shall conduct daily inspections of
the Work Area to insure the airtight integrity of the enclosure and operation of the negative air system. Findings shall be recorded within the Daily Project Log. Inspections shall
also be conducted on days when no abatement activities are in progress per Code Rule 56 (i.e. weekends). 3.05 REMOVAL OF ASBESTOS CONTAINING MATERIALS A. Asbestos-containing materials
shall be removed in accordance with the Contract Documents and the approved Asbestos Work Plan. Only one type of ACM shall be abated at a time within a Work Area. Where there are
multiple types of ACM requiring abatement, Code Rule 56 procedures for sequential abatement shall be followed. B. Sufficiently wet asbestos materials with a low pressure, airless
fine spray of surfactant to ensure full penetration prior to material removal. Re-wet material that does not display evidence of saturation. C. One Worker shall continuously apply
amended water while ACM is being removed. D. Perform cutting, drilling, abrading, or any penetration or disturbance of asbestos containing material in a manner to minimize the dispersal
of asbestos fibers into the air. Use equipment and methods specifically designed to limit generation of airborne asbestos particles. All power operated tools used shall be provided
with HEPA equipped filtered local exhaust ventilation. E. Upon removal of ACM from the substrate, the newly exposed surfaces shall be HEPA vacuumed and/or wet cleaned. Surfaces must
be thoroughly cleaned using necessary methods and any required solvents to completely remove any adhesive, mastic, etc. CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS
ABATEMENT Low Rise 9 028213 - 18 December 11, 2020 F. All removed material shall be placed into 6 mil plastic disposal bags or other suitable container upon detachment from the
substrate. Cleanup of accumulations of loose debris or waste shall be performed whenever there is enough accumulation to fill a single bag or container and minimally at the end of
each workshift. G. Large components shall be wrapped in two layers of 6 mil polyethylene sheeting. Sharp components likely to tear disposal bags shall be placed in fiber drums or
boxes and then wrapped with sheeting. H. Power or pressure washers are not permitted for asbestos removal or clean-up procedures unless approved in a Site Specific Variance. I. All
open ends of pipe and duct insulation not scheduled for removal shall be encapsulated using lag cloth. J. All construction and demolition debris determined by the Environmental Consultant
to be contaminated with asbestos shall be handled and disposed of as asbestos waste. K. The use of metal shovels, metal dust pans, etc. are not permitted inside the work area. 3.06
EQUIPMENT AND WASTE CONTAINER DECONTAMINATION AND REMOVAL PROCEDURES A. External surfaces of contaminated containers and equipment shall be cleaned by wet cleaning and/or HEPA vacuuming
in the Work Area before moving such items into the waste decontamination enclosure system airlock by persons assigned to this duty. The persons in the Work Area shall not enter the
airlock. No gross removal operations are permitted when waste transfer is in progress. B. The containers and equipment shall be removed from the airlock by persons stationed in
the washroom during waste removal operations. The external surfaces of containers and equipment shall be cleaned a second time by wet cleaning. C. The cleaned containers of asbestos
material and equipment are to be dried of any excessive pooled or beaded liquid, placed in uncontaminated 6 mil plastic bags or sheeting, as the item's physical characteristics demand,
and sealed airtight. D. The clean recontainerized items shall be moved into the airlock that leads to the holding area. Workers in the washroom shall not enter this airlock. E. Containers
and equipment shall be moved from the airlock and into the holding area by persons dressed in clean personal protective equipment, who have entered from the holding area. F. The cleaned
containers of asbestos material and equipment shall be placed in water tight carts with doors or tops that shall be closed and secured. These carts shall be held in the holding area
pending removal. The carts shall be wet cleaned and/or HEPA vacuumed at least once each day. G. The exit from the decontamination enclosure system shall be secured to prevent unauthorized
entry. CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 19 December 11, 2020 H. Where the waste removal enclosure is part of the personnel
decontamination enclosure, waste removal shall not occur during shift changes or when otherwise occupied. Precautions shall be taken to prevent short circuiting and cycling of air
outward through the shower and clean room. 3.07 MINOR TENT ENCLOSURES A. Tent enclosures may only be used where specifically permitted by Code Rule 56 or a Site Specific Variance
issued by the NYS Department of Labor. B. The Contractor shall restrict access to the immediate area where tent removal procedures are taking place using barrier tape and/or construction
barriers. Caution signs shall be posted. C. Each tent work area shall be precleaned. All objects / equipment that will remain in the area during abatement shall be sealed with
two layers of six mil polyethylene and tape. D. The tent shall be a single use barrier constructed with a rigid frame and at least two layers of six mil polyethylene unless one layer
of six mil polyethylene is otherwise permitted by Code Rule 56. Tents with twenty (20) square feet or less of floor space or no gross removal of friable ACM shall be constructed of
one (1) layer of six mil polyethylene and shall include walls, ceilings and a floor (except portions of walls, floors and ceilings that are the removal surface) with double folded seams.
All seams shall be sealed airtight using duct tape and/or spray adhesive. E. Minor-project tents shall be constructed with at least one airlock for worker/waste egress. F.
A monometer shall be used for all OSHA Class I abatement. G. Negative air shall be maintained at four (4) air changes per hour for non-friable tent enclosure work areas. In Minor
tent enclosure work areas, a HEPA vacuum may be used to maintain the required air changes. H. OSHA compliance air monitoring is required per section 1.09. I. ACM removal shall
follow procedures defined in section 3.05. J. Waste material shall be placed in properly labeled 6 mil plastic bags or other appropriate containers. The outside of the bags or containers
shall be wet wiped and/or HEPA vacuumed and shall then be placed in a second bag/container before being transported to the waste storage container. All transportation of waste bags
and containers outside the Work Area shall be in watertight carts. These carts shall be held in the holding area pending removal. The carts shall be wet cleaned and/or HEPA vacuumed
at least once each day.’ K. Following completion of gross abatement and after all accumulations of asbestos waste materials have been containerized, the following decontamination procedures
shall be followed. 1. All bagged asbestos waste and unnecessary equipment shall be decontaminated and removed from the Work Area. 2. All surfaces in the Work Area shall be wet cleaned.
A wet-purpose shop vacuum may be used to pick up excess liquid, and shall be decontaminated prior to removal from the Work Area. CORNELL UNIVERSITY SECTION 028213 Ithaca, New York
ASBESTOS ABATEMENT Low Rise 9 028213 - 20 December 11, 2020 3. The Asbestos Project Monitor shall conduct a visual inspection of the Work Area for cleanliness and completion of
abatement. 4. After the waiting/settling and drying time requirements have elapsed, aggressive final clearance air sampling shall then be conducted by the Environmental Consultant.
5. Upon receipt of satisfactory final clearance air sampling results, the tent shall be collapsed into itself, placed in suitable disposal bags, and transported to the waste decontamination
enclosure. Isolation and critical barriers shall then be removed. 3.08 REMOVAL OF ASBESTOS-CORED DOOR SLABS A. Removal of the asbestos cored door slabs shall be performed as per
the requirements included in the Campus-Wide Variance File No. 20-0068 (reference Attachment A of this spec section) and as follows: 1. Asbestos-cored door slab abatement operations
shall include the removal, wrapping and disposal of the entire door slab “intact” without removing any hardware form the door slab or otherwise impacting the interior asbestos core.
2. Prior to the removal of any door units, a remote small project decontamination system enclosure shall be constructed as per the requirements of 56-7.5 and shall be utilized for door
removal work. 3. The elevator lobby where active door removal is being performed shall be considered an “interior restricted area”. It will be isolated and cordoned off at a minimum
distance of 25’ via Caution Tape and signage installed as per Section 56-7.4(c) to restrict access during Phase IIA through IID operations. Access to the interior restricted area shall
be limited to certified personnel only. 4. The door’s interior asbestos core shall not be impacted in any manner. The doors will be removed “intact” by removing them from the rail
system and at no time shall any hardware installed on the door itself be removed. 5. Once a door has been removed from its rail, it shall be wrapped in two layers of 6 mil fire-retardant
poly and placed on a wheeled cart for transport to the waste trailer. This cart shall be lined with two layers of 6-mil fire retardant poly with enough overlap remaining so as to completely
cover the doors once they are placed on the cart for transport. 6. The pathway used to transport the door from the active regulated work area to the waste trailer shall be cordoned
off and signage installed as per Section 56-7.4(c), to delineate it from public areas while in use during transport operations. 7. The doors shall then be placed in a lined dumpster
and disposed of as RACM. B. Daily “Full-Shift” Air Sampling will be performed during all interior door removal and wrapping operations. This will consist of one air sample being
collected within each active interior restricted work area and one sample outside and adjacent to the area. Provided that airborne fiber concentrations remain below 0.01 fibers per
cubic centimeter, clearance air sampling as described in Subpart 56-9.2, (d) will not be performed. If air sample results indicate airborne fiber concentration at or above 0.01 fibers
per cubic centimeter, during door removal and wrapping operations, all surfaces present in the given work area will be recleaned and clearance air sampling will be performed following
a two hour waiting period. C. Upon completion of the interior door removal and wrapping operations, the transportation of the wrapped doors to the waste trailer, and the receipt of
acceptable daily air sample results for a given interior restricted work area, the interior restricted work area shall be opened to other trades for follow-up new door installation
work. CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 21 December 11, 2020 PART 4 DISPOSAL OF ASBESTOS WASTE 4.01 TRANSPORTATION
AND DISPOSAL SITE A. The Contractor's Hauler and Disposal Site shall be approved by the Owner’s Representative. B. The Contractor shall give twenty-four (24) hour notification prior
to removing any waste from the site. Waste shall be removed from the site only during normal working hours unless otherwise specified. No waste may be taken from the site unless the
Contractor and Environmental Consultant are present and the Environmental Consultant authorizes the release of the waste as described herein. C. All waste generated as part of the
asbestos project shall be removed from the site within ten (10) calendar days after successful completion of all asbestos abatement work. D. Upon arrival at the Project Site, the Hauler
must possess and present to the Environmental Consultant a valid New York State Department of Environmental Conservation Part 364 Asbestos Hauler's Permit. The Environmental Consultant
may verify the authenticity of the hauler's permit with the proper authority. E. The Hauler, with the Contractor and the Environmental Consultant, shall inspect all material in the
transport container prior to taking possession and signing the Asbestos Waste Manifests. F. Unless specifically approved by the Owner, the Contractor shall not permit any off-site
transfers of the waste or allow the waste to be transported or combined with any other off-site asbestos material. The Hauler must travel directly to the disposal site as identified
on the notifications with no unauthorized stops. 4.02 WASTE STORAGE CONTAINERS A. All waste containers shall be fully enclosed and lockable (i.e. enclosed dumpster, trailer, etc.).
No open containers will be permitted on-site (i.e. open dumpster with canvas cover, etc.) unless specifically permitted by a Site Specific Variance. B. The Environmental Consultant
shall verify that the waste storage container and/or truck tags (license plates) match that listed on the New York State Department of Environmental Conservation Part 364 permit. Any
container not listed on the permit shall be removed from the site immediately. C. The container shall be plasticized and sealed with two (2) layers of 6 mil polyethylene. Once on site,
it shall be kept locked at all times, except during load out. The waste container shall not be used for storage of equipment or contractor supplies. D. While on-site, the container
shall be labeled with EPA Danger signage: DANGER CONTAINS ASBESTOS FIBERS AVOID CREATING DUST CANCER AND LUNG DISEASE HAZARD CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS
ABATEMENT Low Rise 9 028213 - 22 December 11, 2020 E. The New York State Department of Environmental Conservation Asbestos Hauler's Permit number shall be stenciled on both sides
and back of the container. F. The container is not permitted to be loaded unless it is properly plasticized, has the appropriate danger signage affixed, and has the permit number appropriately
stenciled on the container. 4.03 ASBESTOS WASTE MANIFESTS A. The proposed asbestos waste manifest shall be submitted to the Owner’s Representative prior to the start of the project
for review and approval. B. The Manifest shall be completed by the Contractor and verified by the Environmental Consultant that all the information and amounts are accurate and the
proper signatures are in place. C. The Manifests shall have the appropriate signatures prior to any waste being removed from the site. D. Copies of the completed Manifest shall
be retained by the Environmental Consultant and the Contractor and shall remain on site for inspection. E. Upon arrival at the Disposal Site, the Manifest shall be signed by the Disposal
Facility operator to certify receipt of ACM covered by the manifest. The Disposal Facility operator shall return the original Manifest to the Contractor. F. The Contractor shall
forward copies of the Manifest to the Owner’s Representative within 14 days of the waste container being removed from the site. Failure to do so may result in payment being withheld
from the Contractor. G. Originals of all waste disposal manifests shall be submitted by the Contractor to the Owner’s Representative with the final close-out documentation. END
OF SECTION CORNELL UNIVERSITY SECTION 028213 Ithaca, New York ASBESTOS ABATEMENT Low Rise 9 028213 - 23 December 11, 2020 Attachment A Campus-Wide Variance File No. 20-0068
February 3, 2020 Delta Engineers 860 Hooper Rd Endwell, NY 13760 RE: File No. 20-0068 Dear Sir/Madam: .--11~~.'f011K I Department ~"""" oflabor Andrew M. Cuomo, Governor Roberta L.
Reardon, Commissioner STATE OF NEW YORK DEPARTMENT OF LABOR DIVISION OF SAFETY AND HEALTH The attached is a copy of Decision, dated, 1/31/2020, which I have compared with the original
filed in this office and which I DO HEREBY CERTIFY to be a correct transcript of the text of the said original. If you are aggrieved by this decision you may appeal within SO days from
its issuance to the Industrial Board of Appeals as provided by Section 101 of the Labor Law. Your appeal should be addressed to the Industrial Board of Appeals, State Offiee Building
Campus, Building 12, Room 116, Albany, New York, 12240 as prescribed by its Rules and ProCedure, a copy of which may be obtained upon request. WITNESS my hand and the seal of the NYS
Department of Labor, at the City of Albany, on this day of 1/31/2020. . . . //./ //:'/./,1 ·.~~· Edward A. Smith, P.E. Professional Engineer 2 (Industrial) STATE OF NEW YORK DEPARTMENT
OF LABOR STATE OFFICE BUILDING CAMPUS ALBANY, NEW YORK 12240-0100 Variance Petition of Delta Engineers, Architects & Land Surveyors, PC Petitioner's Agent On Behalf of Cornell University
(Dale Houseknecht) Petitioner in re Premises: Cornell University- Ithaca Campus Ithaca, NY 14853 Interior Negative Pressure Unit Exhausting, Small Incidental Disturbance Cleanups, Coring
Drilling Operations, Fire Door Removals, and Intact Transite Lab/Table Top and Fume Hood/Base Cabinets Removals and Elevated pipe Removals File No. 20-0068 FACILITY WIDE DECISION Cases
1-39 ICR56 The Petitioner, pursuant to Section 30 of the Labor Law, having filed Petition No. 20-0068 on January 23, 2020 with the Commissioner of Labor for a variance from the provisions
of Industrial Code Rule 56 as hereinafter cited on the grounds that there are practical difficulties or unnecessary hardship in carrying out the provisions of said Rule; and the Commissioner
of Labor having reviewed the submission of the petitioner dated January 14, 2020; and Upon considering the merits of the alleged practical difficulties or unnecessary hardship and upon
the record herein, the Commissioner of Labor does hereby take the following actions: Page 2 of 14 Exhausting Negative Pressure Units Case No.1 Small Incidental Disturbance Incidents
Case No. 2 Case No.3 Core/Drill Operations Case No.4 Case No.5 Case No.6 Case No.7 Case No.8 Case No.9 Case No.10 Case No. 11 Case No. 12 Case No. 13 Fire Door Removals Case No. 14
Case No.15 Case No. 16 Case No. 17 Case No. 18 Case No. 19 Case No. 20 Case No. 21 File Number 20-0068 ICR 56-7.8{a){11) ICR 56-11.2(f) ICR 56-11.2(f){4) ICR 56-6 ICR 56-7.1 ICR 56-7.2{o)
ICR 56-7.5 ICR 56-7.8 ICR 56-7.11{a){b){c)(e)(f) ICR 56-8.1 ICR 56-8.2{b} ICR 56-9.2 ICR 56-9.2{d) ICR 56-7.1 ICR 56-7.5 ICR 56-7.8 ICR 56-7.11(a)(b)(c){e)(f) ICR 56-8.1 ICR 56-8.2{b)
ICR 56-9.2 ICR 56-9.2{d) Transite Lab/Table Tops and Fume Hood/Base Cabinets Removals Case No. 22 ICR 56-6 Case No. 23 ICR 56-7.1 Case No. 24 ICR 56-7.5 Case No. 25 ICR 56-7.8 Case
No. 26 ICR 56-7.11(a)(b)(c)(e)(f) Case No. 27 ICR 56-8.1 Case No. 28 ICR 56-8.2(b) Case No. 29 ICR 56-9.2 Case No. 30 ICR 56-9.2{d) Removal of Elevated Pipe Insulation !Only Minor and
Small Abatement Projects) Case No. 31 ICR 56-6 Case No. 32 Case No. 33 Case No. 34 Case No. 35 Case No. 36 Case No. 37 Case No. 38 Case No. 39 Page 3 of 14 File Number 20-0068 ICR 56-7.1
ICR 56-7.5 ICR 56-7.8 ICR 56-7.11 (a)(b)(c)(e)(f) ICR 56-8.1 ICR 56-8.2(b) ICR 56-9.2 ICR 56-9.2(d) VARIANCE GRANTED. The Petitioner's proposal is for interior negative pressure exhaust,
incidental disturbance cleanups, coring/drilling operations, the removals of fire doors and transite lab/table tops and transite lined fume hoods/base cabinets and elevated pipe insulation
at the subject premises in accordance with the attached 20-page stamped copy of the Petitioner's submittal, is accepted; subject to the Conditions noted below: THE CONDITIONS Building
and Fire Code Requirements 1. All other Codes shall apply, including but not limited to, ''The New York State Uniform Fire Prevention and Building Code" or its successor. Following
is a partial list of items required by other codes as they pertain to asbestos projects: a. Accessible Means of Egress from all work areas shall be installed, marked inside and out,
and shall be maintained throughout the asbestos project, as per all pertinent federal state and local regulations. In general, means of egress is a continuous and unobstructed path
of vertical and horizontal egress travel from any occupied portion of a building or structure to a public way. A means of egress consisted of three separate and distinct parts: the
exit access, the exit and the exit discharge. b. If building is occupied, no alterations allowed to existing means of egress including exit signage and illumination. Means of egress
must be maintained for the duration of the asbestos project. c. For unoccupied buildings undergoing construction or preparation for demolition, that are greater than fifty (50) feet
in height, or four or more stories, at least one lighted stairway with adequate exit signage including directionality, shall be provided and maintained for the duration of the asbestos
project. d. Maintain existing fire protection systems at building throughout asbestos project as per New York State Uniform Fire Prevention and Building Code requirements, and any local
regulations. No person shall remove or modify any fire protection system installed or Page4 of 14 File Number 20-0068 maintained under the provisions of the New York State Uniform Fire
Prevention and Building Code without approval by the code enforcement official. e. Pre-demolition asbestos projects at vacant buildings with an existing standpipe, must have such standpipe
maintained in an operational condition to one floor below the asbestos project work. f. A copy of the current pre-fire plan for the asbestos project shall be available on-site and a
copy shall be provided to the Fire Chief having jurisdiction at the site. Emergency evacuation route maps for each work area shall be posted at the attached decontamination system enclosures,
the ground floor lobby or comparable location, and at all exits from each work area. g. If variation from The New York State Uniform Fire Prevention and Building Code or local regulations
is required for fire or life safety issues relating to, or resulting from the asbestos project, all appropriate permits must be obtained using New York State registered design professionals
as required by pertinent state or local agency. If a permit is not required for the variation. then written approval of the variation must be obtained from the pertinent agency and
made part of the project record. This documentation must be available on-site for the duration of Phase II of the asbestos project. Copies of each approved variation to pertinent regulations
shall be given to the Fire Chief having jurisdiction at the site, prior to implementation of the variation. Fire Protection System Devices 2. All exposed fire protection system devices
within the regulated abatement work area shall not be considered fixed objects subject to plasticization. The devices shall be wet-wiped and/or HEPA vacuumed during the cleaning portion
of the asbestos pro ject. 3. Exits from the regulated abatement work area shall be maintained or alternate exits shall be established and appropriately signed according to all applicable
codes. Exits shall be inspected daily by the supervisor for blockage or impediments to exiting. Signs clearly indicating the direction of exits shall be maintained and prominently displayed
within the work area. Exits from the work area shall not be obstructed with sheathing and shall be constructed using two (2) layers of at least six (6) mil fire-retardant plastic sheeting
sealed airtight with duct tape. Utility knives shall be taped to the work area side of each exit once the exit has been established. Page 5 of 14 File Number 20-0068 Project Monitor
4. A full time independent project monitor shall be on-site to observe the abatement contractor's work practices and to ensure that no visible emissions are generated during the removal
and cleanup activities. If visible emissions are observed, work practices shall be altered according to the project monitor's recommendations. 5. The regulated work areas, decontamination
units, airlocks, and dumpster areas shall be cordoned off at a distance of twenty-five feet (25') where possible, and shall remain vacated except for certified workers until the abatement
project is complete. For areas where twenty-five feet isn't possible, the areas shall be cordoned off as practical, and a daily abatement air sample shall be included within ten feet
(10') of the barrier. Exhausting to an Interior Space 6. Negative pressure ventilation units that cannot be exhausted to the outside of the building or structure shall be directed to
an unoccupied, controllable location within the building. 7. This location shall be accessible for the placement of air monitoring equipment as required by the applicable sections of
this code. 8. A controllable area shall be defined as an existing, vacant room or an area within a larger space isolated by barrier tape and warning signs. This location shall be adequately
sized to accommodate the increase in positive pressure to the area. 9. All openings within 25 feet of the Negative air machine exhaust termination shall be sealed with two layers of
fire retardant polyethylene. 10. Air monitoring shall be conducted at each tube when exhausting to an interior space. Banking of tubes for air monitoring is not permitted. 11. If elevated
air samples are indicated, work shall stop immediately. The faulty negative air machine shall be taken out of service and repaired. A repl~cement machine shall be installed to maintain
the required negative air pressure differential in the work area. 12. Elevated air samples results shall be submitted to the Commissioner as required by ICR 56-4.10 (a) 13. Then all
surfaces within area where the faulty negative air machine is exhausting to shall be wet wiped and HEPA vacuumed. The Project Monitor shall conduct a visual inspection of the area prior
to resumption of work. 14. A summary of the cleanup activities and negative air machine repairs shall be documented in the Supervisor's daily log. Page 6 of 14 Small Incidental Disturbance
Incidents 15. As written with modifications noted. File Number 20-0068 HEPA-Exhausted Drilling/Saw Cutting Wall Spot Removals 16. Each affected room/area/space shall be vacated for
the duration of preparation, drilling/saw cutting/penetration, and cleaning operations and shall be considered a restricted area. Each affected space shall not be reoccupied until receipt
of satisfactory air results as detailed below. 17. A Nilfisk negative pressurized drill shield shall be used in combination with a suitable HEPA vacuum for all ACM drilling operations.
ACM drilling shall proceed using manufacturer's recommended operating procedures. Wet methods (i.e. shaving cream, foam or other wet method) shall be used at the cut location. 18. All
power tools used to disturb ACM shall be HEPA ventilated as per ICR 567.2(o). 19. The interior of the power tool dust shroud is the regulated abatement work area for each ACM spot removal
location. However, the room/area/space where ACM drilling operations occur is considered to be a restricted area, limited to certified personnel and authorized visitors only, until
the asbestos project is complete and satisfactory air results have been obtained. The restricted area shall be cordoned off and signage posted in accordance with Subpart 56-7.4(c) of
ICR 56. 20. If a ceiling, floor or wall partition is to be penetrated through, then the opposite side of the ceiling, floor or wall partition shall be considered part of the restricted
area. Negative pressure controls shall be used (i.e. negative pressure tent or negative pressure glove box) during penetration operations to prevent uncontrolled disturbance at the
opposite side of the ceiling or wall penetration. 21. Beneath ladders! scaffolds, ACM drilling/penetration operations, a two-layer drop cloth of 6-mil fire retardant plastic sheeting
is required. 22. Carpeting shall be protected during ACM drilling/penetration operations, if needed. 23. In addition to the requirement of Subpart 56-4, air monitoring within each room/arealspace
restricted area shall be conducted daily. One daily abatement air sample shall be collected within ten (10) feet of the ACM drilling location(s) during removal and cleaning operations.
Page 7 of 14 File Number 20-0068 24. Daily abatement air monitoring is required only on days when abatement or support activities such as ACM disturbance or cleaning activities are
performed. 25. All exposed edges of drill holes and sawed areas shall be encapsulated. 26. In lieu of post-abatement clearance air monitoring in compliance with ICR56-9.2(d), the most
recent daily abatement air samples collected during drilling and cleaning operations in the restricted area, shall be used for comparison with ICR 56-4.11 clearance criteria. 27. The
contractor shall observe, at a minimum, a ten (10) minute waiting (settling/drying) period after removal and cleaning is complete at each location. 28. After removal and cleanings are
complete and the work area surface is dry, the Project Monitor shall determine if the area is dry and free of visible asbestos debris. 29. Upon completion of a satisfactory visual inspection
and obtaining air sample results that satisfy the clearance criteria, all remaining plastic sheeting and tape will be treated as contaminated material and properly disposed of asbestos
waste. Once all remaining work area preparation has been removed, the space may be reoccupied. Fire Door Removals 30. A remote personal decontamination enclosure system that complies
with 567.5(d) may be utilized. A waste decontamination enclosure system that fully complies with 56-7.5(f) shall be utilized. 31. The restricted area shall be considered to be the area/room/space
from which the ACMs are actively being removed intact, and shall extend twentyfive (25) feet in all horizontal directions from the area of fire door removal. This restricted area shall
remain vacated except for certified workers. This area will be posted with signs and barrier tape in accordance with NYCRR 56 and 29 CFR 1926.1101. For areas where twenty-five feet
isn't possible, the areas shall be cordoned off as practical, and a daily abatement air sample shall be included in the vicinity of the barrier. 32. Background air sampling as per 56-6
is not required for these intact types of removals. 33. A pre-abatement waiting period as per 56-8.2(b) is not necessary for these intact types of removals. Page 8 of 14 File Number
20-0068 34. Under areas where ACM fire doors are removed without tents, a dropcloth, made of six (6) mil fire retardant polyethylene sheeting, shall be placed on the ground below the
wor1< area to prevent spread of any ACM remnants. 35. All fire doors with ACM shall be removed intact without any disturbance to the ACM matrix during removal operations. If power tools
are utilized to aid in unfastening the doors, the power tools shall be manufacturer equipped with HEPA-exhaust attachment, and shall be utilized as per manufacturer's instructions.
36. Fire doors shall be wrapped in two layers of 6 mil, fire retardant plastic sheeting and secured air tight prior to removal from the door frame. 37. Prior to wrapping a door, a third
party Project Monitor shall inspect the door for damages or potential damage which may result in a disturbance. If damages are noted, wor1< shall be stopped and temporary protection
such as sealing the damaged area with duct tape will be done immediately. 38. Asbestos containing materials will not be allowed to accumulate on the drop cloth. 39. Refer to 56-9.1(e)
for cleaning requirements. No waiting period as per 569.1 (f) is required. 40. Daily abatement air monitoring is required only on days when abatement or support activities such as wor1<
area preparation, fire door removal or cleaning activities are performed. One sample shall be collected within ten feet of the barrier. The second sample shall be taken inside the regulated
work area. Both air samples shall be collected during all wor1< area preparation, ACM removal and cleanup phases of the intact removal project. 41. In lieu of post-abatement clearance
air monitoring in compliance with 569.2(d), the most recent daily abatement air samples collected shall be used for comparison with 56-4.11 clearance criteria. 42. After removal and
cleanings are complete, an authorized and certified Project Monitor, independent of the Abatement Contractor, shall determine if the area is dry and free of visible asbestos debris
as per 56-9.1(d) (1). If the area is determined to be acceptable and the most recent daily abatement air sample results meet 56-4.11 clearance criteria, the final dismantling of the
site may begin. Transite Lab/Table Tops and Fume Hood/Base Cabinet Removal 43. lntefior ACM intact component removals can either be removed within tents or removed as part of a larger
work area. Removals without tents will require plasticizing or sealing of nearby windows, placement of dropcloths and other operational safeguards as outlined below. Page 9 of 14 File
Number 20-0068 44. The restricted area shall be considered to be the area/room/space from which the ACMs are actively being removed intact, and shall extend twentyfive feet in all horizontal
directions from the area of active component removal. This restricted area shall remain vacated except for certified workers until satisfactory clearance air monitoring results have
been achieved. This area will be posted with signs and barrier tape in accordance with NYCRR 56 and 29 CFR 1926.1101. 45. At all penetrations and openings to the restricted area surfaces,
critical barriers shall be installed in conformance to Subpart 56-7.11 (a). All openings (critical barriers) shall be covered with two (2) two layers of (6) sixmil fire retardant polyethylene
or for around pipes or similar openings an expandable foam or other sealant may be used 46. Background air sampling is not required for these intact types of removals. 47. A pre-abatement
waiting period as per 56-8.2(b) is not necessary for these intact types of removals. 48. (Applies if tents are not used.) Under areas where ACM is removed without tents, a dropcloth,
made of six (6) mil fire retardant polyethylene sheeting, shall be placed on the ground below the work area to prevent spread of any ACM remnants. 49. All components with ACM shall
be removed intact without any disturbance to the ACM matrix during removal operations. If power tools are utilized to aid in unfastening components, the power tools shall be manufacturer
equipped with HEPA-exhaust attachment, and shall be utilized as per manufacturer's instructions. 50. Materials removed shall be containerized or immediately wrapped in two layers of
6 mil, fire retardant plastic sheeting and secured air tight prior to transport to the waste decontamination facility. 51. Asbestos containing materials will not be allowed to accumulate
on the drop cloth. 52. Refer to 56-9.1(e) for cleaning requirements. 53. Daily abatement air sampling is required only on days when abatement or support activities such as ACM disturbance
or cleaning activities are performed. Inside work area air samples shall be collected during abatement and cleaning activities to supplement the ICR 56 required daily abatement air
sampling. The number of inside work area air samples shall be dependent on the amount of ACM to be abated within the work area (1 minor, 3 - small, 5- large), and the air samples shall
be distributed throughout the work area. Page 10 of 14 File Number 20-0068 54. In lieu of post-abatement clearance air monitoring in compliance with 569.2(d), the most recent daily
abatement air samples (both inside and outside work area samples) collected during removal and cleaning operations in the regulated abatement work area, shall be used for comparison
with 56-4.1 1 clearance criteria. 55. After removal and cleanings are complete, an authorized and certified Project Monitor, independent of the Abatement Contractor, shall determine
if the area is dry and free of visible asbestos debris as per 56-9.1(d)(1). If the area is determined to be acceptable and the most recent daily abatement air sample results meet 56-4.11
clearance criteria, the final dismantling of the site may begin. 56. Upoh completion of the ACM intact component removal, all remaining waste materials shall be removed within each
work area and the critical barrier caulk, tape and/or interior plastic sheeting, shall be containerized or immediately wrapped in two layers of 6 mil, fire retardant plastic sheeting
or bagged and secured air tight prior to transport to the waste decontamination facility. Elevated Pipe Removals (Only minor and small abatement projects allowed) 57. The full time
on-site Project Monitor will be responsible to determine if pipe/fitting insulation or other thermal system insulations is too damaged to perform wrap-and-cut or glovebag operations.
Any thermal system insulation that is significantly damaged and will likely be disturbed during wrapping or glovebag installation, shall require gross removal within a negative pressure
enclosure as per the conditions of this variance. All failures of the abatement contractor to comply with the project monitor's determination regarding damage shall be immediately reported
by the project monitor to the local district of the asbestos control bureau. 58. The restricted areas, regulated abatement work areas, decontamination units, airlocks, and dumpster
areas shall be cordoned off at a distance of twenty-five feet (25') where possible, and shall remain vacated except for certified workers until satisfactory clearance air monitoring
results have been achieved or the abatement project is complete. For areas where 25-feet aren't possible, the areas shall be cordoned off as practical, and a daily abatement air sample
shall be included within 10 feet of the barrier. These areas shall have Signage posted in accordance with Subpart 56-8.1 (b) of this Code Rule. Pipe/Fitting Insulation Removals at or
Below 15 Feet in Height 59. All provisions of ICR 56-8.4(a) for glovebag removals completed within negative pressure enclosure shall be followed for removal of pipe and fitting insulations
located at or below 15 feet in height from the ground/floor Page 11 of 14 File Number 20-0068 Elevated <Greater than 15 Feet in Height Pipe and Fitting Insulation Removals: 60. Remote
Decontamination Units as per ICR 56-7.5(d) are allowed for this portion of the project. provided glovebags are used for all insulation removals. 61. If remote decontamination units
are to be used, an airlock as defined in Subpart 56-7.5(b)(11) of this Code Rule shall be constructed at the entrance to each regulated abatement work area, and shall be large enough
to serve as a changing area. Wrthin the airlock, workers shall remove their outer suit, wipe off their inner suit and don a clean outer suit prior to proceeding to another work area
or to the remote personal decontamination unit over a walk way as defined above. The airlock/changing area shall not be used as a waste storage area. 62. The Remote Personal Decontamination
Unit must be located as close to the abatement area as practicable. The walkway from the regulated abatement work area to the decontamination system shall have a cleared pathway. This
walkway will be delineated and separated from non-certified personnel access. 63. The restricted work areas and decontamination unit shall be cordoned off as proposed and shall remain
vacated except for certified workers. These areas shall have signage posted in accordance with subpart 56-8. 1 (b) of this Code Rule. 64. Entry/Exit of all persons and equipment shall
be through one designated and secure "doorway" in the barrier or fence, which shall provide an adequate and appropriate means of egress from the work area. 65. Personal protective equipment
as required by ICR 56 shall be required of and used by all persons within the work area. 66. All workers within the work area and all equipment operators accessing the work area to
disturb asbestos-containing materials, shall be certified in accordance with ICR 56-3.2. 67. Critical Barriers to any vicinity structures within 25 foot of the immediate glovebag removal
area shall be installed in conformance to Subpart 567.1 1(a). All openings (critical barriers) shall be covered with two (2) layers of (6) six-mil fire retardant polyethylene or for
around pipes or similar openings an expandable foam or other sealant may be used. 68. Under areas where ACM is scheduled for negative pressure glovebag operations without a tent enclosure,
a dropcloth, made of 6 mil fire retardant polyethylene sheeting, shall be placed below the material to be removed to Page 12 of 14 File Number 20-0068 prevent spread of any ACM remnants.
This dropcloth shall be a minimum of 10 feet wide with an additional1 O-ft. of width for every 20 feet in height above the floor/ground level where removal work will take place. This
dropcloth shall be removed and containerized following removal of the glovebags or abandoned piping, prior to the cleaning stage. All remnants observed on the dropcloth shall be collected
and immediately bagged or containerized for disposal as ACM. 69. If a straight scaffolding, man-lift, swing scaffolding or similar equipment is used, the lift/scaffolding unit shall
be plasticized with two layers of 6 mil fire retardant polyethylene on the platform with plastic sheeting on all platform sides. While the platform/lift walking surfaces must be plasticized,
the Contractor must provide proper traction surfaces or equipment to assure the safety and comfort of abatement workers while performing abatement activities on the lift/scaffold equipment.
After glovebags are removed from each work location, the platform and plasticized surfaces shall be wet wiped and/or HEPA vacuumed clean before reuse. The plastic on the lift or scaffolding
shall be periodically inspected during use and repaired as needed. 70. A commercially available negative pressure glovebags may be utilized for removals, in lieu of glovebag removals
within negative pressure tent/shroud enclosures. Glovebag removal procedures shall be consistent with ICR 568.4 and OSHA 29 CFR 1926.1101, for all insulation removals. 71. If negative
pressure glovebags are not available, standard glovebags placed under negative pressure using a HEPA vacuum during removal may be utilized. These glovebags shall be fitted with adequate
interior support to prevent collapse while under negative pressure. The integrity of the glovebag shall not be compromised by this additional support. 72. The makeup air inlet to the
glovebag shall be fitted with a HEPA filter 73. Actions that shall be taken in the event of a loss of glovebag integrity are as outlined in Subpart 56-8.4(a)(1 1 ). 74. Once ACM removal
has been completed, one thorough cleaning as described in ICR 56-9.1(e) and one settling, waiting period shall suffice, except when an air test fails. 75. The contractor shall observe,
at a minimum, two-hour waiting (settling/drying) periods for glovebag removals, and 20-minute waiting (settling/drying) periods for man-lift removals. 76. After removal and cleanings
are complete and a minimum drying period has elapsed, Project Monitor shall determine if the area is dry and free of visible asbestos debris. For man-lift work areas, if the area is
determined to be Page 13 of 14 File Number 20-0068 acceptable and the most recent daily abatement air sample results meet 564.11 clearance criteria, the final dismantling of the site
may begin. 77. All pipe waste must be immediately containerized and labeled. All generated waste shall be adequately wet and transported as an asbestos-containing material by appropriate
legal methods. Wrap and Cut Procedures: 78. Elevated Wrap and Cut pipe removals shall be per ICR 56-11.8, the above conditions and the following: a. Nylon slings shall be used to lower/move
insulated pipe sections of convenient lengths. No dry disturbance or removal of asbestos material shall be permitted. b. One worker shall continually wet down the pipe during wrapping
and cutting operations. c. Once each section of pipe is removed, a thorough cleaning of any remaining visible pipe insulation debris must be completed in the immediate area. d. Any
observed pipe insulation debris will be wet down and immediately containerized or immediately wrapped in two layers of 6 mil, fire retardant plastic sheeting and secured air tight prior
to transport to the waste decontamination facility. e. All cuts to the pipe/insulation shall be done using glovebag methods. 36. Usage of this variance is limited to those asbestos
removals identified in this variance or as outlined in the Petitioner's proposal. In addition to the conditions required by the above specific variances, the Petitioner shall also comply
with the following general conditions: GENERAL CONDITIONS 1. A copy of this DECISION and the Petitioner's proposals shall be conspicuously displayed at the entrance to the personal
decontamination enclosure. 2. This DECISION shall apply only to the removal of asbestos-containing materials from the aforementioned areas of the subject premises. 3. The Petitioner
shall comply with all other applicable provisions of Industrial Code Rule 56-1 through 56-12. Page 14 of 14 File Number 20-0068 4. The NYS Department of Labor Engineering Service Unit
retains full authority to interpret this variance for compliance herewith and for compliance with Labor Law Article 30. Any deviation to the conditions leading to this variance shall
render this variance Null and Void pursuant to 12NYCRR 56-12.2. Any questions regarding the conditions supporting the need for this variance and/or regarding compliance hereto must
be directed to the Engineering Services Unit for clarification. 5. This DECISION shall terminate on January 31, 2022. Date: January 31, 2020 PREPARED BY: Mark G. Wykes, P.E. Professional
Engineer 1 (Industrial) REVIEWED BY: Edward A. Smith, P.E. Professional Engineer 2 (Industrial) By ROBERTAL.REARDON ~SSIONER OF lABOR .t/lle:A. Smith, P.E. Pro ~:~~dE,ngineer 2 {Industrial)
200068 Sign and date each page. LNote: Add a separate typed or printed page for each work area and work procedure. 8. Work Area Description table: nd . eded Attach additional tables
and scale drawings of wor1< area a 1 pictures as ne Work Exterior Wori<!Room Type of Quantity of Condition of Friabaity of Type of Containment Area Or Area Asbestos ACM ACM (level of
ACM (full. 2-layer lenl. single Designation Interior Dimensions Conlaining Damage) (non-friable Layer ten~ open-air, etc) Materiai iACMl or friable) Small Project Critical Barriers
& Interior Various Small Size Friable & Negative Pressure with l ncidenlal and Buildings Varies Incidental AU8ched (Friable) and Disturbance Exterior Campus Wide Projects Only Disturbance
Non-Friable Remote ( NOB) Personal Clean-ups Materials Decon Enclosure Elevated Intact in-line Restricted Work Area. Pipe Interior Various Pipe and Pipe Minor, Smau floor level Drop
Cloth, lnsulaUon and Buildings and Large size Intact Friable polyed lift basket, negative (15' o:rl Exterior Campus Wide Fitting projects pressure glovebags, areater Insulation small-oroiecl
decon locaUzed Minor Impact Glovebag, Drill w/ coring/ Various (1/2" to 1·112" Friable & Manufacturer equipped Interior Buildings Varies dia.) at each Intact HEPA Drill shield and driUing
Campus Wide DriiVCore Non-Friable HEPA ftnered Local operations Location Materials Exllaust Ventilation Transite Labtops/Transite- Various Small & Large Interior restricted lined fume
Interior Buildings Intact Transite Intact Non-Friable Regulated WOI1< Area via hoods/Base Campus Wide size Projects Barrier Tape & Drop CIOih Cabinets NPU Exhaust Various Small & Large
Friable & For use with any type Interior Buildings Varies Varies Non-Friable Negative Pressure Relief CamousWlde size Projects Materials Enclosure Fire Door Various Sealed Fire Small
Project Interior restricted Removals Interior Buildings Door Core per door Intact/sealed Friable Regulated Work Area via CamousWide location Barrier TaDe & DroD Cloth Minor Project
CritK:al Barriers & Incidental Interior Various Minor Size Incidental Friable & Negative Pressure wilh Disturbance and Buildings Varies Projects Only Disturbance Non-Friable Attached
Airlock System Exterior Campus Wide when no space for a Clea n-ups Materiels small-project Decon Unit 9. ICR 56 Relief Sought: List the individual sections of ICR 56 for which relief
is sought, for each work area or method used. Provllle sufflc!$nt llelail in an attachmenl ..::~=-'-'A"'tta "' c"'hme "' _ "' " ""''"'A'---------------------10. Hardship Description:
What is tha hardship. (e.g. Limited room for decons, exhaust ducts must be longer than 25 feet, all Surfaces are contaminated and cannot be plasticized) lor each wor1< area or methOd
used? Provide sufficient detail in an attachment. Include condemnation letter or EPA Approval letter If applicable. _,Se=e::..A=tt,ac"'h"'m=en'!t'-!A:!.... ___ ______ _ 11. Proposed
Abatement Method Description for each work area or mathod used. Include scale drawings and pictures as necessary. Lack of sufficient delail will delay Issuance of variance decision.
a. Will proposed abatement methods render non-friable ACM material friable? Yes X No b. What proposed abatement method, Increased engineering controls and detailed procedures will be
used to compensate for the relief being sought? (i.e. Increased negative air rate. negative pressure glovebag. negative pressure glovebox, high temperature glovebag, intact component
removal, etc.) Include sufficiently detailed procedures to complete the proposed worl<. See Atl. B SH 752 (0203) 2 ' 2 0 0 0 6 81 Project Designer Certification I request that the Commissioner
of Labor issue a variance from the requirements of Industrial Code Rule (ICR) 56. This request is based on the information in this application and the attached documents. I certify
that the Information contained In this petition Is true and accurate. I understand that if a variance is granted it may be withdrawn by lhe Commissioner: • If any of the information
provided in this petition is found to be inaccurate or • If there are violations of Article 30 of the New York State labor Law or New York State regulations . I give the Commissioner
of Labor permission to provide all of my companies records for Unemployment Insurance (U.I.) reports and contributions to employees of the New York State Department of Labor. This includes
information about withholding, wage reporting, U.l. returns. U.l. registration, New Hires, and all records or U.l. delinquencies. This informalion may only be used for government purposes
regarding the licensing and certification or this company as required by Article 30 of the New York State labor Law and the regulations or the New York State Department or Labor, and
ror monitoring the company's compliance with Article 30 and ICR 56. 12a. Project designer name (print): Steehen Prisluesky b. Project Design Asbestos Contractor firm name: Delta Engineers,
Architects & Land Surve~ors, DPC c. Street: 860 Hoooer Road d. City: Endwell e. State NY f. Zip: 13760 g. Phone: (607) 231-6674 h. Design certificate number: 90-10891 i. Expiration
Date: 11 I 30 I 2020 j. Design Firm Asbestos Contracto\~ifense N~e~ A 29322 k. Expiration Date: 09 130' I 2020 13a. Project designer signature: ~ b. Date: 0 ! I~ I :lo":lr. \ ' \ SH
752 (0208) 3 · ADELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS AN ISO 9001:2015 CERTIFIED COMPANY January 14, 2020 State of New York - Department of Labor Division of Safety and Health
Engineering Services Unit State Office Building Campus Building 12 - Room 154 Albany, NY 12240 2000 68 860 Hooper Road ez~'Cl:/~ti:;R 6}i Fax: 607.231.6650 • .•.;ww.delta·eas.com Re:
Petition for Multi-Site Facility (Campus) Wide Variance- Cornell University Ithaca, NY Campus Relief sought for: 1) Negative Pressure Equipment Exhaust Ventilation for Buildings with
Inoperable Windows 2) Future "Small" Project Incidental Disturbance Clean-Up Episodes 3) Localized "Minor" Coring/Drilling Operations into Asbestos Containing Materials 4) Removal of
Fire Doors with Asbestos Containing Cores 5) Intact Removal of Transite Lab-tops, Transite Table Tops and Transite-lined Fume Ho~ds 6) Removal of Elevated Pipe Insulation using Negative
Pressure Glove bags 7) Future "Emergency" Minor Project Incidental Disturbance Clean-Up Episodes ATTACHMENT A Work Area Description, ICR 56 Relief Sought & Hardship Description BACKGROUND
INFORMATION DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. (Delta) has been hired by Cornell University to prepare and submit a Petition for a Multi-Site Facility (Campus) Wide
Variance associated with relief from the 12 NYCRR Part 56 related to; I) Engineering Controls requirements for negative air pressure exhaust location provisions; 2) the clean-up of
future "small project" incidental disturbances; 3) localized "Minor" coring/drilling operations through asbestos containing tloor, wall and ceiling system materials; 4) the removal
of fire doors/elevator doors with asbestos containing core insulation; 5) "Intact" removal of Transite Lab-tops, Transite Table-tops & Transite-lined Fume Hoods/Base Cabinets; 6) the
removal of elevated pipe insulation utilizing negative pressure glovebags, and; 7) the clean-up of future "minor project" incidental disturbances; at the Cornell Campus in Ithaca, New
York. Multi-Facility (Campus) Wide Variances File No. I 1-0024 dated January 21, 201 I, File No. 14-0035 dated January 21 , 2014, and File No. 17-0034 dated January 18, 2017, and their
subsequent approved Variance Amendment Letters, addressing items I through 6 above were previously approved for the Cornell University Ithaca, NY Campus. The current Campus-Wide Variance
File No. I 7-0034 and its associated Variance Amendment Letters expire on January 31 ", 2020. This petition is requesting the same relief and work practice approval previously granted
under File No.'s I 1-0024, 14-0035, 17-0034 and their subsequent Amendment Leiters, with the exception of Item 7 referenced above (new item request). Cornell University's Main Campus
located in Ithaca, NY consists of approximately six hundred (600) individual buildings. The University has a fully staffed Environmental Safety and Health Department who oversee all
internal environmental projects. All asbestos-related project monitoring, air sampling and analysis is Cornell University Ithaca Campus Attachment A of Variance Petition 2020 Campus
Wide Variance Petition DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, OPC 20 006 8 Page 2 of 8 I • t I I I • • provided by 3rd pa11y independent consultants. All abatement work is performed
by licensed Abatement Contractors using properly cet1ified employees. Nature of the Work: Item I - Exhausting Negative Pressure Units - Item One of this Request for a Multi-Site Campus
Wide Variance is to address relief from negative pressure unit (NPU) exhaust locations for projects being perf'ormed within buildings having either inoperable windows or where the only
accessible opening to the outdoors is greater than l 00' from a given regulated abatement work area. For these buildings, it is impractical to exhaust the negative pressure equipment
used for interior asbestos projects directly to the exterior of the building without creating unnecessary hardships. In order to terminate the exhaust tube directly to the exterior
of these buildings during interior asbestos abatement work, fire doors and/or security doors would have to remain continuously "open" during the course of a given project, which would
create the potential for compromising the given buildings security and impacting fire life-safety issues. The removal of the buildings fixed inoperable window units for negative air
exhaust would also compromise the building security/fire-life safety as referenced above as well as negatively impact the future integrity of the window system. Based on the tact that
the Code Rule requires the negative pressure air equipment exhaust be vented directly to the outside of the building or structure, and given the existing situation/circumstances for
the buildings referenced above, we are requesting relief from the following section of 12 NYCRR Part 56: Section - Title 56-7.8, (a), {I I) Reason I Proposed Plan for Protection w/o
literal c-ompliance We are prop<>Sing to exhaust the NPU to an unoccupied, comrollable location within the building. This location shall be accessible for the placement of air monitoring
equipment as required by the applicable sections of ICR-56 for ''large-projects". A controllable area shaH be defined as an existing vacant room or an area within a larger space isolated
by barrier tape and waming signs. This location shall be adequately sized to accommodate the increase in positive pressure in the area. Item II - Clean-up of "Small" Incidental Disturbance
Incidents - Item Two of this Request tor a Multi-Site Campus Wide Variance is to address the clean-up of future "small" size incidental disturbance episodes and to stabilize or remove
any significantly damaged material that is the cause of the given disturbance. The procedures, means and methods detailed for an incidental disturbance asbestos project in 12 NYCRR
Part 56 are limited tor use on "minor" projects only (as per definition and clari fication in the Guidance Document). Additionally, section 11.2, (f), (4) does not allow for removal
during the incidental disturbance clean-up. Based on the presence of asbestos containing materials throughout the campus buildings, the potential for future incidental disturbance episodes
exists. As a pro-active measure, Cornell University is requesting a Multi-Site Campus-Wide Variance to address the clean-up of future "small" incidental disturbances. Project-Specific
variance requests shall be submitted for "large" sized incidental disturbance episodes. Based on this, specific relief is requested from the following sections of 12 NYCRR Part 56:
Section-Title 56-11.2 (f) 56-11.2 (f), (4) Cornell University Ithaca Campus Auachment A of Variance Petition Reason I Proposed Plan tOr Protection w/o literal compliance \Ve are proposing
to utilize the conditions, procedures and methods as detailed/ outlined in ~tl2 NYCRR Part 56 Subpart tt.2 - Emergency Project" for any future small size incidental disturbance clean-up
projects. For those smaH -project incidental disturbance episodes where the mate.rial that is the source of the disturbance is in poor condition and beyond repair, we are propo:;ing
to remove the material as a part of the incidental disturbance clean-up utilizing the appropriate method for the given damaged ACM (i.e. glovebag) \vi thin the negative pressure incidental
disturbance work area. 2020 Campus Wide Variance Petition DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC 2 0 0 0 6 Page 3 of 8 I • I I I I • • Item III - Core/Drilling/Fastening
Operations Through/Into Asbestos Containing Material - Item Three of this Request for a Campus Wide Variance is to address localized "minor" drilling/coring/fastening operations into
and/or through asbestos containing plaster or sheetrock/joint compound wa!Vceiling systems and asbestos flooring systems. These coring/drilling/fastening operations arc routinely required
for Campus Fire and Life· Safety upgrade projects where various security devices, telecommunication devices, fire protection devices, sprinkler lines, surface mounted conduit, raceway/wire
mold, and other items (i.e. new wall systems, chalk boards, bulletin boards, white boards, etc.) must be mounted onto or pass through ACM floor, wall and ceiling systems. The device,
conduit, raceway, wire mold and miscellaneous item mounting operations typically require the drilling of a Y," diameter (or smaller) hole into a floor, wall or ceiling at a given location
for the installation of anchors. Wall coring to accommodate the pass through of sprinkler lines, conduit, raceway and wire mold typically require a I" to l-112" core through the wall
at a given location. Based on the fact that the amount of ACM impacted at each fastener, drilling and coring location is significantly less than I square foot (0.002 sf at each Yz"
diameter drill location and 0.025 sf at each I· 1 /2" core location), we believe that it would create unnecessary hardships to construct a negative pressure tent enclosure at each fastening,
drilling and coring location. We feel the requested relief is justified and the proposed abatement means and methods outlined in Attachment B are sufficient to minimize the potential
tor any airborne asbestos fiber release during the fastening, drilling and coring procedures and will sufficiently protect the Abatement Workers, Facility occupants/Employees and the
General Public. Specific Relief is requested from the following sections of 12 NYCRR Part 56: Section - Title 56-6 - Background Air Sampling 56-7.1 - Work Area Preparation Air Sampling
56-8. t - Asbestos Abatement Air Sampling 56·9.2 - Clearance Procedures, Air Samplil\g 56· 7.5 - Personal and Waste Decontamination System Enclosures 56·7.2 (o) - Materials and Equipmem,
Ventilation for Power Tools 56· 7.8 - Engineering Controls Cornell University Ithaca Campus Attachment A of Variance Petition ReaSQn I Proposed Plan for Protection w/o literal compliance
For all Coring Projects where the cumulative coring total classifies the Project as a ·'Small" or "Large'', or where che coring work is performed as a part of an overall Small or Large
Project, we are proposing one air sample be C · ollected in each room/area where floor, wall or ceiling fastening/drilling/coring operations are being perfonned and one sample 110Utsiden
on the same floor during work area preparation and fastening/ drilling/coring operations. For Projects where the cumulative total classifies the job as a "Minor~·, air sampling would
consist of the Contractor's Personal OSHA sampling only. As the amount of asbestos material at each individual location to be impacted is extremely limited, for all Projects where the
cumulative total classifies the job as a "Small" or Large", we are proposing to utilize a remote ;;small project•• decontamination enclosure system. The unit will be located in a se·c.ured
room within the building where these operations are being performed. The pathway from the interior restricted work area to the decontamination system or next interior restricted work
area shall be cordoned off and signage installed as per Section 56-7.4(c) while in use, to delineate it from public areas while in use during Phase liA through II D. An Airlock would
be utilized fOr Projects where the cumulative total classifies the job as a "Minor'". Fastening, drilling and coring operations for all project sizes/classifications shall be performed
using a manufacturer-equipped drill shield for "HEPA filtered local exhaust ventilation". As the potential to impact or otherwise disturb the floor, wall and ceiling ACM materials during
fastening, drilling and coring operations is minimal, we are pr<)pOsing to utilize localized negative pressure via the use of HEPA vacuums as necessary during Phase tiA through tiD
operations. 2020 Campus Wide Variance Petition 200068 DELTA ENGINEERS, ARCHITECTS, & LAt'lD SURVEYORS, DPC Page 4 of 8 t • I I I t • ' Section - Title Reason I Proposed Plan for Protection
w/o literal compliance 56-7.11 (a), (b), (c), (e) & (I) - Regulated Abatement \Vork Area Enclosure As the potential to impact or otherwise disturb the floor, wall and ceiling ACM materials
during fastening, drllling and coring operalions is minimal, we propose to perfonn the operations within an ·'Interior Restricted Are.a•·. The entire room/area where fastening, drilling
ancUor coring ope.rations are being performed shall be isolatedfc.ordoned oft; signagc installed as per Section 567.4(c), and will be restricted to certified personnel only during Phase
IIA 56-8.2 (b) - Waiting Period through liD operations. Allow the commencement of fastening, drilling and coring operations immediately following completion of llA Area Preparation
and acceptance of Pre-Abatement Visual Inspection by a Project Monitor. 56-9.2 (d) - Clearance Air Sampling For all Projects where the cumulative total classifies the job as a "Small"
or Large", or where the coring work is perfonncd as a part of an overall Small or Large P1·oject, utilize the results of the "daily" I inside! I outside ''Interior Restricted Area''
results in lieu of clearance air sampling. If the daily air samples are reponed as being greater than 0.0 I flee, then the interior restricted work area shall be re-cleaned and final
clearance air sampling for the area shall be performed. Item IV- Removal of Door Slabs with Asbestos Containing Cores Insulation - Item Four of this Request for a Campus Wide Variance
is to address the removal of door slabs with asbestos containing core insulation. Cornell University routinely replaces fire doors and Elevator Doors as they become damaged or outdated.
Due to the fact that that the act of coring the doors to detennine the presence of an asbestos-core actually voids the doors rating, all doors are considered asbestos containing with
the exception of solid wood units. Based on the fact that the suspect asbestos core is sealed within the door itself, and the slabs can be removed from the frames/elevator tracks without
removing any hardware from the door slab itself (i.e. no potential to impact the interior core), we arc requesting relief from the following sections of 12 NYCRR Part 56 for the removal
of fire doors and elevator doors with con finned/assumed ACM cores: Section - Title 56-7.1, 8.1 & 9.2 - Phase IIA, liB & JIC Air Sampling 56-7.5- Personal and Waste Decontamination
System Enclosures 56-7.8 - Engineering Controls 56-7.11 (a}, (b), (c), (e) & (I) - Regulated Abatement Work Area Enclosure 56-8.2 (b) - Waiting Period Cornell University Ithaca Campus
Attachment A of Variance Petition Re-ason I Proposed Plan for Protection w/o literal compliance We are proposing the collection of one air sample adjacent to each door rcmoval loc.mion
and one sample ''outside/adjac.ent to" each restricted interior work area during \vork area preparation, door removal operations, and the wrapping/containerizing of the doors. As the
ACM associated with the doors is "se.aled" within the door and will not be impacted or otherwise disturbed during door removal (removal !rom !Tame/track) or containerizing (wrapping},
we are proposing to utilize a "remote" Small-Project Personal Decontamination System Enclosure as per 56-7.5, (d) for all fire door and elevator door removal operations. As: the potential
to impact or otherwise disturb the encased door c.ore material is minimal, we arc proposing to utilize localized negative pressure via the use ofHEPA vacuums as necessary during Phase
JIA through liD operations. As the potential to impact or otherwise disturb the encased door core material is minimal, we are proposing to perfOrm the interior door removal and wrapping/containerizi
ng operations within an ''Interior Restricted Area". The location where a given door removal is being performed shaH be isolated/cordoned off with barrier tape and signagc installed
as per Section 56-7.4(c}, to restrict access and delineate it from public areas during Phase IIA through liD operations. Allow the commenceme111 of liB abatement operations immediately
following completion of liA /\rca Preparation and acceptance of Pre-Abatement Visual Inspection by a Project Monitor. 2020 Campus Wide Variance Petition DELTA ENGiNEERS, ARCHITECTS,
& LAND SURVEYORS, DPC 200068 Page 5 of 8 Section- Title 56-9.2 (d) - Clearance Air SampJing I • II I I • • Reason/ PI'Oposed Plan for Protection w/o literal compliance Utilize the ,·esults
of the "daily" I inside / I out;idc "Interior Restricted Area" air sample results in lieu of clearance air sampling. If the daily air samples are reponed as being grcatcrthan 0.0 I
flee, then the interior restricted fire-door work area shall be re-cleaned and final cJcarancc air sampling for the area shall be perfomted. The Owner will also employ the services
a full time, third party project monitoring finn to perform a final visual inspections of each "Interior Restricted Area" as per the provisions of the current ASTM Standard El368 "Standard
Practice for Visual Inspection of Asbestos Abatement Projects. Item V Removal of Transite Lab Topsff able Tops and Transite Lined Fume Hoods/Base Cabinets Item Five of this Request
for a Campus Wide Variance is to address the intact removal of Transite Lab Tops/Table Tops and Fume Hoods/Base Cabinets having an interior transite lining. Of the 600 Campus Buildings,
approximately sixty (60) are involved with research & development and have laboratories equipped with transite lab tops, transite table tops and transite-lined fume hoods/Base Cabinets.
Individual lab tops and table tops are generally 3' wide and range from 3' to approximately 15' in length (9 sf to 45 sf). They are normally installed over either metal/wood cabinetry
or other support structures (i.e. simple table legs). The interior transite panel lining present with the fume hoods are nonnally mechanically fastened to the fume hood's metal framing
on the 2 side walls, the back wall, and ceiling and total approximately 54 sf per hood. The interior transite panel lining present with the base cabinets are nonnally mechanically fastened
to the cabinet walls, shelves and doors and total approximately 50 sf per hood. The University routinely either decommissions/removes these items when no longer needed or replaces the
existing lab tops, table tops and fume hoods/base cabinets with new "non-asbestos" units during lab renovation projects. For those projects where the transite lab tops, table tops and
interior fume hood/base cabinet transite panels must be impacted (i.e. damaged) in order to dismantle and remove the item, all work is performed within a 2layer negative pressure tent
enclosure following the provisions and conditions of 12 NYCRR Part 56 and the Guidance Document. But in numerous cases, the transite lab tops, table tops, and transite-lined fume hoods/base
cabinets can be removed intact without any impact to the transite materials. In these instances: - For lab tops and table tops, the entire unit (i.e. transite top and lower cabinetry/legs)
is disposed of intact without any impact to the transite material. - For fume hoods, the entire hood frame (and associated transite panels) is removed intact without removing the transite
from the hood framework. - For base cabinets, the entire cabinet (and associated transite panels) is removed intact without removing the transite from the hood framework. As University
operations performed in these labs routinely require continual University personnel occupancy to monitor the various R&D activities, the requirement to remove, handle and package those
units within a smallproject negative pressure enclosure where these operations can be accomplished without impacting the transite what-so-ever creates an unnecessary hard-ship to the
University. Based on this, we are requesting relief fi·om the following sections of 12 NYCRR Part 56 to address the intact removal and disposal of Lab Tops, Table Tops and Fume Hoods/base
cabinets in those situations where the associated transite will not be impacted at all during the removal, handling and packaging operations: Section - Title 56-6 - Background Air Sampling
56-7. 1- Work Area Preparation Air Sampling 56-8.1 - Asbestos Abatement Air Sampling 56-9.2 - Clcamnce Procedures. Air Sampling Cornell University Ithaca Campus Auachment A of Variance
Petition Reason J Proposed Plan for Protection w/o literal compliance \Vc are proposing the collection of one air sample within each active lab ·'interior rc$tricted work area" and
one sample outside/adjacent to the affected lab during work area preparation, Jab top/table top /fume hood/Base Cabi_net rernoval operations and the wrappinglcontainetizing of the items.
2020 Campus Wide Variance Petition DELTA ENGlNEERS, ARCHiTECTS, & LAND SURVEYORS, DPC 20 006 8 Page 6 of 8 AN ISO 9001:2015 CERTIFIED COMPANY Section - Title 56-7.5 - Personal and W
a.o;tc Decontamination System Enclosures 56-7.8 - Engineering Comrols 56-7. I l{a), (b), (c), (e) & (f) - Regulated Abatement Work Area Enclosure 56-8.2 (b) - Waiting Period 56-9.2
(d) - Clearance Air Sampling Reason I Proposed Plan for Prmection w/o literal compliance As the intact removal of the fume hoods/base cabinets, table tops or lab tops will not impact
the associated transite material, we are requesting that an impermeable drop-cloth be installed within the a fleeted Lab adjacent to the item to be removed and this area be used fOr
decontamination of personnel and equipment if/when necessary. As the potential to impact or otherwise disturb the transite is minimal, we arc proposing to utilize localized negative
pressure via the use of H EPA vacuums as necessary during Phase IIA through 110 operations. As the potential to impact or otherwise disturb the transite is minimal, we arc proposing
to perform the intact lab top/table top/fume hood/base cabinet removal and wrapping I containerizing operations within an ''lnterior Restricted Area". The active lab where removal is
being performed shall be isolated I cordoned off >lnd signage installed as per Section 56-7.4( c), to restrict access and delineate it from public areas during Phase IIA tltrough liD
operations. Allow the commencement of JIB abatement operations immediately fo11owing completion of IIA Area Preparation and acceptance of Pre· Abatement Visual Inspection by a Project
Monitor. Utilize the re-~ults of the "daily" I inside I I outside "Interior Restricted Area" resull~ in lieu of clearance air sampling. If the daily air samples are reported as being
greater than 0.0 I flee, then the interior restricted Lab work area shall be re-cleaned and final clearance air sampling for the area shall be performed. Item VI - Removal of Elevated
Pipe Insulation for Small and Minor Project Work Areas Onlv - Item Six of this Request for a Campus Wide Variance is associated with the glovebag removal of elevated in-line pipe and
pipe fitting insulation for Minor and Small Project Work Areas (A Project-Specific Variance will be petitioned for to address Large-Project work areas). In several of the Comell University
Ithaca Campus Buildings, including but not limited to the Central Heating Plant, the Water Treatment Plants and several other heating/treatment facilities and open-ceiling building,
asbestos containing in-line pipe and pipe fitting insulation is present on elevated lines (I 5' - 50' above finished floor). The majority of these lines normally operate in excess of
160 degrees and can only be de-energized once a year for a 3-day period during the May campus-wide steam shutdown, as they service the entire campus (they must also be isolated occasionally
on an emergency basis due to leaks). Based on the fact that these lines are located between 15' and 50' above the floor and they can only "nonnally'' be isolated/de-energized during
the 3-day steam shutdown or on an emergency basis due to leaks, it is impractical to construct scaffolding and tents for glovebag-in-tent operations during the limited 3-day time frame/emergency
shutdown time frame when the lines can be isolated. Based on past experience, TSI removal which falls within the described conditions will include less than 260 linear feet each calendar
year (between 3-day steam shutdown and emergency situations throughout the year). Due to the inherent safety concerns and access limitations associated with the significantly elevated
location of the insulation to be removed (15' to 50' above finished floor), and the fact that they can only be isolated/deenergized for a 3-day period each year as they service the
entire campus (or on an emergency basis ifleaking), we are requesting relief from the standard negative pressure tent enclosure requirements for the perfom1ance of glovcbag abatement
operations for pipe/pipe fitting insulation (TSI) located at an elevation of 15' or greater for Minor and Small Project Work Areas. Cornell University Ithaca Campus Attaclunent A of
Variance Pelition 2020 Campus Wide Variance Petition DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC 20006B Page 7 of 8 AN ISO 9001:2015 CERTIFIED COMPANY. Section - T itle Reason
I Proposed Plan for Protection w/o literal compliance 56-6- Background Air Sampling 56-7.1 - Work Area Preparation Air Sampling 56-8. I - Asbestos Abatement Air Sampling 56-8. I - Asbestos
Abatement Air Sampling 56-9.2 - Clearance Procedures, Air Sampling \Ve are-proposing to collect one air sample within the lift basket and one sample be collected on the Ooor level within
the IRW AS directly below the active abatement location(s). 56-7.5 - PersMal and Waste Decontamination System Enclosures For each individual project involving greater than 25 linear
teet, we are proposing tO utiHze a ''remote" Small-Project Personal Decontamination System Enclosure as per 56-7.5, (d). 56-7.8 - Engineering Controls We are proposing to use negative.
pressure g1ovcbags utilizing localized negative pressure via the use of BEPA vacuums. 56-7.11 (a), (b), (c), (c) & (I) - Regulated Abatement Work Area Enclosure We are proposing to
use negative pressure glovebags out of lifts to access the elevated TSJ. The floor area below active abatement location plus 25' in all directions shall be considered the "Interior
Restricted Work Area (IRWA)" and shall be isolated I cordoned ofT and signage installed as per Section 56-7.4(c), to restrict access and delineate it from public areas during Phase
IIA through liD operations. 56-8.2 (b)- Waiting Period Allow the commencement of liB negative pressure glovcbag abatement operations immediately fOllowing completion of IIA Area Preparation
and acceptance of Pre-Abatement Visual Inspection by a Project Monitor. 56-9.2 (d) - Clearance Air Sampling Utilize the results of the "daily'' lit\ basket and "Interior Restricted
Work Area" results in lieu of clearance air sampling. If the daily air samples arc reported as being greater than 0.0 1 flee, then the basket and noor-lcvcl interior restricted \VOrk
area shall be re-cleaned and tina! clearance air sampling for the area shall be perfonncd. Item VII - Clean-up of "Emergency Minor" Incidental Disturbance Incidents- Item Seven of this
Request for a Multi-Site Campus Wide Variance is to address the clean-up of future "emergency minor" size incidental disturbance episodes and to stabilize or remove any significantly
damaged material that is the cause of the given disturbance. The procedures, means and methods detailed for an incidental disturbance asbestos project in 12 NYCRR Part 56 are for use
on "minor" projects and require the usc of a small-project decontamination unit. Additionally, section I I .2, (f), (4) does not allow for removal during the incidental disturbance
clean-up. Based on routinely encountered space constraints, specific relief is requested from the following sections of I 2 NYCRR Pa1t 56: Section .. Title 56-I 1.2 (!),(I), (i) 56-11
.2 (!), (4) Cornell University Ithaca Campus Attachment A of Variance Petition Reason I Proposed Plan for Protection w /o literal compliance \Vherc space constraints do not allow the
constmction of an anached small.project decontamination unit, and where building occupancy I emergency building egress docs not allow a restricted path for t.he use of a Remote decontamination
unit, we are proposing to utilize an air lock system attached to the minor·project incidental disturbance interior regulated abate1nent work area for access egress, in lieu of the.
decontamination unit for any future minor size incidental disturbance clean-up projects. for those minor-project incidental disturbance episodes where the material that is the source
of the disturbance is in poor condition and beyond repair, we are proposing to remove the malerial as a part of the incidental disturbance clean-up utilizing the appropriate method
for the given damaged ACM (i.e. glovebag) within lhc negative pressure incidental disturbance work area. 2020 Campus Wide Variance Petition DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS,
DPC 200068 Page 8 of 8 I • II I I • • The proposed means, methods and details for exhausting negative pressure equipment for buildings with inoperable window units or limited access
to the exterior, for "Minor- and ··small" sized Incidental Disturbance Clean-Up episodes, for the ACM Floor, Wall and Ceiling fastening/coring/drilling operations, for the removal of
fi re doors/elevator doors with asbestos containing core insulation, for the intact removal, packaging and disposal of transite lab lops, table tops and fume hoods, and for the negative
pressure removal of elevated TSI on the Cornell University Ithaca Campus are presented in Attachment B. Respect fully, DELTA ENGINEERS, ARCHI't :CTS, & I.AND SUilV£YORS, OPC Stephen
Prislupsky Director of Environmental Services Asbestos Project Designer, 90-1 089l Date: January 14. 2020 Comcll University Ithaca Campus Attachmcm 1\ of Variance Petition 2020 Campus
Wide Variance Petition · ADELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS e • II State of New York - Department of Labor Division of Safety and Health Engineering Services Unit State
Office Building Campus Building 12 - Room 154 Albany, NY 12240 200068 I e • • 860 Hooper Road Endwell. NY 13760 Tel: 607.231.6600 Fax: 607.231.6650 w .. vw.deUa-eas.oom January 14,
2020 Re: Petition for Multi-Site Facility (Campus) Wide Variance Cornell University Ithaca, NY Campus Relief sought for: I) Negative Pressure Equipment Exhaust Ventilation for Buildings
with Inoperable Windows 2) Future "Small" Project Incidental Disturbance Clean-Up Episodes 3) Localized "Minor" Coring/Drilling Operations into Asbestos Containing Materials 4) Removal
of Fire Doo1·s with Asbestos Containing Cores 5) Intact Removal of Transite Lab-tops, Transite Table Tops and Transite-lined Fume Hoods 6) Removal of Elevated Pipe Insulation using
Negative Pressure Glovebags 7) Future "Emergency" Minor Project Incidental Disturbance Clean-Up Episodes ATTACHMENT B Proposed Abatement Method Description Based on the background information
presented in Attachment A, in addition to the "general" requirements of 12 NYCRR Part 56, we arc requesting that the following operations/procedures be used for the Interior Exhausting
of Negative Pressure Equipment, for "future" minor & small size incidental disturbance episode clean-ups, for localized "Minor" coring/drilling operations into and tlu·ough asbestos
containing floor/wall/ceiling materials, for the removal of fire doors/elevator doors with asbestos containing core insulation, for the "Intact" removal of Transite Lab- topsrrable-tops
& Transite-lined Fume Hoods/base cabinets, and tor the removal of elevated pipe insulation utilizing negative pressure glovebags at the Cornell University Campus in Ithaca, New York:
Item 1) Negative Air Pressure Equipment Exhaust Ventilation: As stated in Attachment A, the University is requesting a Multi-Site Facility (Campus) Wide Variance to allow for the venting
of negative pressure equipment utilized on an asbestos abatement project into an unoccupied controllable space within the building. This exhaust method would only be performed within
those buildings where inoperable fixed window systems are present or where the nearest "feasible" building opening is greater than I 00' from the work area. Proposed procedures, means
and methods for NPU exhaust are as follows: I) The negative pressure air equipment exhaust set-up as proposed below would only be used for large or small projects perfonned within a
negative pressure enclosure/regulated abatement work area at those Cornell University Ithaca Campus buildings having either inoperable fixed window systems or where the opening to the
exterior is greater than l 00' from the interior regulated abatement work area. 2) Negative air ventilation units that cannot be exhausted to the outside of the building or structure
shall be directed to an unoccupied, controllable location within the building. This location shall be accessible for the placement of air monitoring equipment as required by the applicable
sections of ICR-56. A controllable area shall be defined as an existing vacant room or an area within a larger space isolated by barrier tape and warning signs. This location shall
be adequately sized to accommodate the increase in positive pressure in the area. Cornell University Ithaca Campus /\ttac1unent B of Variance Petition 2020 Campus Wide Variance Petition
DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC ·2 0 0 0 s 8 Page 2 of 10 e • I I I e • . 3) All openings within 25 feet of the Negative air machine exhaust tenn ination shall be
sealed with two layers of fire retardant polyethylene. 4) Air monitoring shall be conducted at each tube for all small and large projects when exhausting to an interior space. Banking
of negative air ducts terminating inside the building or structure will not be allowed and will not be permitted for air monitoring purposes. 5) If elevated air samples are indicated,
work shall stop immediately. The faulty negative air machine shall be taken out of service and repaired. A replacement machine shall be installed to maintain the required negative air
pressure differential in the work area. Elevated air samples results shall be submitted to the Commissioner as required by ICR 56-4.10 (a) 6) All surfaces within area where the faulty
negative air machine is exhausting to shall be wet wiped and HEPA vacuumed. The Project Monitor shall conduct a visual inspection of the area prior to resumption of work. 7) A summary
of the cleanup activities and negative air machine repairs shall be documented in the Supervisor's daily log. Hem 2) Clean-up of "Small" Incidental Disturbance Incidents - In order
to be pro-active, Cornell University is requesting a Multi-Site Facility Wide Variance to address the clean-up of future "small" incidental disturbances following the provisions and
conditions as outlined in 12 NYCRR Part 56 "Subpa1t 11.2 Emergency Project" and shall include the following: l) The work would apply to any "future" small size incidental disturbance
clean-ups as defined by 12 NYCRR Part 56. 2) Air sampling and analysis shall be conducted in accordance with the requirements of Subpart 56-4. Due to the nature of this work, backh>round
air samples shall not be required. Large Project Phase IIA and Phase liB daily air sampling shall be performed as well. 3) The clean-up project shall comply with the requirements of
12 NYCRR Part 56 Sections 56-3.1, 56-3.2 and 56-3.3. 4) Prior to the commencement of the clean-up project, the asbestos abatement contractor shall comply with the emergency asbestos
project notification requirements set forth in 12 NYCRR Part 56 Sections 56-3.5 and 56-3.6. 5) 1fperrnission to proceed as an emergency asbestos project is granted under the conditions
of the variance, as per Sections 56-3.5 and 56-11.2, all work done on the project shall be perfonned in a manner consistent with applicable provisions of 12 NYCRR Part 56 Subpart 11.2
and with those conditions as defined in the approved variance. 6) The affected area shall be cordoned off with barrier tape at a distance of twenty-five (25) feet from the outer most
limit of the disturbance where feasible. If emergency egress paths are impacted by the 25', Cornell University Ithaca Campus Attachment B of Variance Petition 2020 Campus Wide Variance
Petition DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC Page 3 of 10 I I ,. • then the barrier distance would be reduc.ed to allow for compliance with building code. An additional
air sample shall be collected at all reduced barrier locations. This shall be considered the regulated abatement work area tor the cleanup of the disturbed materials. The regulated
abatement work area shall be immediately cordoned off and adequate signage shall be posted as described in 12 NYCRR Part 56 Subpart 56-7.4. 7) following the emergency notification,
the following shall be pcrfonned: a. A small project decontamination system enclosure shall be installed and utilized for all incidental disturbance asbestos clean-up projects. For
non-mabie organically bound (NOB) material incidental disturbance clean-up operations, a remote small project decontamination unit will be utilized, with an airlock being attached to
the NOB work area for access I egress. For mabie material incidental disturbance clean-up operations, an attached small project decontamination system enclosure shall be utilized. b.
Critical barriers shall be installed as per 12 NYCRR Pa1t 56 Section 56-7.11 to isolate the cleanup work area. c. Negative air ventilation systems shall be established as per 12 NYCRR
Part 56 Section 56-7.8(a) to maintain of 8 air changes per hour. d. Wet methods shall be employed to minimize further disturbance of the affected material during cleanup activities.
c. No removal of undisturbed ACM, PACM or asbestos mate1ial shall be perfonned during the emergency asbestos project. If the ACM that is the source of the disturbance is still present
and is in a damaged condition (beyond repair), the damaged material shall be removed as a part of the clean-up. f. For NOB incidental disturbance projects, the worker's disposable protective
clothing shall be removed and left in the work area upon exiting. After exiting the work area, workers shall immediately don clean protective clothing with.in the attached airlock.
Workers shall then proceed immediately to the remote small project decontamination system enclosure. g. For friable incidental disturbance projects, the workers shall utilize the attached
decontamination system enclosure 8) Final clean-up procedures shall comply with 12 NYCRR Part 56 Section 56-9, except that only one (I) stage of cleaning (final) will be performed.
Lockdown encapsulant shall only be used on porous contaminated surfaces subject to cleaning. 9) Once final cleaning is complete, a visual inspection shall be completed by the asbestos
abatement contractor's supervisor to confirm that the scope of abatement work for the asbestos project is complete, and no visible debris/residue, pools of liquid, or condensation remain.
10) Following the observance of the required four (4) hour waiting/settling period, a final visual inspection shall be performed by an appropriately trained and cenified project monitor.
The project monitor visual inspection for completeness of abatement and completeness of cleanup shall be perfonned as per the provisions of the current ASTM Standard E 1368 "Standard
Practice for Visual Inspection of Asbestos Abatement Projects". II) Upon passing of the fi nal visual inspection, final clearance air sampling shall be performed as per the requirements
of Subpart 56-9, (d). Cornell Universily Ithaca Campus Attachment B of Variance Petition 2020 Campus Wide Variance Petition DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC 200068
Page 4 of 10 AN ISO 9001:2015 CERTIFIED COMPANY Item 3) Fastening/Coring/Drilling of Asbestos Containing Material - For those project where localized "minor" fastening, drilling and/or
coring operations arc required for projects where various security devices, telecommunication devices, fire protection devices, sprinkler lines, surface mounted raceway, wire mold or
new wall base-plates must be fastened to, mounted onto or pass through ACM floor, wall and ceiling systems, and the overall/cumulative amount of ACM to be impacted for a given project
is greater than I 0 square feet (i.e. small and large projects), we are proposing the following procedures, means and methods be allowed: I) Prior to fastening/coring/drilling operations
for all small-projects and large-project, a remote small project decontamination system enclosure shall be in-place and fully operational. The unit will be located in a secured room
within the building where these operations are being perfonned. The pathway from the interior restricted work area to the decontamination system or next interior restricted work area
shall be cordoned off and signagc installed as per Section 56-7.4(c) while the pathway is in use, to delineate it from public areas while in use during Phase IIA through liD. For minor-project
fastcninglcoringldrilling operations, an airlock system shall be utilized. 2) Each affected room/area/space shall be vacated for the duration of preparation, drilling I saw cutting
I penetration, and cleaning operations and shall be considered a restricted area. Each affected space shall not be reoccupied until receipt of satisfactory air results as detailed below.
3) All power tools used to disturb ACM shall be HEPA ventilated as per 12 NYCRR Part 56-7.2 (0). A Nilfisk negative pressurized drill shield shall be used in combination with a suitable
I-lEPA vacuum for all ACM drilling operations. ACM drilling shall proceed using manufacturer's recommended operating procedures. Wet methods (i.e. shaving cream, foam or other wet method)
shall be used at the cut location. All power tools used to disturb ACM shall be HEPA ventilated as per JCR 4) The interior of the power tool dust shroud I shield is the regulated abatement
work area for each ACM spot removal location. However, the room/area/space where ACM drilling operations occur shall be a restricted area, limited to certified personnel and authorized
visitors only, until the asbestos project is complete and satisfactory air results have been obtained. The restricted area shall be cordoned off and signagc posted in accordance with
12 NYCRR Part 56-7.4(c) of ICR 56. 5) With the remote decontamination system or air lock system in-place, fastening, drilling and coring operations would be performed as follows: A)
Floor, Wall and Ceiling Fastening/Drilling Operations-Fastening and Drilling operations would be performed for the installation of anchors to support/install surface-mounted devices,
junction boxes, conduit, raceway, wire mold and other miscellaneous items (i.e. wall base-plates, Chalk boards, bulletin boards, white boards, etc.). The affected room area where fastening/drilling
operations are to occur shall be isolated via barrier tape and appropriate signage. A 2-layer 6 mil tire retardant poly drop cloth shall be installed under the wall and ceiling fasteningldti
lling location. Carpeting shall be protected during ACM drilling/penetration operations, if needed. The size of the drop cloth shall be a minimum of6' out from the wall by 8' in length.
Fastening/drilling operations into the given floor/ wall/ceiling surface would then be perfonned utilizing a drill or Hille fitted with a manufacturer-equipped HEPA shroud. The HEPA
vacuum would operate continuously during all fastening/drilling operations. Once the holes are drilled and the anchors are installed, the device/J-box/raceway/wire mold would be fastened
to the surface. Upon completion of these operations, the drop cloth shall be HEPA vacuumed and placed in an asbestos disposal bag. Cornell University Ithaca Campus Attachment B of Variance
Petition 2020 Campus Wide Variance Petition DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC 2 0 0 0 6 A' ~age 5 of 10 AN ISO 9001:2015 CERTIFIED COMPANY 8 ) Wall (Through-Wall) Coring
Operations - For this operation, a complete core is required through a given wall for surface mounted conduit/raceway/wire mold and sprinkler line pass-through's. Coring operations
at each location will be performed i.n two separate phases so that the asbestos containing surfacing material being impacted is isolated within the drill shroud (i.e. drill a hole into
one side of the wall utilizing the proposed methods below then proceed to the other side of the wall and perform the identical operation). a. A 2-layer 6 mil fire retardant poly drop
cloth shall be installed on both sides of the wall under the coring location. The size of the drop cloths shall be a minimum 6' out !Tom the wall by 8' in length. The drop cloths will
be disposed of as asbestos waste at the completion of operations. b. As stated above, although wall coring operations will be pcrfonned in two separate phases so that the plaster or
sheetrock/joint compound surface being impacted is isolated within the tool shroud/shield at all times, a commercial glovebag will be sealed to the non-drill shield side of the wall
tor each coring phase at a given location. c. Coring operations would then be performed using drill fitted with a manufacturer-equipped HEPA shroud. The HEPA vacuum would operate continuously
during all coring operations. The hole coring would be performed on one side of a given wall initially and would be to a minimal depth so as to core through the "active surface" of
the wall only. Once this initial core is complete, the opposite surface of the wall would be cored following the identical set-up and coring procedure. d. Once the cores on both sides
of a given wall location are complete, all exposed edges of the asbestos containing material shall be encapsulated. e. Upon completion of these operations at a given location, the drop
cloth shall be HEPA vacuumed and placed in an asbestos disposal bag. All waste shall be double bagged within the interior restricted work area for transfer to the waste storage trailer/dumpster.
The area shall then be inspected by a 3ru pa1iy independent project monitor for completeness of abatement and cleaning. 6) For all Coring Projects where the cumulative coring total
classifies the Project as a "Small" or "Large", or where the coring work is being performed as a paiTI of an overall Small or Large Project, we are proposing air monitoring within each
room/area/space restricted be conducted daily (on days when abatement or support activities such as ACM disturbance or cleaning activities are perfonned). One daily abatement air sample
shall be collected within ten (10} feet of the ACM drilling location(s) during removal and cleaning operations. Provided that airborne fiber concentrations remain below 0.0 I fibers
per cubic centimeter, clearance air sampling as described in Subpart 56-9.2, (d) will not be perfo1med. If air sample results indicate airborne fiber concentration at or above 0.0 l
fibers per cubic centimeter, during device removal/installation and cleaning operations, all. surfaces present within the room where the elevated sample result was reported will be
re-cleaned <llnd clearance air sampling for the given room will be performed following a two hour waiting period. For Projects where the cumulative total classifies the job as a "Minor",
air sampling would consist of the Contractor's Personal OSHA sampling only. 7) When all drilling/coring operations are completed, and daily air samples are received and acceptable for
a given restricted work area, then the signage and barrier tape shall be removed and the area shall be opened for access by follow-up trades to perform their work. Item 4) Fire Door/Elevator
Door Removal: Fire door and elevator door abatement operations shall include the removal, wrapping and disposal of the entire door "intact" without removing any hardware form the door
slab Cornell University Ithaca Campus Attachment B of Variance Petition 2020 Campus Wide Variance Petition DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC 20006 8 Page 6 of 10 AN
ISO 9001:2015 CERTIFIED COM PAN~ or otherwise impacting the interior asbestos core. As such, we are requesting that the following operations I procedures be used for the fire door removal
and containerizing work: l) Prior to the removal of any door units, a remote small project decontamination system enclosure shall be constructed as per the requirements of 56-7.5 and
shall be utilized for door removal work. The unit will be located in a secured room within, or immediately outside, the building where these operations are being perfonncd. The pathway
fi·om the interior restricted work area to the decontamination system or next interior restricted work area shall be cordoned off and signage installed as per Section 56-7.4(c) while
the pathway is in use, to delineate it from public areas while in use during Phase llA through liD. 2) With the remote decontamination system in-place and operational, removal of the
interior fire doors and elevator doors would be perfom1ed as follows: a. The location where an active door removal is being performed will be considered an "interior restricted work
area" (lRWA). It will be isolated and cordoned off at a minimum distance of25', or to the greatest extent possible without impacting life/safety issues, via Caution Tape and signage
installed as per Section 56-7.4(c) to restrict access during Phase IIA through liD operations. Access to the interior restricted area shall be limited to certified personnel only. b.
The door's interior asbestos core would not be impacted in any manner and would remain intact within the door shell. The doors will be removed "intact" from their frames by pulling
the hinge pins and at no time shall any hardware installed on the door itself be removed. At each phase of removal, a Project Monitor Visual Inspection would be required to ensure the
completeness of required procedures and to verify the integrity of the door shell/casing as "intact". c. Once a door has been removed from its fi·ame, it shall be wrapped in two layers
of 6 mil fireretardant poly and placed on a wheeled cart for transport to the waste trailer. This cart would be lined with two layers of 6-mil fire retardant poly with enough overlap
remaining so as to completely cover the doors once they are placed on the cart for transport. As the doors are to be wrapped within the interior regulated work area and transported
on a wheeled cart directly to a waste trailer, the use of Waste Decontamination S)>stem would not be needed/required. d. The pathway used to transport the door from the active regulated
work area to the waste trailer shall be cordoned off and signage installed as per Section 56-7.4(c), to delineate it from public areas while in use during transport operations. e. The
doors shall then be placed in a lined dumpster and disposed of as RACM. 3) Daily "Full-Shift" Air Sampling will be perfonned during all interior door removal and wrapping operations.
This will consist of one air sample being collected within each active interior restricted work area and one sample outside and adjacent to the area. Provided that airborne fiber concentrations
remain below 0.01 fibers per cubic centimeter, clearance air sampling as described in Subpart 56-9.2, (d) will not be performed. If air sample results indicate airborne fiber concentration
at or above 0.01 libers per cubic centimeter, during door removal and wrapping operations, all surfaces present in the given work area will be re-cleaned and clearance air sampling
will be pcrfonned following a two hour waiting period. 4) The Owner will also be employing an on-site, full time, third party project monitor/AST who in addition to collecting the daily
air samples, will perform a final inspection at each area as per the provisions of the current ASTM Standard El368 "Standard Practice for Visual Inspection of Asbestos Abatement Projects".
Comell University Ithaca Campus Auachment B of Variance Petition 2020 Campus Wide Variance Petition DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC 200068 Page 7 of 10 AN ISO 9001:2015
CERTIFIED COMPANY 5) Upon completion of the interior door removal and wrapping operations, the transportation of the wrapped doors to the waste trailer, and the receipt of acceptable
daily air sample results for a given interior restricted work area, the interior restricted work area shall be opened to other trades for follow-up new door installation work. Item
5) Removal of Transite Lab Tops, Table Tops and Transite Lined Fume Hoods/Base cabinets - For those instances where the removal of Transite Lab 'fopsffablc Tops and Transite-lined Fume
Hoods/base cabinets can be perfonned without impacting I damaging the transite component, the intact removal of transite lab tops, table tops, and fume hoods/base cabinets would be
performed as follows: I) The Laboratory/Room where a given unit is to be removed will be considered an "interior restricted area". It will be isolated and cordoned off at each access
point (i.e. entrance doors) via Caution Tape and signage installed as per Section 56-7.4(c) to restrict access during Phase IIA through liD operations. Access to the interior restricted
area shall be limited to certified personnel only. 2) A 2-layer 6 mil fire retardant poly drop cloth shall be installed on the floor immediately adjacent to the unit to be removed.
The drop cloth will be disposed of as asbestos waste at the completion of removal and wrapping operations. 3) Certified workers utilizing appropriate PPE shall then wrap the lab top,
table top, or fume hood/base cabinet in two layers of 6-mil fire-retardant poly without impacting the associated transite in any manner. 4) Once wrapped, the lab top/table top/fume
hood/bas.e cabinets shall be placed on a wheeled cart for transport to the waste trailer. This cart would be lined with two layers of 6-mil fire retardant poly with enough overlap remaining
so as to completely cover the unit once it is placed on the cart for transport. 5) The pathway used to transport the unit !Tom the regulated work area to the waste trailer shall be
cordoned off and signagc installed as per Section 56-7.4(c) while in use, to delineate it fi·om public areas while in use during transport operations. 6) Daily "Full-Shift" Air Sampling
will be perform·ed during all lab top/table top/fume hood/base cabinet removal and wrapping operations. This will consist of one air sample being collected within each active Laboratory/Room
interior restricted work area and one sample outside/adjacent to the Lab/Room. Provided that airborne fiber concentrations remain below 0.0 I fibers per cubic centimeter, clearance
air sampling as described in Subpart 56-9.2, (d) will not be perfonned. If air sample results indicate airborne fiber concentration at or above 0.0 I fibers per cubic centimeter, during
removal and wrapping operations, all surfaces present in the given lab work area will be re-cleaned and clearance air sampling will be perfonned following a two hour waiting period.
7) Upon completion of the Lab Topsffablc Tops and Transite-lined Fume Hoods/base cabinets removal and wrapping operations, the transportation of the wrapped units to the waste trailer,
and the receipt of acceptable daily air sample results for a given liab work area, the lab shall be opened up for normal occupancy. Cornell University Ithaca Campus Attachment B of
Variance Petition 2020 Campus Wide Variance Petition 200068 DELTA ENGU\TEERS, ARCHlTECfS, & LAND SURVEYORS, DPC Page 8 of 10 AN ISO 9001:2015 CERTIFIED COMF'AN'l Item 6) Removal of
Elevated Pipe Insulation - For the minor-project and small-project removal of in-line pipe and pipe fitting insulation (TSI) present at an elevation greater than 15' above floor level,
we arc proposing the following method be utilized. For large-project work areas, a project specific variance would be obtained: I) For each individual TSI project where abatement operations
are classified as a small-project (i.e. > 25 If I < 260 l f), a remote small project decontamination system enclosure shall be constructed as per the requirements of 56-7.5. The unit
will be located at the floor level within the Interior Regulated Work Area or in a secure adjacent area and will remain in-place until the proposed clearance criteria is achieved. For
Minor TSI Projects (<I= 25 If), an airlock system would be utilized. 2) The floor level area located directly beneath the active abatement area, plus 25' in all directions where feasible,
shall be considered the " Interior Restricted Work Area (IR WA)". Access to the IRWA shall be restricted to certified personnel only and it will be isolated and cordoned off via Barrier
Tape and signage installed as per Section 56-7.4( c) to restrict access. 3) Upon establishing the IR W A, the lift man-basket utilized to access the TSI shall be plasticized with two
(2) layers of six (6) mil fi re retardant polyethylene on the platforrn, with plastic sheeting extended venically to waist-high (as so equipped) guardrail sides and back of the lift
unit. While the lift walking surfaces must be plasticized, proper traction surfaces or equipment shall be provided to assure the safety and comfort of abatement workers while perforrning
abatement activities on the lift equipment. After removal operations are completed for a given location, the plasticized lift man-basket surfaces shall be wet wiped and/or HEPA vacuumed
clean. The plasticizing on the lift shall be periodically inspected during use and repaired as needed. Upon completion of the overall abatement work, this poly shall be packaged and
disposed of as RACM. 4) A drop cloth shall be installed on the floor area I equipment directly below each active abatement location within the IR WA. The drop cloth shall be l 0' x
l 0' in size. Upon completion of abatement at a given location, the poly drop cloth shall be wet wiped and/or HEPA vacuumed, packaged and disposed of as RACM. 5) Glovebag removal of
the elevated TSI shall then be perforrned. Commercially available negative pressure glovebags or standard glovebags placed under negative pressure using a HEPA vacuum shall be utilized,
in lieu of glovcbag removals within negative pressure tents. If standard glovebags are used, they shall be fitted with adequate interior support to prevent collapse wllile under negative
pressure. The integrity of the glovebag will not be compromised by any additional support components and the makeup air inlet into the glovebag shall be fitted with a I-lEPA filter.
Glovebag removal procedures shall be consistent with 12 NYCRR Part 56-8.4 and OSHA 29 CFR 1926.1 101. 6) In the event of a loss ofglovebag integrity, procedures as detailed in 12 l'NCRR
Part 56-8.2, (g) shall be followed. 7) For all individual projects involving greater than 25 linear feet, Daily "Full-Shift" Air Sampling will be perfonned during all glovebag removal
operations. This will consist of one air sample being collected on the floor level within the IR W A directly below the active abatement work and one air sample being collected in the
lift man-basket. Provided that airborne fiber concentrations for these abatement samples are reported as being below 0.01 fi bers per cubic centimeter, clearance air sampling as described
in Subpart 56-9.2, (d) will not be performed. If air sample results indicate airborne fiber concentration at or Cornell University Ithaca Campus Attachment B of Variance Petition 2020
Campus Wide Variance Petition 200068 DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC Page 9 of 10 I • II I I • • above 0.01 fibers per cubic centimeter, the JRWA and man-basket will
be re-cleaned and clearance air sampling will be perfonned following a two hour waiting period. 8) For all individual projects involving greater than 25 linear feet, a full time independent
project monitor shall be on-site to observe the abatement contractor's work practices, to ensure that no visible emissions are generated during the removal activities, and to verifY
compliance with the conditions of the Variance, if approved. Item 7) Clean-up of "Emergency Minor" Incidental Disturbance Incidents - Due to space constraints, building occupancy and
compliance with building egress paths, Cornell University is requesting a Multi-Site Facility Wide Variance to address the following relief from 12 NYCRR Patt 56 "Subpart 11.2- Emergency
Project": 1) Air sampling and analysis shall be conducted in accordance with the requirements of Subpart 56-4. 3) The clean-up project shall comply with the requirements of 12 NYCRR
Part 56 Sections 56-3.1, 56-3.2 and 56-3.3. 4) Prior to the commencement of the clean-up project, the asbestos abatement contractor shall comply with the emergency asbestos project
notification requirements set forth in 12 NYCRR Part 56 Sections 56-3.5 and 56-3.6. 5) If permission to proceed as an emergency asbestos project is granted under the conditions of the
variance, as per Sections 56-3.5 and 56-11.2, all work done on the project shall be perfonned in a manner consistent with applicable provisions of 12 NYCRR Part 56 Subpa1t 11.2 with
the following exceptions: a. For those locations where space constraints are present or building access I egress paths must be maintained, an airlock system would be utilized in lieu
of a small project decontamination system enclosure. The airlock would be attached to the minor-project incidental disturbance regulated work area and would remain in-place unti I receipt
of acceptable tlnal clearance air samples. 1 b. No removal of undisturbed ACM, P ACM or asbestos material shall be performed during the emergency asbestos project. If the ACM that is
the source of the disturbance is still present and is in a damaged condition (beyond repair), the damaged material shall be removed as a part of the clean-up. 6) All other provisions
I conditions of 12 NYCRR Part 56-I 1.2 would be followed. The health and safety of the students, faculty and staff as well as that of the contractors working on their campus is of the
utmost concern to Cornell University. By having a Multi-Site Facility (Campus) Wide Variance in-place that addresses negative pressure air equipment exhaust for those Campus Buildings
having inoperable fixed window systems and limited exterior openings, "minor" & "small" sized incidental disturbance clean-up episodes, coring/drilling through asbestos containing material,
the removal of elevator and fire doors, the intact removal of transite lab tops I table tops! fume hoods I base cabinets, and elevated pipe insulation, Cornell University can address
any necessary asbestos abatement within the affected buildings in a safe and timely manner while minimizing the impact to critical operations. Based on our experience with the previously
granted Cornell Ithaca Campus-Wide Variances I 1-0024, 14-0035 and 17-0034 (and their associated Comell University Ithaca Campus Attachment B of Variance Petition 2020 Campus Wide Variance
Petition DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC '2d0 066! Page 10 of 10 AN ISO 9001:2015 CERTIFIED COMPANY Amendment Letters), we feel that the proposed means and methods
for addressing the above items would in no way compromise the security or safety of the general public, the University's student body, faculty, staff, or any workers involved with a
given project. As per the standard conditions for a Multi-Site Facility Wide Variance, we are requesting that, if approved, the variance tennination date be the maximum two years from
its date of issuance. If you have any questions or require any additional intonnation, please feel free to contact Stephen l'rislupsky of Delta Engineers (607) 231 6674. Respectfully,
DELTA ENGI:"'EERS, ARCHITECTS, & LAND SURVlYORS, DJ>C ~p Stephen l'rislupsky Director of Environmental Service . . Asbestos Project Designer, 90-1 0891 Date: Januarv 14.2020 Cornell
University Ithaca Campus Attachment B of Variance Petition 2020 Campus Wide Variance Petition CORNELL UNIVERSITY SECTION 078400 Ithaca, New York FIRESTOPPING Low Rise 9 078400 - 1 December
11, 2020 SECTION 078400 FIRESTOPPING PART 1 GENERAL 1.01 SECTION INCLUDES A. Firestopping systems. B. Firestopping of all joints and penetrations in fire resistance rated and smoke
resistant assemblies, whether indicated on drawings or not, and other openings indicated. 1.02 REFERENCE STANDARDS A. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction
and Materials; 2015. B. ASTM E814 - Standard Test Method for Fire Tests of Penetration Firestop Systems; 2013a. C. ASTM E1966 - Standard Test Method for Fire Resistive Joint Systems;
2007 (Reapproved 2011). D. ASTM E2307 - Standard Test Method for Determining Fire Resistance of Perimeter Fire Barriers Using Intermediate-Scale, Multi-story Test Apparatus; 2015a.
E. ASTM E2837 - Standard Test Method for Determining the Fire Resistance of Continuity Head-of-Wall Joint Systems Installed Between Rated Wall Assemblies and Nonrated Horizontal Assemblies;
2013. F. ITS (DIR) - Directory of Listed Products; Intertek Testing Services NA, Inc.; current edition. G. FA (AG) - FM Approval Guide; Factory Mutual Research Corporation; current
edition. H. SCAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition; www.aqmd.gov. I. UL 2079 - Standard for Tests for Fire Resistance of Building Joint
Systems; Underwriters Laboratories Inc.; Current Edition, Including All Revisions. J. UL (DIR) - Online Certifications Directory; Underwriters Laboratories Inc.; current listings at
database.ul.com. K. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc.; current edition. 1.03 SUBMITTALS A. Schedule of Firestopping: List each type of penetration,
fire rating of the penetrated assembly, and firestopping test or design number. B. Product Data: Provide data on product characteristics, performance ratings, and limitations. C. Sustainable
Design Submittal: Submit VOC content documentation for all nonpreformed materials. D. Manufacturer's Installation Instructions: Indicate preparation and installation instructions.
CORNELL UNIVERSITY SECTION 078400 Ithaca, New York FIRESTOPPING Low Rise 9 078400 - 2 December 11, 2020 E. Manufacturer's Certificate: Certify that products meet or exceed specified
requirements. F. Installer Qualification: Submit qualification statements for installing mechanics. 1.04 QUALITY ASSURANCE A. Fire Testing: Provide firestopping assemblies of designs
that provide the scheduled fire ratings when tested in accordance with ASTM E814. 1. Listing in the current-year classification or certification books of UL will be considered as constituting
an acceptable test report. B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.
C. Installer Qualifications: Company specializing in performing the work of this section and: 1. Trained by the manufacturer. 2. With minimum 3 years documented experience installing
work of this type. 1.05 MOCK-UP A. Install one firestopping assembly representative of each fire rating design required on project. 1. Where one design may be used for different penetrating
items or in different wall constructions, install one assembly for each different combination. B. If accepted, mock-up will represent minimum standard for the Work. C. If accepted,
mock-up may remain as part of the Work. Remove and replace mock-ups not accepted. 1.06 FIELD CONDITIONS A. Comply with firestopping manufacturer's recommendations for temperature and
conditions during and after installation. Maintain minimum temperature before, during, and for 3 days after installation of materials. B. Provide ventilation in areas where solvent-cured
materials are being installed. PART 2 PRODUCTS 2.01 FIRESTOPPING - GENERAL REQUIREMENTS A. Manufacturers: 1. A/D Fire Protection Systems Inc.: www.adfire.com. 2. 3M Fire Protection
Products: www.3m.com/firestop. 3. Hilti, Inc: www.us.hilti.com/#sle. 4. Nelson FireStop Products: www.nelsonfirestop.com. B. Firestopping: Any material meeting requirements. C.
Firestopping Materials with Volatile Content: Provide only products having lower volatile organic compound (VOC) content than required by South Coast Air Quality Management District
Rule No.1168. D. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Type required for tested assembly design. CORNELL UNIVERSITY SECTION 078400 Ithaca, New York
FIRESTOPPING Low Rise 9 078400 - 3 December 11, 2020 2.02 FIRESTOPPING ASSEMBLY REQUIREMENTS A. Perimeter Fire Containment Firestopping: Use any system that has been tested according
to ASTM E2307 to have fire resistance F Rating equal to required fire rating of the floor assembly. 1. Movement: In addition, provide systems that have been tested to show movement
capability as indicated. 2. Temperature Rise: In addition, provide systems that have been tested to show T Rating as indicated. 3. Air Leakage: In addition, provide systems that have
been tested to show L Rating as indicated. 4. Where floor assembly is not required to have a fire rating, provide systems that have been tested to show L Rating as indicated. B. Head-of-Wall
Firestopping at Joints Between Non-Rated Floor and Fire-Rated Wall: Use any system that has been tested according to ASTM E2837 to have fire resistance F Rating equal to required fire
rating of floor or wall, whichever is greater. 1. Movement: In addition, provide systems that have been tested to show movement capability as indicated. C. Floor-to-Floor, Wall-to-Wall,
and Wall-to-Floor Joints, Except Perimeter, Where Both Are Fire-Rated: Use any system that has been tested according to ASTM E1966 or UL 2079 to have fire resistance F Rating equal
to required fire rating of the assembly in which the joint occurs. 1. Movement: In addition, provide systems that have been tested to show movement capability as indicated. 2. Air
Leakage: In addition, provide systems that have been tested to show L Rating as indicated. 3. Watertightness: In addition, provide systems that have been tested to show W Rating as
indicated. 4. Listing by FM, ITS (DIR), UL (DIR), or UL (FRD) in their certification directories will be considered evidence of successful testing. D. Through Penetration Firestopping:
Use any system that has been tested according to ASTM E814 to have fire resistance F Rating equal to required fire rating of penetrated assembly. 1. Temperature Rise: In addition,
provide systems that have been tested to show T Rating as indicated. 2. Air Leakage: In addition, provide systems that have been tested to show L Rating as indicated. 3. Watertightness:
In addition, provide systems that have been tested to show W Rating as indicated. 4. Listing by FM, ITS (DIR), UL (DIR), or UL (FRD) in their certification directories will be considered
evidence of successful testing. 2.03 FIRESTOPPING FOR FLOOR-TO-FLOOR, WALL-TO-FLOOR, AND WALL-TOWALL JOINTS A. Concrete and Concrete Masonry Walls and Floors: 1. Floor to Floor Joints:
CORNELL UNIVERSITY SECTION 078400 Ithaca, New York FIRESTOPPING Low Rise 9 078400 - 4 December 11, 2020 a. 2 Hour Construction: UL System FF-D-1013; Hilti CFS-SP WB Firestop Joint
Spray and CP 672. 2. Concrete/Concrete Masonry Wall to Wall Joints: a. 2 Hour Construction: UL System WW-D-0017; Hilti CFS-SP WB Firestop Joint Spray and CP 672. b. 2 Hour Construction:
UL System WW-D-0032; Hilti CP 606 Flexible Firestop Sealant. 2.04 FIRESTOPPING PENETRATIONS THROUGH CONCRETE AND CONCRETE MASONRY CONSTRUCTION A. Blank Openings: 1. In Floors or Walls:
a. 2 Hour Construction: UL System C-AJ-0090; Hilti FS-ONE MAX Intumescent Firestop Sealant. B. Penetrations Through Floors or Walls By: 1. Multiple Penetrations in Large Openings:
a. 2 Hour Construction: UL System C-AJ-8143; Hilti FS-ONE MAX Intumescent Firestop Sealant. 2. Uninsulated Metallic Pipe, Conduit, and Tubing: a. 2 Hour Construction: UL System C-AJ-1226;
Hilti FS-ONE MAX Intumescent Firestop Sealant. b. 2 Hour Construction: UL System C-AJ-1425; Hilti CFS-S SIL GG Firestop Silicone Sealant Gun-Grade. 3. Uninsulated Non-Metallic Pipe,
Conduit, and Tubing: a. 2 Hour Construction: UL System System C-AJ-2167; Hilti FS-ONE MAX Intumescent Firestop Sealant. b. 2 Hour Construction: UL System C-AJ-2109; Hilti CP 643N/644
Firestop Collar. c. 2 Hour Construction: UL System C-BJ-2021; Hilti CP 643N Firestop Collar. 4. Electrical Cables Not In Conduit: a. 2 Hour Construction: UL System C-AJ-3216; Hilti
CFS-PL Firestop Plug. b. 2 Hour Construction: UL System W-J-3198; Hilti CFS-SL RK Retrofit Sleeve Kit for existing cables. c. 2 Hour Construction: UL System W-J-3199; Hilti CFS-SL
SK Firestop Sleeve Kit. d. 2 Hour Construction: UL System C-AJ-3283; Hilti CP653 Speed Sleeve. 5. Cable Trays with Electrical Cables: a. 2 Hour Construction: UL System C-AJ-4094;
Hilti CFS-BL Firestop Block. 6. Insulated Pipes: a. 2 Hour Construction: UL System C-AJ-5091; Hilti FS-ONE IMAX intumescent Firestop Sealant. b. 2 Hour Construction: UL System C-AJ-5048;
Hilti FS-ONE MAX Intumescent Firestop Sealant, CP 606 Flexible Firestop Sealant, CP 601S Elastomeric Firestop Sealant, CP 604 Self-Leveling Firestop Sealant or CFSS SIL GG Firestop
Silicone Sealant Gun-Grade. 7. HVAC Ducts, Uninsulated: CORNELL UNIVERSITY SECTION 078400 Ithaca, New York FIRESTOPPING Low Rise 9 078400 - 5 December 11, 2020 a. 2 Hour Construction:
UL System C-AJ-7111; Hilti FS-ONE MAX Intumescent Firestop Sealant. C. Penetrations Through Floors By: 1. Multiple Penetrations in Large Openings: a. 2 Hour Construction: UL System
F-A-8012; Hilti CFS-S SIL GG Firestop Silicone Sealant Gun-Grade or CFS-S SIL SL Firestop Silicone Sealant SelfLeveling. 2. Uninsulated Metallic Pipe, Conduit, and Tubing: a. 2 Hour
Construction: UL System F-A-1016; Hilti CP 680-P/M Cast-In Device. 3. Uninsulated Non-Metallic Pipe, Conduit, and Tubing: a. 2 Hour Construction: UL System F-A-2065; Hilti CP 680-P
Cast-In Device. b. 2 Hour Construction: UL System F-A-2213; Hilti CFS-DID Drop-In Device. c. 2 Hour Construction: UL System F-A-2053; Hilti CP 680-P Cast-In Device. 4. Electrical
Cables Not In Conduit: a. 2 Hour Construction: UL System F-A-3033; Hilti CP 680-P/M Cast-In Device. 5. Electrical Busways: a. 2 Hour Construction: UL System F-A-6002; Hilti CP 604
Self-Leveling Firestop Sealant. 6. Insulated Pipes: a. 2 Hour Construction: UL System F-A-5015; Hilti CP 680-P/M Cast-In Device. b. 2 Hour Construction: UL System F-A-5017; Hilti
CP 680-P/M Cast-In Device. D. Penetrations Through Walls By: 1. Uninsulated Metallic Pipe, Conduit, and Tubing: a. 1 Hour Construction: UL System W-J-1067; Hilti FS-ONE MAX Intumescent
Firestop Sealant. 2. Electrical Cables Not In Conduit: a. 2 Hour Construction: UL System C-AJ-3095; Hilti FS-ONE MAX Intumescent Firestop Sealant. b. 2 Hour Construction: UL System
C-AJ-3216; Hilti CFS-PL Firestop Plug. 3. Insulated Pipes: a. 2 Hour Construction: UL System C-AJ-5090; Hilti FS-ONE MAX Intumescent Firestop Sealant. b. 2 Hour Construction: UL System
C-AJ-5091; Hilti FS-ONE MAX Intumescent Firestop Sealant. c. 1 Hour Construction: UL System C-AJ-5090; Hilti FS-ONE MAX Intumescent Firestop Sealant. d. 1 Hour Construction: UL System
C-AJ-5091; Hilti FS-ONE MAX Intumescent Firestop Sealant. 4. HVAC Ducts, Uninsulated: a. 2 Hour Construction: UL System W-J-7109; Hilti FS-ONE MAX Intumescent Firestop Sealant or CP
606 Flexible Firestop Sealant. CORNELL UNIVERSITY SECTION 078400 Ithaca, New York FIRESTOPPING Low Rise 9 078400 - 6 December 11, 2020 5. HVAC Ducts, Insulated: a. 2 Hour Construction:
UL System W-J-7112; Hilti FS-ONE MAX Intumescent Firestop Sealant. 2.05 FIRESTOPPING SYSTEMS PART 3 EXECUTION 3.01 EXAMINATION A. Verify openings are ready to receive the work of
this section. 3.02 PREPARATION A. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter that could adversely affect bond of firestopping material. B.
Remove incompatible materials that could adversely affect bond. C. Install backing materials to arrest liquid material leakage. 3.03 INSTALLATION A. Install materials in manner described
in fire test report and in accordance with manufacturer's instructions, completely closing openings. B. Do not cover installed firestopping until inspected by Owner's Independent Testing
Agency. 3.04 FIELD QUALITY CONTROL A. Independent Testing Agency: Inspection agency employed and paid by Owner, will examine penetration firestopping in accordance with ASTM E2174,
“Standard Practice for On-Site Inspection of Installed Fire Stops and ASTM E2393, “Standard Practice for On-Site Inspection of Installed Fire Stop Joint Systems. B. Repair or replace
penetration firestopping and joints at locations where inspection results indicate firestopping or joints do not meet specified requirements. 3.05 CLEANING A. Clean adjacent surfaces
of firestopping materials. 3.06 PROTECTION A. Protect adjacent surfaces from damage by material installation. END OF SECTION 078400 CORNELL UNIVERSITY SECTION 079200 Ithaca, New York
JOINT SEALANTS Low Rise 9 079200 - 1 December 11, 2020 SECTION 079200 JOINT SEALANTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Nonsag gunnable joint sealants. B. Joint backings and accessories.
1.02 RELATED REQUIREMENTS A. Section 078400 - FIRESTOPPING: Firestopping sealants. B. Section 088000 - Glazing: Glazing sealants and accessories. 1.03 REFERENCE STANDARDS A. ASTM
C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer; 2006 (Reapproved 2011). B. ASTM C794 - Standard Test Method for Adhesion-In-Peel
of Elastomeric Joint Sealants; 2015. C. ASTM C834 - Standard Specification for Latex Sealants; 2010. D. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014. E. ASTM
C1087 - Standard Test Method for Determining Compatibility of LiquidApplied Sealants with Accessories Used in Structural Glazing Systems; 2000 (Reapproved 2011). F. ASTM C1248 - Standard
Test Method for Staining of Porous Substrate by Joint Sealants; 2008 (Reapproved 2012). G. SCAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition; www.aqmd.gov.
1.04 SUBMITTALS A. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following. 1. Physical characteristics, including
movement capability, VOC content, hardness, cure time, and color availability. 2. List of backing materials approved for use with the specific product. 3. Substrates that product is
known to satisfactorily adhere to and with which it is compatible. 4. Substrates the product should not be used on. 5. Installation instructions, including precautions, limitations,
and recommended backing materials and tools. 6. Sample product warranty. 7. Certification by manufacturer indicating that product complies with specification requirements. B. Product
Data for Accessory Products: Submit manufacturer's technical data sheet for each product to be used, including physical characteristics, installation instructions, and recommended
tools. CORNELL UNIVERSITY SECTION 079200 Ithaca, New York JOINT SEALANTS Low Rise 9 079200 - 2 December 11, 2020 C. Preconstruction Laboratory Test Reports: Submit at least four weeks
prior to start of installation. 1.05 QUALITY ASSURANCE A. Preconstruction Laboratory Testing: Arrange for sealant manufacturer(s) to test each combination of sealant, substrate, backing,
and accessories. 1. Adhesion Testing: In accordance with ASTM C794. 2. Compatibility Testing: In accordance with ASTM C1087. 3. Allow sufficient time for testing to avoid delaying
the work. 4. Deliver to manufacturer sufficient samples for testing. 5. Report manufacturer's recommended corrective measures, if any, including primers or techniques not indicated
in product data submittals. 6. Testing is not required if sealant manufacturer provides data showing previous testing, not older than 24 months, that shows satisfactory adhesion, lack
of staining, and compatibility. 1.06 WARRANTY A. Correct defective work within a five year period after Date of Substantial Completion. B. Warranty: Include coverage for installed
sealants and accessories that fail to achieve watertight seal , exhibit loss of adhesion or cohesion, or do not cure. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Nonsag Sealants: Permits
application in joints on vertical surfaces without sagging or slumping. 1. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com. 2. Bostik Inc: www.bostik-us.com.
3. Dow Corning Corporation: www.dowcorning.com/construction. 4. Hilti, Inc: www.us.hilti.com/#sle. 5. Pecora Corporation: www.pecora.com. 6. Sika Corporation: www.usa-sika.com.
2.02 JOINT SEALANT APPLICATIONS A. Scope: 1. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior joints to be sealed include, but are
not limited to, the following items. a. Joints between door, window, and other frames and adjacent construction. b. Other joints indicated below. 2. Do not seal the following types
of joints. a. Joints indicated to be treated with manufactured expansion joint cover or some other type of sealing device. b. Joints where sealant is specified to be provided by manufacturer
of product to be sealed. c. Joints where installation of sealant is specified in another section. d. Joints between suspended panel ceilings/grid and walls. CORNELL UNIVERSITY SECTION
079200 Ithaca, New York JOINT SEALANTS Low Rise 9 079200 - 3 December 11, 2020 B. Interior Joints: Use nonsag polyurethane sealant, unless otherwise indicated. 1. Wall and Ceiling
Joints in Non-Wet Areas: Acrylic emulsion latex sealant. 2.03 JOINT SEALANTS - GENERAL A. Sealants and Primers: Provide products having lower volatile organic compound (VOC) content
than indicated in South Coast Air Quality Management District (SCAQMD); Rule 1168. 2.04 NONSAG JOINT SEALANTS A. Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not
expected to withstand continuous water immersion or traffic. 1. Movement Capability: Plus and minus 50 percent, minimum. 2. Non-Staining To Porous Stone: Non-staining to light-colored
natural stone when tested in accordance with ASTM C1248. 3. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants. 4. Hardness Range: 15 to 35, Shore A, when tested
in accordance with ASTM C661. 5. Color: To be selected by Architect from manufacturer's standard range. 6. Cure Type: Single-component, neutral moisture curing. 7. Service Temperature
Range: Minus 65 to 180 degrees F. 8. Products: B. Type S-1 - Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or multicomponent; not expected to withstand continuous
water immersion or traffic. 1. Movement Capability: Plus and minus 25 percent, minimum. C. Type S-2 - Acrylic Emulsion Latex: Water-based; ASTM C834, single component, non-staining,
non-bleeding, non-sagging; not intended for exterior use. 2.05 ACCESSORIES A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to, compatible with
specific sealant used, and recommended by backing and sealant manufacturers for specific application. END OF SECTION 079200 CORNELL UNIVERSITY SECTION 081113 Ithaca, New York HOLLOW
METAL DOORS AND FRAMES Low Rise 9 081113 - 1 December 11, 2020 SECTION 081113 HOLLOW METAL DOORS AND FRAMES PART 1 GENERAL 1.01 SECTION INCLUDES A. Fire-rated hollow metal doors and
frames. B. Hollow metal borrowed lites glazing frames. C. Accessories, including glazing. 1.02 RELATED REQUIREMENTS A. Section 088000 - Glazing: Glass for doors and borrowed lites.
1.03 ABBREVIATIONS AND ACRONYMS A. ANSI - American National Standards Institute. B. ASCE - American Society of Civil Engineers. C. HMMA - Hollow Metal Manufacturers Association. D.
NAAMM - National Association of Architectural Metal Manufacturers. E. NFPA - National Fire Protection Association. F. SDI - Steel Door Institute. G. UL - Underwriters Laboratories.
1.04 REFERENCE STANDARDS A. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010. B. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria
for Physical Endurance for Steel Doors, Frames and Frame Anchors; 2011. C. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100); 2014. D. ANSI/SDI A250.10
- Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 2011. E. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated
(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015. F. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural,
High-Strength, Low Alloy, and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable; 2015. G. ASTM A1011/A1011M - Standard Specification for Steel,
Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength; 2014. H. BHMA A156.115 - American
National Standard for Hardware Preparation in Steel Doors and Steel Frames; 2014 (ANSI/BHMA A156.115). I. ICC A117.1 - Accessible and Usable Buildings and Facilities; International
Code Council; 2009 (ANSI). CORNELL UNIVERSITY SECTION 081113 Ithaca, New York HOLLOW METAL DOORS AND FRAMES Low Rise 9 081113 - 2 December 11, 2020 J. ITS (DIR) - Directory of Listed
Products; Intertek Testing Services NA, Inc.; current edition. K. NAAMM HMMA 830 - Hardware Selection for Hollow Metal Doors and Frames; 2002. L. NAAMM HMMA 831 - Hardware Locations
for Hollow Metal Doors and Frames; 2011. M. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames; 2007. N. NAAMM HMMA 850 - Fire-Protection
and Smoke Control Rated Hollow Metal Door and Frame Products; 2014. O. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2016. P. NFPA 252 - Standard Methods of Fire
Tests of Door Assemblies; 2012. Q. UL (DIR) - Online Certifications Directory; current listings at database.ul.com. R. UL 10B - Standard for Fire Tests of Door Assemblies; Current Edition,
Including All Revisions. S. UL 10C - Standard for Positive Pressure Fire Tests of Door Assemblies; Current Edition, Including All Revisions. 1.05 SUBMITTALS A. See Section 013300 -
Administrative Requirements, for submittal procedures. B. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage
and fastening methods, and finishes. C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and any indicated finish requirements. D. Manufacturer's
Certificate: Certification that products meet or exceed specified requirements. 1.06 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products
specified in this section with minimum three years documented experience. B. Copies of Documents at Project Site: Maintain at the project site a copy of each referenced document that
prescribes installation requirements. 1.07 DELIVERY, STORAGE, AND HANDLING A. Comply with NAAMM HMMA 840 or ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements. B. Protect
with resilient packaging; avoid humidity build-up under coverings; prevent corrosion and adverse effects on factory applied painted finish. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Hollow
Metal Doors and Frames: 1. Ceco Door, an Assa Abloy Group company: www.assaabloydss.com. 2. De La Fontaine Inc: www.delafontaine.com. CORNELL UNIVERSITY SECTION 081113 Ithaca, New
York HOLLOW METAL DOORS AND FRAMES Low Rise 9 081113 - 3 December 11, 2020 3. Republic Doors: www.republicdoor.com. 4. Steelcraft, an Allegion brand: www.allegion.com/us. 5. Technical
Glass Products: www.tgpamerica.com. 2.02 DESIGN CRITERIA A. Requirements for Hollow Metal Doors and Frames: 1. Steel used for fabrication of doors and frames shall comply with one
or more of the following requirements; Galvannealed steel conforming to ASTM A653/A653M, cold-rolled steel conforming to ASTM A1008/A1008M, or hotrolled pickled and oiled (HRPO) steel
conforming to ASTM A1011/A1011M, Commercial Steel (CS) Type B for each. 2. Accessibility: Comply with ICC A117.1 and ADA Standards. 3. Typical Door Face Sheets: Flush. 4. Glazed Lights:
Non-removable stops on non-secure side; sizes and configurations as indicated on drawings. Style: Manufacturers standard. 5. Hardware Preparations, Selections and Locations: Comply
with NAAMM HMMA 830 and NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements. B. Combined Requirements: If a particular door and
frame unit is indicated to comply with more than one type of requirement, comply with the specified requirements for each type; for instance, an exterior door that is also indicated
as being sound-rated must comply with the requirements specified for exterior doors and for sound-rated doors; where two requirements conflict, comply with the most stringent. 2.03
HOLLOW METAL DOORS A. Door Finish: Factory primed and field finished. B. Type D2, Fire-Rated Doors: 1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100). a. Level 2 - Heavy-duty.
b. Physical Performance Level B, 500,000 cycles; in accordance with ANSI/SDI A250.4. c. Model 1 - Full Flush. d. Door Face Metal Thickness: 18 gage, 0.042 inch, minimum. 2. Fire Rating:
As indicated on Door Schedule, tested in accordance with UL 10C and NFPA 252 ("positive pressure fire tests"). 3. Provide units listed and labeled by UL (DIR) or ITS (DIR). a. Attach
fire rating label to each fire rated unit. 4. Door Thickness: 1-3/4 inch, nominal. 2.04 HOLLOW METAL FRAMES A. Comply with standards and/or custom guidelines as indicated for corresponding
door in accordance with applicable door frame requirements. B. Door Frames, Fire-Rated: Full profile/continuously welded type. 1. Fire Rating: Same as door, labeled. 2. Frame Metal
Thickness: 16 gage, 0.053 inch, minimum. 3. Frame Finish: Factory primed and field finished. CORNELL UNIVERSITY SECTION 081113 Ithaca, New York HOLLOW METAL DOORS AND FRAMES Low Rise
9 081113 - 4 December 11, 2020 C. Borrowed Lites Glazing Frames: Construction and face dimensions to match door frames, and as indicated on drawings. 2.05 ACCESSORIES A. Glazing:
As specified in Section 088000, factory installed. B. Grout for Frames: Portland cement grout with maximum 4 inch slump for hand troweling; thinner pumpable grout is prohibited. C.
Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center mullion of pairs, and 2 on head of pairs without center mullions. D. Temporary Frame
Spreaders: Provide for factory- or shop-assembled frames. 2.06 FINISHES A. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard. B. Bituminous Coating:
Asphalt emulsion or other high-build, water-resistant, resilient coating. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that opening
sizes and tolerances are acceptable. C. Verify that finished walls are in plane to ensure proper door alignment. 3.02 PREPARATION A. Coat inside of frames to be installed in masonry
or to be grouted, with bituminous coating, prior to installation. 3.03 INSTALLATION A. Install doors and frames in accordance with manufacturer's instructions and related requirements
of specified door and frame standards or custom guidelines indicated. B. Install fire rated units in accordance with NFPA 80. C. Coordinate frame anchor placement with wall construction.
D. Grout frames in masonry construction, using hand trowel methods; brace frames so that pressure of grout before setting will not deform frames. E. Coordinate installation of hardware.
F. Coordinate installation of glazing. G. Coordinate installation of electrical connections to electrical hardware items. H. Touch up damaged factory finishes. 3.04 TOLERANCES A. Clearances
Between Door and Frame: Comply with related requirements of specified door and frame standards or custom guidelines indicated. B. Maximum Diagonal Distortion: 1/16 in measured with
straight edge, corner to corner. CORNELL UNIVERSITY SECTION 081113 Ithaca, New York HOLLOW METAL DOORS AND FRAMES Low Rise 9 081113 - 5 December 11, 2020 3.05 ADJUSTING A. Adjust for
smooth and balanced door movement. 3.06 SCHEDULE A. Refer to Door and Frame Schedule on the drawings. END OF SECTION 081113 CORNELL UNIVERSITY SECTION 081416 Ithaca, New York FLUSH
WOOD DOORS Low Rise 9 081416 - 1 December 11, 2020 SECTION 081416 FLUSH WOOD DOORS PART 1 GENERAL 1.01 SECTION INCLUDES A. Flush wood glazed doors; fire rated. 1.02 RELATED REQUIREMENTS
A. Section 081113 - Hollow Metal Doors and Frames. B. Section 087100 - Door Hardware. C. Section 088000 - Glazing. D. Section 099123 - Interior Painting: Field finishing of doors.
1.03 REFERENCE STANDARDS A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition. B. ANSI A135.4 - American National Standard for Basic Hardboard; 2012.
C. AWI (QCP) - Quality Certification Program; current edition at www.awiqcp.org. D. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014. E. ICC (IBC) - International Building
Code; 2015. F. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; National Fire Protection Association; 2016. G. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies;
National Fire Protection Association; 2012. H. UL 10B - Standard for Fire Tests of Door Assemblies; Current Edition, Including All Revisions. I. UL 10C - Standard for Positive Pressure
Fire Tests of Door Assemblies; Current Edition, Including All Revisions. J. UL 1784 - Standard for Air Leakage Tests of Door Assemblies and Other Opening Protectives; Current Edition,
Including All Revisions. K. WDMA I.S. 1A - Interior Architectural Wood Flush Doors; Window and Door Manufacturers Association; 2013. (ANSI/WDMA I.S. 1A) 1.04 SUBMITTALS A. See Section
013300 - Administrative Requirements, for submittal procedures. B. Product Data: Indicate door core materials and construction; veneer species, type and characteristics. C. Shop Drawings:
Show doors and frames, elevations, sizes, types, swings, undercuts, beveling, blocking for hardware, factory machining, factory finishing, cutouts for glazing and other details. D.
Specimen warranty. E. Samples: Submit two samples of door construction, 8 by 8 inch in size cut from top corner of door. CORNELL UNIVERSITY SECTION 081416 Ithaca, New York FLUSH WOOD
DOORS Low Rise 9 081416 - 2 December 11, 2020 F. Samples: Submit two samples of door veneer, 8 by 8 inch in size illustrating wood grain, stain color, and sheen. G. Manufacturer's
Installation Instructions: Indicate special installation instructions. H. Warranty, executed in Owner's name. 1.05 QUALITY ASSURANCE A. Maintain one copy of the specified door quality
standard on site for review during installation and finishing. B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum
three years of documented experience. 1. Company with at least one project in the past 5 years with value of woodwork within 20 percent of cost of woodwork for this Project. 2. Accredited
participant in the specified certification program prior to the commencement of fabrication and throughout the duration of the project. C. Installed Fire Rated Door and Transom Panel
Assembly: Conform to NFPA 80 for fire-rating as indicated. 1.06 DELIVERY, STORAGE, AND HANDLING A. Package, deliver and store doors in accordance with specified quality standard. B.
Accept doors on site in manufacturer's packaging. Inspect for damage. C. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp or wet areas;
or in areas where sunlight might bleach veneer. Seal top and bottom edges with tinted sealer if stored more than one week. Break seal on site to permit ventilation. 1.07 WARRANTY
A. See Section 017700 - Closeout Submittals, for additional warranty requirements. B. Interior Doors: Provide manufacturer's warranty for the life of the installation. C. Include coverage
for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Wood Veneer
Faced Doors: 1. Eggers Industries: www.eggersindustries.com. 2. Graham Wood Doors: www.grahamdoors.com. 3. Haley Brothers: www.haleybros.com. 4. Marshfield DoorSystems, Inc: www.marshfielddoors.
com. 2.02 DOORS AND PANELS A. Doors: See drawings for locations and additional requirements. 1. Quality Level: Premium Grade, Heavy Duty performance, in accordance with AWI/AWMAC/WI
(AWS). 2. Wood Veneer Faced Doors: 7-ply unless otherwise indicated. B. Interior Doors: 1-3/4 inches thick unless otherwise indicated; flush construction. CORNELL UNIVERSITY SECTION
081416 Ithaca, New York FLUSH WOOD DOORS Low Rise 9 081416 - 3 December 11, 2020 1. Provide solid core doors at each location. 2. Fire Rated Doors: Tested to 20 minutes in accordance
with UL 10C - Positive Pressure; Underwriters Laboratories Inc. (UL) or Intertek/Warnock Hersey (WHI) labeled without any visible seals when door is open. 3. Wood veneer facing with
factory transparent finish as indicated on drawings. 2.03 DOOR AND PANEL CORES A. Non-Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and faces as indicated.
B. Fire Rated Doors: Mineral core type, with fire resistant composite core (FD), plies and faces as indicated above; with core blocking as required to provide adequate anchorage of
hardware without through-bolting. 2.04 DOOR FACINGS A. Veneer Facing for Transparent Finish: White oak, veneer grade in accordance with quality standard indicated, plain sliced (flat
cut), with book match between leaves of veneer, balance match of spliced veneer leaves assembled on door or panel face. 2.05 ACCESSORIES A. Glazed Openings: 1. Fire-Protection-Rated
Glass: Safety Certification, 16 CFR 1201, Category II. 2. Glazing: Single vision units, 1/4 inch glass. 3. Tint: Clear. B. Glazing: As specified in Section 088000. C. Glazing Stops:
Wood with metal clips for rated doors, butted corners; prepared for countersink style tamper proof screws. D. Door Hardware: As specified in Section 087100. 2.06 DOOR CONSTRUCTION
A. Fabricate doors in accordance with door quality standard specified. B. Cores Constructed with stiles and rails: 1. Provide solid blocks at lock edge for hardware reinforcement.
C. Glazed Openings: Non-removable stops on non-secure side; sizes and configurations as indicated on drawings. D. Factory machine doors for hardware other than surface-mounted hardware,
in accordance with hardware requirements and dimensions. E. Factory fit doors for frame opening dimensions identified on shop drawings, with edge clearances in accordance with specified
quality standard. F. Provide edge clearances in accordance with the quality standard specified. 2.07 FACTORY FINISHING - WOOD VENEER DOORS A. Finish work in accordance with AWI/AWMAC/WI
(AWS), Section 5 - Finishing for grade specified and as follows: 1. Transparent: a. System - 11, Polyurethane, Catalyzed. CORNELL UNIVERSITY SECTION 081416 Ithaca, New York FLUSH WOOD
DOORS Low Rise 9 081416 - 4 December 11, 2020 b. Stain: As selected by Architect. c. Sheen: Satin. B. Factory finish doors in accordance with approved sample. PART 3 EXECUTION 3.01
EXAMINATION A. Verify existing conditions before starting work. B. Verify that opening sizes and tolerances are acceptable. C. Do not install doors in frame openings that are not plumb
or are out-of-tolerance for size or alignment. 3.02 INSTALLATION A. Install doors in accordance with manufacturer's instructions and specified quality standard. 1. Install fire-rated
doors in accordance with NFPA 80 requirements. B. Factory-Finished Doors: Do not field cut or trim; if fit or clearance is not correct, replace door. C. Use machine tools to cut or
drill for hardware. D. Coordinate installation of doors with installation of frames and hardware. E. Coordinate installation of glazing. 3.03 TOLERANCES A. Conform to specified quality
standard for fit and clearance tolerances. B. Conform to specified quality standard for telegraphing, warp, and squareness. 3.04 ADJUSTING A. Adjust doors for smooth and balanced door
movement. B. Adjust closers for full closure. 3.05 SCHEDULE A. Refer to Door and Frame Schedule appended to architectural drawings.. END OF SECTION 081416 CORNELL UNIVERSITY SECTION
087100 Ithaca, New York DOOR HARDWARE Low Rise 9 087100 - 1 December 11, 2020 SECTION 087100 DOOR HARDWARE PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions
of the Contract, including General Requirements, apply to work of this section. 1.02 SCOPE A. Finish hardware supplier shall furnish and install: 1. All finish door hardware as indicated
and/or herein specified. 2. Hardware schedule and templates. 3. Shop drawings. 1.03 QUALITY ASSURANCE A. Single Source Responsibility: Obtain each type of hardware from single manufacturer.
B. Supplier: Recognized architectural door hardware supplier, with warehousing facilities in Project’s vicinity, that has record of successful in-service performance for supplying door
hardware similar in quantity, type, and quality to that indicated for this Project; that employs experienced architectural hardware consultant who is available for consultation during
course of project, and will meet with Owner to confirm keying requirements and obtain final instructions. C. Installer: Use only experienced tradesmen assigned to install hardware.
1.04 CERTIFICATION REQUIREMENTS A. All hardware provided for fire-rated openings shall be certified compliant with NFPA 80 and local building codes. B. All locksets shall be certified
compliant with the Americans with Disabilities Act (ADA) and the Uniform Federal Accessibility Standards (UFAS), and with applicable standards published by American National Standards
Institute (ANSI) and Underwriters Laboratories (UL). 1.05 HARDWARE SCHEDULE A. Architect's drawings and specifications indicate intent and scope. Hardware subcontractor shall be responsible
for material and item coordination for each door. B. Hardware schedule shall be submitted as follows: Master list of items indicating hardware item number, description and manufacturer's
reference, printed sheets complete in same manner as Architect's indicating each door and item of hardware to be applied to door. 1.06 KEYING AND KEY CONTROL A. Cores and keys will
be provided by Cornell Lock Shop and ordered directly by a Cornell representative. 1.07 FINISH SYMBOLS A. Finish symbols refer to ANSI/BHMA Finish Numbers. CORNELL UNIVERSITY SECTION
087100 Ithaca, New York DOOR HARDWARE Low Rise 9 087100 - 2 December 11, 2020 1.08 SHOP DRAWINGS AND PRODUCT DATA A. Submit shop drawings and product data in accordance with General
Requirements. B. Indicate locations and mounting heights of each type of hardware. C. Supply templates to door and frame manufacturers to enable proper and accurate sizing and locations
of cutouts for hardware. D. Location of Hardware 1. Door knobs centered 38" above finished floor. 2. Upper edge of top hinge 5" below head of frame. 3. Lower edge of bottom hinge 10"
above finished floor. 4. Space center hinges equal distances between top and bottom hinge. 5. Push plates centered 40" above floor. 6. Cylinder deadlocks centered 48" above floor. 7.
Push bars centered 41" above floor. 8. Install all temporary hardware as required for security. 1.09 OPERATION AND MAINTENANCE DATA A. Comply with requirements of General Requirements
Sections in Division 01 including submission of operating and maintenance instructions. B. Furnish three (3) complete sets of specialized tools for Owner’s continued adjustment, maintenance,
and removal and replacement of door hardware. 1.10 PROJECT/SITE CONDITIONS A. Package and tag each item separately with identification related to final hardware schedule, and include
installation instructions with each item or package. B. Provide secure lock-up for hardware delivered to Project but not yet installed. Control handling and installation of hardware
items that are not immediately replaceable so that completion of project will not be delayed by hardware losses before or after installation. PART 2 - PRODUCTS 2.01 HARDWARE FUNCTION
AND ACCEPTABLE MANUFACTURERS A. Manufacturer's names and catalog numbers are used for reference and to establish the type and quality of materials. Materials of other manufacturers
which are equal in opinion of Architect may be substituted by obtaining prior approval in writing. B. Butt hinges on exterior doors shall have non-removable pins. 2.02 HARDWARE MATERIALS
A. Hinges: McKinney, Stanley and Select. Equal products by Hager, or Roton. B. Locksets: Sargent. C. Cylinders: Sargent. D. Exit Devices: Sargent, VonDuprin, Arrow. E. Closers:
Sargent, LCN, Rixson, Norton. F. Silencers: Glynn-Johnson CORNELL UNIVERSITY SECTION 087100 Ithaca, New York DOOR HARDWARE Low Rise 9 087100 - 3 December 11, 2020 G. Trim & Miscellaneous:
Burns, Glynn-Johnson, Hager, Ives, National Guard, Pemko, Reese, Rixson-Firemark, Rockwood, Select, Stanley, VonDuprin, Door Controls International (DCI). H. Sample of each different
type shall be submitted for written approval of Architect before delivery. Approved samples can be used on project. PART 3 - EXECUTION 3.01 INSTALLATION A. Install hardware in accordance
with manufacturer's recommendations, using proper templates. B. Installer shall examine conditions under which door hardware is to be installed and notify Contractor in writing of any
conditions detrimental to proper and timely completion of installation. Do not proceed with installation until unsatisfactory conditions have been corrected in manner acceptable to
installer. C. Paint primed hardware to match frames. D. Set thresholds in sealant. 3.02 ADJUSTING AND CLEANING A. Adjust and check each operating item of hardware to ensure proper operation
or function. Replace units that cannot be adjusted to operate freely and smoothly or as intended for application made. B. Clean adjacent surfaces soiled by hardware installation. 3.03
SITE SECURITY A. Contractor shall be responsible for losses which can be attributed to unsecured openings. 3.04 HARDWARE A. Refer to hardware schedule on drawings. END OF SECTION 087100
CORNELL UNIVERSITY SECTION 088000 Ithaca, New York GLAZING Low Rise 9 088000 - 1 December 11, 2020 SECTION 088000 GLAZING PART 1 GENERAL 1.01 SECTION INCLUDES A. Glazing units. B.
Glazing compounds and accessories. 1.02 RELATED REQUIREMENTS A. Section 079200 - Joint Sealants: Sealants for other than glazing purposes. B. Section 081113 - Hollow Metal Doors and
Frames: Glazed lites in doors and borrowed lites. 1.03 REFERENCE STANDARDS A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition. B. ANSI Z97.1 - American
National Standard for Safety Glazing Materials Used in Buildings, Safety Performance Specifications and Methods of Test; 2010. C. ASTM C1036 - Standard Specification for Flat Glass;
2011e1. D. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials; 2015. E. NYSBC (NYSBC) – New York State Building Code; 2020. F. NFPA 252 - Standard
Methods of Fire Tests of Door Assemblies; 2012. G. NFPA 257 - Standard on Fire Test for Window and Glass Block Assemblies; 2012. H. UL 9 - Standard for Fire Tests of Window Assemblies;
Current Edition, Including All Revisions. I. UL 10B - Standard for Fire Tests of Door Assemblies; Current Edition, Including All Revisions. J. UL 10C - Standard for Positive Pressure
Fire Tests of Door Assemblies; Current Edition, Including All Revisions. K. UL 263 - Standard for Fire Tests of Building Construction and Materials; Current Edition, Including All Revisions.
1.04 SUBMITTALS A. Product Data on Glazing Unit Glazing Types: Provide structural, physical and environmental characteristics, size limitations, special handling and installation requirements.
B. Product Data on Glazing Compounds and Accessories: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available
colors. C. Manufacturer's Certificate: Certify that glass and glazing products meets or exceeds specified requirements. D. Warranty Documentation: Submit manufacturer warranty and
ensure that forms have been completed in Owner's name and registered with manufacturer. CORNELL UNIVERSITY SECTION 088000 Ithaca, New York GLAZING Low Rise 9 088000 - 2 December 11,
2020 1.05 FIELD CONDITIONS A. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds. 1.06 WARRANTY A. See Section 017800 - Closeout
Submittals, for additional warranty requirements. B. C. Laminated Glass: Provide a five (5) year manufacturer warranty to include coverage for delamination, including replacement of
failed units. PART 2 PRODUCTS 2.01 MANUFACTURERS 2.02 GLASS MATERIALS A. Float Glass: Provide float glass based glazing unless noted otherwise. 1. Impact Resistant Safety Glass:
Complies with ANSI Z97.1 and 16 CFR 1201 criteria; Class B/Category I. 2.03 GLAZING UNITS A. Type G-1 - Fire-Resistance-Rated Glazing: Type, thickness, and configuration as required
to achieve indicated ratings. 1. Applications: a. Glazed lites in fire doors. b. Sidelights, borrowed lites, and other glazed openings in partitions indicated as having an hourly fire
rating. 2. Labeling: Provide permanent label on fire-rated glazing in compliance with ICC (IBC) and authorities having jurisdiction. 3. Provide products listed by Underwriters Laboratories
or Intertek Warnock Hersey. 4. Safety Glazing Certification: 16 CFR 1201 Category II. 5. Fire-Resistance-Rating Period: 20 minutes. 6. Markings for Fire-Rated Glazing Assemblies:
a. "W" - meets wall assembly criteria of ASTM E119 or UL 263 fire test standards. b. "OH" - meets fire window assembly criteria including the hose stream test of NFPA 257 or UL 9 fire
test standards. c. "D" - meets fire door assembly criteria of NFPA 252, UL 10B, or UL 10C fire test standards. d. "H" - meets fire door assembly "Hose Stream" test of NFPA 252, UL 10B,
or UL 10C fire test standards. e. "NH" - does not meet the hose stream test requirements of tests. f. "T" - meets 450 degrees F temperature rise criteria for 30 minutes of NFPA 252,
UL 10B, or UL 10C fire test standards. g. "NT" - does not meet the temperature requirements of tests. C. Type G-2 - Fire-Protection-Rated Glazing: Type, thickness, and configuration
as required to achieve indicated ratings. 1. Applications: CORNELL UNIVERSITY SECTION 088000 Ithaca, New York GLAZING Low Rise 9 088000 - 3 December 11, 2020 a. Glazed lites in fire
doors. b. Sidelights, borrowed lites, and other glazed openings in partitions indicated as having an hourly fire rating. 2. Labeling: Provide permanent label on fire-rated glazing
in compliance with ICC (IBC) and authorities having jurisdiction. 3. Provide products listed by Underwriters Laboratories or Intertek Warnock Hersey. 4. Safety Glazing Certification:
16 CFR 1201 Category II. 5. Glazing Method: As required for fire rating. 6. Fire-Protection-Rating Period: 90 minutes. 7. Markings for Fire-Rated Glazing Assemblies: a. "W" - meets
wall assembly criteria of ASTM E119 or UL 263 fire test standards. b. "OH" - meets fire window assembly criteria including the hose stream test of NFPA 257 or UL 9 fire test standards.
c. "D" - meets fire door assembly criteria of NFPA 252, UL 10B, or UL 10C fire test standards. d. "H" - meets fire door assembly "Hose Stream" test of NFPA 252, UL 10B, or UL 10C fire
test standards. e. "NH" - does not meet the hose stream test requirements of tests. f. "T" - meets 450 degrees F temperature rise criteria for 30 minutes of NFPA 252, UL 10B, or UL
10C fire test standards. g. "NT" - does not meet the temperature requirements of tests. 8. "T" Marked Products: Where D-H-T-90 or D-H-T-60 fire-protection-rated glazing marking is
indicated, provide one of the following products: a. Technical Glass Products; Pilkington Pyrostop: www.fireglass.com. 2.04 PLASTIC FILMS A. Plastic Film: Mylar type. 1. Application:
Locations indicated on the drawings. 2. Tint: white. 3. Acceptable Products: a. 3M Window Film: www.3m.com/US/arch_construct/scpd/windowfilm. 2.05 GLAZING COMPOUNDS A. Manufacturers:
1. GIBSON-HOMANS' SHURSTIK NO. 1345 2. W.R. MEADOWS' EASYPLY 3. UGL'S ACRYLIC LATEX CAULK B. Type GC-1 Glazing Material: Acrylic-Latex Glazing Sealant; modified latex rubber and acrylic
emulsion-polymer; compounded specifically as a glazing sealant with permanent flexibility (non-hardening), non-staining and non-bleeding. 2.06 ACCESSORIES A. Setting Blocks: Neoprene,
70-90 durometer hardness, with proven compatibility with sealants used. CORNELL UNIVERSITY SECTION 088000 Ithaca, New York GLAZING Low Rise 9 088000 - 4 December 11, 2020 B. Spacers:
Neoprene, 40-50 durometer hardness, with proven compatibility with glazing materials used. C. Compressible Filler Rod: Closed-cell or waterproof-jacketed rod stock of synthetic rubber
or plastic foam, proven to be compatible with glazing materials used, flexible and resilient, with 5-10 psi compression strength for 25 percent deflection. D. Cleaners, Primers and
Sealers: Type recommended by glazing material manufacturer. E. Glazing Clips: Manufacturer's standard type. PART 3 EXECUTION 3.01 VERIFICATION OF CONDITIONS A. Verify that openings
for glazing are correctly sized and within tolerances, including those for size, squareness, and offsets at corners. B. Verify that surfaces of glazing channels or recesses are clean,
free of obstructions that may impede moisture movement, weeps are clear, and support framing is ready to receive glazing system. C. Verify that sealing between joints of glass framing
members has been completed effectively. D. Proceed with glazing system installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Clean contact surfaces
with appropriate solvent and wipe dry within maximum of 24 hours before glazing. Remove coatings that are not tightly bonded to substrates. B. Seal porous glazing channels or recesses
with substrate compatible primer or sealer. C. Prime surfaces scheduled to receive sealant where required for proper sealant adhesion. 3.03 INSTALLATION, GENERAL A. Install glazing
in compliance with written instructions of glass, gaskets, and other glazing material manufacturers, unless more stringent requirements are indicated, including those in glazing referenced
standards. B. Do not exceed edge pressures around perimeter of glass lites as stipulated by glass manufacturer. C. Set glass lites of system with uniform pattern, draw, bow, and similar
characteristics. 3.04 INSTALLATION - DRY GLAZING METHOD (GASKET GLAZING) A. Application - Exterior and/or Interior Glazed: Set glazing infills from either the exterior or the interior
of the building. B. Place setting blocks at 1/4 points with edge block no more than 6 inch from corners. C. Rest glazing on setting blocks and push against fixed stop with sufficient
pressure on gasket to attain full contact. D. Install removable stops without displacing glazing gasket; exert pressure for full continuous contact. CORNELL UNIVERSITY SECTION 088000
Ithaca, New York GLAZING Low Rise 9 088000 - 5 December 11, 2020 3.05 INSTALLATION - DRY GLAZING METHOD (TAPE AND TAPE) A. Application - Interior Glazed: Set glazing infills from the
interior of the building. B. Cut glazing tape to length and set against permanent stops, projecting 1/16 inch above sight line. C. Place setting blocks at 1/4 points with edge block
no more than 6 inch from corners. D. Rest glazing on setting blocks and push against tape for full contact at perimeter of pane or unit. E. Place glazing tape on free perimeter of glazing
in same manner described above. F. Install removable stop without displacement of tape. Exert pressure on tape for full continuous contact. G. Carefully trim protruding tape with knife.
3.06 INSTALLATION - WET GLAZING METHOD (COMPOUND AND COMPOUND) A. Application - Exterior Glazed: Set glazing infills from the interior of the building. B. Install glazing resting on
setting blocks. Install applied stop and center pane by use of spacer shims at 24 inch centers, kept 1/4 inch below sight line. C. Locate and secure glazing pane using glazers' clips.
D. Fill gaps between glazing and stops with glazing compound until flush with sight line. Tool surface to straight line. 3.07 INSTALLATION - PLASTIC FILM A. Install plastic film with
adhesive, applied in accordance with film manufacturer's instructions. B. Place without air bubbles, creases or visible distortion. C. Install film tight to perimeter of glass and carefully
trim film with razor sharp knife. Provide 1/16 inch to 1/8 inch gap at perimeter of glazed panel unless otherwise required. Do not score the glass. 3.08 FIELD QUALITY CONTROL A. Glass
and Glazing product manufacturers to provide field surveillance of the installation of their products. B. Monitor and report installation procedures and unacceptable conditions. 3.09
CLEANING A. Remove excess glazing materials from finish surfaces immediately after application using solvents or cleaners recommended by manufacturers. B. Remove non-permanent labels
immediately after glazing installation is complete. C. Clean glass and adjacent surfaces after sealants are fully cured. D. Clean glass on both exposed surfaces not more than 4 days
prior to Date of Substantial Completion in accordance with glass manufacturer's written recommendations. 3.10 PROTECTION A. After installation, mark pane with an 'X' by using removable
plastic tape or paste. CORNELL UNIVERSITY SECTION 088000 Ithaca, New York GLAZING Low Rise 9 088000 - 6 December 11, 2020 B. Remove and replace glass that is damaged during construction
period prior to Date of Substantial Completion. END OF SECTION 088000 CORNELL UNIVERSITY SECTION 092116 Ithaca, New York GYPSUM BOARD ASSEMBLIES Low Rise 9 092116 - 1 December 11, 2020
SECTION 092116 GYPSUM BOARD ASSEMBLIES PART 1 GENERAL 1.01 SECTION INCLUDES A. Performance criteria for gypsum board assemblies. B. Metal stud wall framing. C. Gypsum wallboard. D.
Joint treatment and accessories. 1.02 REFERENCE STANDARDS A. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2015. B. ASTM C557
- Standard Specification for Adhesives for Fastening Gypsum Wallboard to Wood Framing; 2003 (Reapproved 2009)e1. C. ASTM C645 - Standard Specification for Nonstructural Steel Framing
Members; 2014. D. ASTM C754 - Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products; 2015. E. ASTM C840 - Standard Specification
for Application and Finishing of Gypsum Board; 2013. F. ASTM C954 - Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases
to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness; 2015. G. ASTM C1002 - Standard Specification for Steel Self-Piercing Tapping Screws for Application of Gypsum
Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2014. H. ASTM C1047 - Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base; 2014a.
I. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2014. J. GA-216 - Application and Finishing of Gypsum Board; Gypsum Association; 2013. 1.03 SUBMITTALS A. See Section
013300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on metal framing, gypsum board, accessories, and joint finishing system. PART 2 PRODUCTS
2.01 GYPSUM BOARD ASSEMBLIES A. Provide completed assemblies complying with ASTM C840 and GA-216. 2.02 METAL FRAMING MATERIALS A. Non-Loadbearing Framing System Components: ASTM C645;
galvanized sheet steel, of size and properties necessary to comply with ASTM C754 for the spacing indicated, with maximum deflection of wall framing of L/240 at 5 psf. CORNELL UNIVERSITY
SECTION 092116 Ithaca, New York GYPSUM BOARD ASSEMBLIES Low Rise 9 092116 - 2 December 11, 2020 1. Studs: "C" shaped with flat or formed webs with knurled faces. 2. Runners: U shaped,
sized to match studs. 2.03 BOARD MATERIALS A. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C1396/C1396M; sizes to minimize joints in place; ends square cut. 1. Application:
Use for vertical surfaces, unless otherwise indicated. 2. Thickness: a. Vertical Surfaces: 5/8 inch. 2.04 ACCESSORIES A. Beads, Joint Accessories, and Other Trim: ASTM C1047, rigid
plastic, unless noted otherwise. B. Joint Materials: ASTM C475 and as recommended by gypsum board manufacturer for project conditions. C. Screws for Fastening of Gypsum Panel Products
to Cold-Formed Steel Studs Less than 0.033 inch in Thickness and Wood Members: ASTM C1002; self-piercing tapping screws, corrosion resistant. D. Screws for Fastening of Gypsum Panel
Products to Steel Members from 0.033 to 0.112 inch in Thickness: ASTM C954; steel drill screws, corrosion resistant. E. Adhesive for Attachment to concrete masonry units.: PART 3
EXECUTION 3.01 EXAMINATION A. Verify that project conditions are appropriate for work of this section to commence. 3.02 FRAMING INSTALLATION A. Metal Framing: Install in accordance
with ASTM C754 and manufacturer's instructions. B. Studs: Space studs at 16 inches on center. 1. Extend partition framing to structure where indicated and to ceiling in other locations.
2. Partitions Terminating at Ceiling: Attach ceiling runner securely to ceiling framing in accordance with details. C. Openings: Reinforce openings as required for weight of doors
or operable panels, using not less than double studs at jambs. 3.03 BOARD INSTALLATION A. Comply with ASTM C 840, GA-216, and manufacturer's instructions. Install to minimize butt
end joints, especially in highly visible locations. B. Single-Layer Non-Rated: Install gypsum board in most economical direction, with ends and edges occurring over firm bearing. 1.
Exception: Tapered edges to receive joint treatment at right angles to framing. C. Installation on Metal Framing: Use screws for attachment of gypsum board. CORNELL UNIVERSITY SECTION
092116 Ithaca, New York GYPSUM BOARD ASSEMBLIES Low Rise 9 092116 - 3 December 11, 2020 3.04 INSTALLATION OF TRIM AND ACCESSORIES A. Corner Beads: Install at external corners, using
longest practical lengths. B. Edge Trim: Install at locations where gypsum board abuts dissimilar materials. 3.05 JOINT TREATMENT A. Finish gypsum board in accordance with levels
defined in ASTM C840, as follows: 1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise indicated. B. Tape, fill, and sand exposed joints, edges,
and corners to produce smooth surface ready to receive finishes. 1. Feather coats of joint compound so that camber is maximum 1/32 inch. 3.06 TOLERANCES A. Maximum Variation of Finished
Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet in any direction. END OF SECTION 092116 CORNELL UNIVERSITY SECTION 099123 Ithaca, New York INTERIOR PAINTING Low Rise 9
099123 - 1 December 11, 2020 SECTION 099123 INTERIOR PAINTING PART 1 GENERAL 1.01 SECTION INCLUDES A. Surface preparation. B. Field application of paints, stains, and varnishes. C.
Scope: Finish interior surfaces exposed to view, unless noted otherwise. D. Do Not Paint or Finish the Following Items: 1. Items factory-finished unless otherwise indicated; materials
and products having factory-applied primers are not considered factory finished. 2. Items indicated to receive other finishes. 3. Items indicated to remain unfinished. 4. Fire rating
labels, equipment serial number and capacity labels, bar code labels, and operating parts of equipment. 5. Stainless steel, anodized aluminum, bronze, terne coated stainless steel,
and lead items. 6. Marble, granite, slate, and other natural stones. 7. Floors, unless specifically indicated. 8. Ceramic and other tiles. 9. Brick, architectural concrete, cast stone,
integrally colored plaster and stucco. 10. Glass. 11. Acoustical materials, unless specifically indicated. 12. Concealed pipes, ducts, and conduits. 1.02 REFERENCE STANDARDS A. 40 CFR
59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition. B. ASTM D16 - Standard Terminology
for Paint, Related Coatings, Materials, and Applications; 2014. 1.03 SUBMITTALS A. All submittals shall be in accordance with the requirements of Section 01 33 00 - Submittals. B. Product
Data: Provide complete list of products to be used, with the following information for each: 1. Manufacturer's name, product name and/or catalog number, and general product category
(e.g. "alkyd enamel"). 2. MPI product number (e.g. MPI #47). 3. Cross-reference to specified paint system(s) product is to be used in; include description of each system. C. Submit
two sets of Material Safety Data Sheets (MSDS) prior to commencement of work for review and for posting at job site as required. CORNELL UNIVERSITY SECTION 099123 Ithaca, New York INTERIOR
PAINTING Low Rise 9 099123 - 2 December 11, 2020 D. If requested, submit work schedule for various stages of work when painting occupied areas for the Design Consultant’s review and
Owner’s approval. E. At project completion provide an itemized list complete with manufacturer, paint type and color coding for all colors used for Owner’s later use in maintenance.
F. At project completion provide properly packaged maintenance materials as noted herein and obtain a signed receipt. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company
specializing in manufacturing the products specified, with minimum three years documented experience. B. This Contractor shall have a minimum of five (5) years proven satisfactory experience
and shall show proof before commencement of work that he will maintain a qualified crew of painters throughout the duration of the work. When requested, Contractor shall provide a
list of the last three comparable jobs including, name and location, specifying authority / project manager, start / completion dates and value of the painting work. C. Only qualified
journeypersons, as defined by local jurisdiction shall be engaged in painting and decorating work. Apprentices may be employed provided they work under the direct supervision of a
qualified journeyperson in accordance with trade regulations. D. All materials, preparation and workmanship shall conform to requirements of the latest edition of the Architectural
Painting Specification Manual by the Master Painters Institute (MPI) (hereafter referred to as the MPI Painting Manual) as issued by the local MPI Accredited Quality Assurance Association
having jurisdiction. E. All paint manufacturers and products used shall be as listed under the Approved Product List section of the MPI Painting Manual. 1.05 REGULATORY REQUIREMENTS
A. Conform to the latest edition of Industrial Health and Safety Regulations issued by applicable authorities having jurisdiction in regard to site safety (ladders, scaffolding, ventilation,
etc.). B. Conform to requirements of local authorities having jurisdiction in regard to the storage, mixing, application and disposal of all paint and related waste materials. Refer
to Waste Management and Disposal. C. Fully cooperate at all times with the requirements of the Owner in the performance of their duties, including providing access and assistance as
required to complete inspection work. 1.06 MOCK-UP A. When requested by Cornell University, provide duplicate minimum 12” square samples of surfaces or acceptable facsimiles requested
painted with specified paint or coating in colors, gloss / sheen and textures required to MPI Painting Manual standards for review and approval. When approved, samples shall become
acceptable standard of quality for appropriate on-site surface with one of each sample retained on-site. B. When requested by the Cornell University, prepare and paint designated surface,
area, room or item (in each color scheme) to requirements specified herein, with specified CORNELL UNIVERSITY SECTION 099123 Ithaca, New York INTERIOR PAINTING Low Rise 9 099123 - 3
December 11, 2020 paint or coating showing selected colors, gloss / sheen, textures and workmanship to MPI Painting Manual standards for review and approval. When approved, surface,
area, room and/or items shall become acceptable standard of finish quality and workmanship for similar on-site work. 1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver all painting materials
in sealed, original labeled containers bearing manufacturer’s name, brand name, type of paint or coating and color designation, standard compliance, materials content as well as mixing
and/or reducing and application requirements. B. Store all paint materials in original labeled containers in a secure (lockable), dry, heated and well ventilated single designated area
meeting the minimum requirements of both paint manufacturer and authorities having jurisdiction and at a minimum ambient temperature of 45° F (7° C). Only material used on this project
to be stored on site. C. Where toxic and/or volatile / explosive / flammable materials are being used, provide adequate fireproof storage lockers and take all necessary precautions
and post adequate warnings (e.g. no smoking) as required. D. Take all necessary precautionary and safety measures to prevent fire hazards and spontaneous combustion and to protect the
environment from hazard spills. Materials that constitute a fire hazard (paints, solvents, drop clothes, etc.) shall be stored in suitable closed and rated containers and removed from
the site on a daily basis. E. Comply with requirements of authorities having jurisdiction, in regard to the use, handling, storage and disposal of hazardous materials. 1.08 SCHEDULING
A. Schedule painting operations to prevent disruption of and by other trades. B. Schedule painting operations in occupied facilities to prevent disruption of occupants in and about
the building. Painting shall be carried out after facility working hours in accordance with Owner’s operating requirements. Schedule work such that painted surfaces will have dried
before occupants are affected. Obtain written authorization from Consultant / Owner for changes in work schedule. 1.09 FIELD CONDITIONS A. Do not apply materials when relative humidity
exceeds 85 percent; at temperatures less than 5 degrees F above the dew point; or to damp or wet surfaces. B. Minimum Application Temperature for Varnish Finishes: 65 degrees F for
interior, unless required otherwise by manufacturer's instructions. C. UNLESS specifically pre-approved by the specifying body, Paint Inspection Agency and the applied product manufacturer,
perform no painting or decorating work when the ambient air and substrate temperatures are below 50° F (10° C) for interior work. D. Perform no exterior painting work unless environmental
conditions are within MPI and paint manufacturer’s requirements or until adequate weather protection is provided. Where required, suitable weatherproof covering and sufficient heating
facilities shall be in place to maintain minimum ambient air and substrate temperatures for 24 hours before, during and after paint application. CORNELL UNIVERSITY SECTION 099123 Ithaca,
New York INTERIOR PAINTING Low Rise 9 099123 - 4 December 11, 2020 E. Perform no interior painting or decorating work unless adequate continuous ventilation and sufficient heating facilities
are in place to maintain ambient air and substrate temperatures above minimum requirements for 24 hours before, during and after paint application. Provide supplemental ventilating
and heating equipment if ventilation and heating from existing system is inadequate to meet minimum requirements. F. Perform no painting work when the maximum moisture content of the
substrate exceeds: 1. 12 % for concrete and masonry (clay and concrete brick/block). 2. 15% for wood. 3. 12 % for plaster and gypsum board. G. Conduct all moisture tests using a properly
calibrated electronic Moisture Meter, except test concrete floors for moisture using a simple cover patch test. H. Test concrete, masonry and plaster surfaces for alkalinity as required.
I. Apply paint only to dry, clean, properly cured and adequately prepared surfaces in areas where dust is no longer generated by construction activities such that airborne particles
will not affect the quality of finished surfaces. J. Perform no painting or decorating work unless a minimum lighting level of 30 foot candles is provided on surfaces to be painted
or decorated. Adequate lighting facilities shall be provided by the General Contractor. 1.10 WASTER MANAGEMENT AND DISPOSAL A. Paint, stain and wood preservative finishes and related
materials (thinners, solvents, etc.) are regarded as hazardous products and are subject to regulations for disposal. Obtain information on these controls from applicable State and
Local government departments having jurisdiction. B. All waste materials shall be separated and recycled. Where paint recycling is available, collect waste paint by type and provide
for delivery to recycling or collection facility. Materials that cannot be reused must be treated as hazardous waste and disposed of in an appropriate manner. C. Place materials defined
as hazardous or toxic waste, including used sealant and adhesive tubes and containers, in containers or areas designated for hazardous waste. D. To reduce the amount of contaminants
entering waterways, sanitary/storm drain systems or into the ground the following procedures shall be strictly adhered to: 1. Retain cleaning water for water-based materials to allow
sediments to be filtered out. In no case shall equipment be cleaned using free draining water. 2. Retain cleaners, thinners, solvents and excess paint and place in designated containers
and ensure proper disposal. 3. Return solvent and oil soaked rags used during painting operations for contaminant recovery, proper disposal, or appropriate cleaning and laundering.
4. Dispose of contaminants in an approved legal manner in accordance with hazardous waste regulations. 5. Empty paint cans are to be dry prior to disposal or recycling (where available).
CORNELL UNIVERSITY SECTION 099123 Ithaca, New York INTERIOR PAINTING Low Rise 9 099123 - 5 December 11, 2020 6. Close and seal tightly partly used cans of materials including sealant
and adhesive containers and store protected in well ventilated fire-safe area at moderate temperature. E. Set aside and protect surplus and uncontaminated finish materials not required
by the Owner and deliver or arrange collection for verifiable re-use or re-manufacturing. PART 2 PRODUCTS 2.01 MATERIALS A. Only materials (primers, paints, coatings, varnishes, stains,
lacquers, fillers, etc.) listed in the latest edition of the MPI Approved Product List (APL) are acceptable for use on this project. All such material shall be from a single manufacturer
for each system used. 1. Refer to Interior Finish System Schedule at the end of this specification section. B. Other materials such as linseed oil, shellac, thinners, solvents, etc.
shall be the highest quality product of an MPI listed manufacturer and shall be compatible with paint materials being used as required. C. All materials used shall be lead and mercury
free and shall have low VOC content where possible. D. Where required, use only materials having a minimum MPI “Environmentally Friendly” E1 and E2 rating based on VOC (EPA Method 24)
content levels. 1. Where indoor air quality (odour) is an issue, use only MPI listed materials having a minimum E2 rating. E. All paint materials shall have good flowing and brushing
properties and shall dry or cure free of blemishes, sags, air entrapment, etc., Field Quality Control / Standard of Acceptance requirements F. Where required, paints and coatings shall
meet flame spread and smoke developed ratings designated by local Code requirements and/or authorities having jurisdiction. G. Slip Resistant Additive (SRA): rubber aggregate, clean/washed
silica sand or ground walnut chips (interior dry areas only) for use with or as a component part of paint (usually floor / porch / stair enamel) on horizontal surfaces as required to
provide slip resistance. Where site applied, material to either mixed into paint (and mixed constantly to keep material in suspension) or broadcast into first or prime coat as required.
2.02 EQUIPMENT A. Painting and Decorating Equipment: to best trade standards for type of product and application. B. Spray Painting Equipment: of ample capacity, suited to the type
and consistency of paint or coating being applied and kept clean and in good working order at all times. 2.03 MIXING AND TINTING A. Unless otherwise specified herein or pre-approved,
all paint shall be ready-mixed and pre-tinted. Re-mix all paint in containers prior to and during application to ensure break-up of lumps, complete dispersion of settled pigment, and
color and gloss uniformity. CORNELL UNIVERSITY SECTION 099123 Ithaca, New York INTERIOR PAINTING Low Rise 9 099123 - 6 December 11, 2020 B. Paste, powder or catalyzed paint mixes shall
be mixed in strict accordance with manufacturer's written instructions. C. Where thinner is used, addition shall not exceed paint manufacturer's recommendations. Do not use kerosene
or any such organic solvents to thin water-based paints. D. If required, thin paint for spraying according in strict accordance with paint manufacturer's instructions. If directions
are not on container, obtain instructions in writing from manufacturer and provide copy of instructions to Consultant. 2.04 FINISH AND COLORS A. Unless otherwise specified herein, all
painting work shall be in accordance with MPI Custom Grade finish requirements. B. Colors shall be as selected by the Owner from a manufacturer’s full range of colors. A Finish Schedule
will be furnished after award of the Contract. C. Interior colors will be based on three (3) base colors and three (3) accent colors with a maximum of one (1) deep or bright color.
No more than three (3) colors will be selected for the entire project and no more than three (3) colors will be selected in each area. D. Interior colors and/or patterns shall be consistent
with two (2) separate schemes prepared. E. Unless otherwise noted or scheduled, walls shall be painted the same color within a given area. F. Ceilings (except those having a spray
textured coating) shall be painted white unless otherwise noted. G. Corridors shall be painted the same color on all floors with two (2) separate two (2) color schemes prepared for
doors and trim. H. Designated rooms / spaces shall be painted using different colors or more than one color than typical rooms in accordance with Finish Schedule requirements with a
minimum of two (2) colors required. I. Except as noted herein or indicated on the Finish Schedule, interior walls and ceiling surfaces shall be painted in accordance with the following
criteria over appropriate prime / sealer coat: 1. all areas (except as noted): washable latex with G3 (eggshell) finish. 2. Bathrooms: washable latex with G5 (semi-gloss) finish.
J. Doors shall be painted a different color than door frames and trim with walls a different color than either. Unless otherwise noted or scheduled all doors, frames and trim shall
be painted using a G5 (semi-gloss) finish. K. Window frames (unless pre-finished) the same color as walls. Unless otherwise noted or scheduled all window frames, trim and sills shall
be painted using a G5 (semi-gloss) finish. L. Access doors, prime coated butts and other prime painted hardware (e.g. door closers), registers, radiators and covers, exposed piping
and electrical panels shall be painted to match adjacent surfaces (i.e. same color, texture and sheen), unless otherwise noted or where pre-finished. CORNELL UNIVERSITY SECTION 099123
Ithaca, New York INTERIOR PAINTING Low Rise 9 099123 - 7 December 11, 2020 M. The inside of all duct work behind louvers, grills and diffusers for a minimum of 18" or beyond sight line,
whichever is greater, shall be painted using flat black (nonreflecting) paint. 2.05 GLOSS / SHEEN RATINGS: A. Paint gloss shall be defined as the sheen rating of applied paint, in accordance
with the following MPI values: Gloss Level Description Units @ 60 degrees Units @ 85 degrees G1 Matte or Flat finish 0 to 5 10 max. G2 Velvet finish 0 to 10 10 to 35 G3 Eggshell finish
10 to 25 10 to 35 G4 Satin finish 20 to 35 35 min. G5 Semi-Gloss finish 35 to 70 G6 Gloss finish 70 to 85 G7 High-Gloss finish > 85 B. Gloss level ratings of all painted surfaces shall
be as specified herein and as noted on Finish Schedule. PART 3 EXECUTION 3.01 CONDITION OF SURFACES A. Prior to commencement of work of this section, thoroughly examine (and test as
required) all conditions and surfaces scheduled to be painted and report in writing to the owner any conditions or surfaces that will adversely affect work of this section. B. No painting
work shall commence until all such adverse conditions and defects have been corrected and surfaces and conditions are acceptable to the owner. C. Commencement of work shall not be held
to imply acceptance of surfaces except as qualified herein. Such surfaces as concrete, masonry, structural steel and miscellaneous metal, wood, gypsum board and plaster, shall not
be the responsibility of the Painting Subcontractor. D. The Painting Subcontractor shall not be responsible for the condition of the substrate or for correcting defects and deficiencies
in the substrate which may adversely affect the painting work except for minimal work normally performed by the Painting Subcontractor and as indicated herein. It shall always, however,
be the responsibility of the Painting Subcontractor to see that surfaces are properly prepared before any paint or coating is applied. 3.02 PREPARATION A. Prepare all surfaces in accordance
with MPI requirements. Refer to the MPI Painting Manual in regard to specific requirements and some of the following: 1. environmental conditions. 2. pH testing. 3. acid etching. 4.
rust stain removal. 5. vertical and horizontal concrete surfaces. CORNELL UNIVERSITY SECTION 099123 Ithaca, New York INTERIOR PAINTING Low Rise 9 099123 - 8 December 11, 2020 6. clay
and concrete masonry units. 7. structural steel and miscellaneous metals. 8. steel exposed to high heat. 9. aluminum and copper surfaces. 10. glue laminated beams and columns. 11. dimension
and dressed lumber. 12. wood doors. 13. wood paneling and casework. 14. wood floors, stairs and steps. 15. stucco, plaster and gypsum board. 16. acoustical panels and tiles. B. Sand,
clean, dry, etch, neutralize and/or test all surfaces under adequate illumination, ventilation and temperature requirements. C. Remove and securely store all miscellaneous hardware
and surface fittings / fastenings (e.g. electrical plates, mechanical louvers, door and window hardware (e.g. hinges, knobs, locks, trim, frame stops), removable rating / hazard / instruction
labels, washroom accessories, light fixture trim, etc. from wall and ceiling surfaces, doors and frames, prior to painting. Carefully clean and replace all such items upon completion
of painting work in each area. Do not use solvent or reactive cleaning agents on items that will mar or remove finishes (e.g. lacquer finishes). Doors shall be removed before painting
to paint bottom and top edges and then re-hung. D. Protect all adjacent interior surfaces and areas, including rating and instruction labels on doors, frames, equipment, piping, etc.,
from painting operations and damage with drop cloths, shields, masking, templates, or other suitable protective means and make good any damage caused by failure to provide such protection.
E. Substrate defects shall be made good and sanded by others ready for painting particularly after the first coat of paint. Start of finish painting of defective surfaces (e.g. gypsum
board) shall indicate acceptance of substrate and any costs of making good defects shall be borne by the painter including re-painting of entire defective surface (no touch-up painting).
F. Confirm preparation and primer used with fabricator of steel items. Refer to Quality Assurance. 3.03 APPLICATION A. Do not paint unless substrates are acceptable and/or until all
environmental conditions (heating, ventilation, lighting and completion of other subtrade work) are acceptable for applications of products. B. Apply paint or stain in accordance with
MPI Painting Manual Premium Grade finish requirements. C. Apply paint and decorating material in a workmanlike manner using skilled and trade qualified applicators as noted under Quality
Assurance. D. Apply paint and coatings within an appropriate time frame after cleaning when environmental conditions encourage flash-rusting, rusting, contamination or the manufacturer’s
paint specifications require earlier applications. CORNELL UNIVERSITY SECTION 099123 Ithaca, New York INTERIOR PAINTING Low Rise 9 099123 - 9 December 11, 2020 E. Painting coats specified
are intended to cover surfaces satisfactorily when applied at proper consistency and in accordance with manufacturer’s recommendations. F. Tint each coat of paint progressively lighter
to enable confirmation of number of coats. G. Unless otherwise approved by the owner, apply a minimum of four coats of paint where deep or bright colors are used to achieve satisfactory
results. H. Sand and dust between each coat to provide an anchor for next coat and to remove defects visible from a distance up to 39”. I. Do not apply finishes on surfaces that are
not sufficiently dry. Unless manufacturer’s directions state otherwise, each coat shall be sufficiently dry and hard before a following coat is applied. J. Prime coat of stain or varnish
finishes may be reduced in accordance with manufacturer’s directions. K. Paint finish shall continue through behind all wall-mounted items (e.g. chalk and tack boards). L. Apply each
coat to uniform appearance in thicknesses specified by manufacturer. M. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying
next coat. N. Wood to Receive Transparent Finishes: Tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. O. Reinstall electrical cover plates,
hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. 3.04 INTERIOR FINISH / COATING SYSTEMS * Refer to Interior Finish System Schedule at end of specification.
A. Concrete Vertical Surfaces: (including horizontal soffits) 1. INT 3.1M Institutional low odor / low VOC Gloss level 3 finish. B. Concrete Masonry Units: (smooth and split face
block and brick) 1. INT 4.2E Institutional low odor / low VOC Gloss level G3 finish. C. Structural Steel and Metal Fabrications: (columns, beams, joists, heat covers, etc.) 1. INT
5.1S Institutional low odor / low VOC Gloss level G3 finish. D. Galvanized Metal: (doors, frames, railings, misc. steel, pipes, overhead decking, ducts, etc.) 1. INT 5.3N Institutional
low odor / low VOC Gloss level G5 finish. E. Aluminum: (unanodized - louvers, etc.) 1. INT 5.4G Institutional low odor / low VOC Gloss level G3 finish. F. Dressed Lumber: (including
doors, door and window frames, casings, molding, etc.) 1. INT 6.3Q Water based varnish, clear Gloss level G5 finish. 2. INT 6.3V Institutional low odor / low VOC Gloss level G5 finish.
3. INT 6.3W Water based varnish, clear Gloss level G5 finish (over stain). G. Wood Paneling and Casework: (partitions, panels, shelving, millwork, etc.) 1. INT 6.4M Water based, varnish
clear Gloss level G5 finish. 2. INT 6.4T Institutional low odor / low VOC Gloss level G5 finish. CORNELL UNIVERSITY SECTION 099123 Ithaca, New York INTERIOR PAINTING Low Rise 9 099123
- 10 December 11, 2020 3. INT 6.4U Water based varnish, clear insert Gloss level G4 finish (over stain). H. Plaster and Gypsum Board: (plaster, gypsum wallboard, drywall, “sheet rock
type material”, etc., and textured finishes) 1. INT 9.2M Institutional low odor / low VOC Gloss level G3 finish. I. Acoustic Panels and Tiles: 1. INT 9.3D Institutional low odor / low
VOC Gloss level G1 finish. 3.05 MECHANICAL / ELECTRICAL EQUIPMENT AND RELATED SURFACES A. Unless otherwise specified or noted, paint all “unfinished” conduits, piping, hangers, ductwork
and other mechanical and electrical equipment with color and texture to match adjacent surfaces, in the following areas: 1. where exposed-to-view in all interior areas. 2. in all interior
high humidity interior areas. 3. in all boiler room, mechanical and electrical rooms. B. In unfinished areas leave exposed conduits, piping, hangers, ductwork and other mechanical and
electrical equipment in original finish and touch up scratches and marks. C. Touch up scratches and marks on factory painted finishes and equipment with paint as supplied by manufacturer
of equipment. D. Do not paint over name plates. E. Paint the inside of light valances gloss white. F. Paint disconnect switches for fire alarm system and exit light systems in red enamel.
3.06 FIELD QUALITY CONTROL A. See Section 014500 - Quality Requirements, for general requirements for field inspection. B. Owner will provide field inspection. C. All surfaces, preparation
and paint applications shall be inspected. D. Painted interior surfaces shall be considered to lack uniformity and soundness if any of the following defects are apparent to the Owner:
1. brush / roller marks, streaks, laps, runs, sags, drips, heavy stippling, hiding or shadowing by inefficient application methods, skipped or missed areas, and foreign materials in
paint coatings. 2. evidence of poor coverage at rivet heads, plate edges, lap joints, crevices, pockets, corners and re-entrant angles. 3. damage due to touching before paint is sufficiently
dry or any other contributory cause. 4. damage due to application on moist surfaces or caused by inadequate protection from the weather. 5. damage and/or contamination of paint due
to blown contaminants (dust, spray paint, etc.). CORNELL UNIVERSITY SECTION 099123 Ithaca, New York INTERIOR PAINTING Low Rise 9 099123 - 11 December 11, 2020 E. Painted surfaces shall
be considered unacceptable if any of the following are evident under natural lighting source for exterior surfaces and final lighting source (including daylight) for interior surfaces:
1. visible defects are evident on vertical surfaces when viewed at normal viewing angles from a distance of not less than 39 inches. 2. visible defects are evident on horizontal surfaces
when viewed at normal viewing angles from a distance of not less than 39 inches. 3. visible defects are evident on ceiling, soffit and other overhead surfaces when viewed at normal
viewing angles. 4. when the final coat on any surface exhibits a lack of uniformity of color, sheen, texture, and hiding across full surface area. F. Painted surfaces rejected by the
inspector shall be made good at the expense of the Contractor. Small affected areas may be touched up; large affected areas or areas without sufficient dry film thickness of paint
shall be repainted. Runs, sags of damaged paint shall be removed by scraper or by sanding prior to application of paint. 3.07 CLEANING A. Collect waste material that could constitute
a fire hazard, place in closed metal containers, and remove daily from site. B. Remove all paint where spilled, splashed, splattered or sprayed as work progresses using means and materials
that are not detrimental to affected surfaces. C. Keep work area free from an unnecessary accumulation of tools, equipment, surplus materials and debris. D. Clean equipment and dispose
of wash water / solvents as well as all other cleaning and protective materials (e.g. rags, drop cloths, masking papers, etc.), paints, thinners, paint removers / strippers in accordance
with the safety requirements of authorities having jurisdiction. 3.08 PROTECTION A. Protect all interior surfaces and areas, including glass, aluminum surfaces, etc. and equipment and
any labels and signage from painting operations and damage by drop cloths, shields, masking, templates, or other suitable protective means and make good any damage caused by failure
to provide such protection. B. Erect barriers or screens and post signs to warn of or limit or direct traffic away or around work area as required. 3.09 SCHEDULE A. INTERIOR FINISH
SYSTEM SCHEDULE. System Code Finish System Coat # Coat Name MPI# CORNELL UNIVERSITY SECTION 099123 Ithaca, New York INTERIOR PAINTING Low Rise 9 099123 - 12 December 11, 2020 1 INT
3.1 CONCRETE VERTICAL SURFACES INT 3.1M-G3 INSTITUTION AL LOW ODOR/VOC (over w.b. primer/sealer, low VOC) Gloss Level 3 ("EggshellLike") 1 Prime/Sealer, Interior, Low Odor/Low VOC 149
2 Institutional Low Odor/Low VOC 145 3 Institutional Low Odor/Low VOC 145 2 INT 4.2 CONCRETE MASONRY UNITS INT 4.2E - G3 INSTITUTION AL LOW ODOR / LOW VOC (over latex block filler)
Gloss Level 3 ("EggshellLike") 1 Block Filler, Latex, Int/Ext 4 2 Institutional Low Odor/Low VOC 145 3 Institutional Low Odor/Low VOC 145 3 INT 4.1 STRUCTURAL STEEL AND METAL FABRICATIONS
INT 5.1S - G3 INSTITUTION AL LOW ODOR/VOC (over w.b. rustinhibitive primer) Gloss Level 3 ("EggshellLike") 1 Rust Inhibitive Primer, W.B. 107 2 Rust Inhibitive Primer, W.B. 107 3 Institutional
Low Odor/Low VOC 145 4 Institutional Low Odor/Low VOC 145 CORNELL UNIVERSITY SECTION 099123 Ithaca, New York INTERIOR PAINTING Low Rise 9 099123 - 13 December 11, 2020 4 INT 5.3 GALVANIZED
METAL INT 5.3N - G5 INSTITUTION AL LOW ODOR/VOC (over w.b. galvanized primer) Gloss Level 5 (Semi-Gloss) 1 W.B. Galvanized Primer 134 2 Institutional Low Odor/Low VOC 147 3 Institutional
Low Odor/Low VOC 147 5 INT 6.3 DRESSED LUMBER INT 6.3V - G5 INSTITUTION AL LOW ODOR/LOW VOC (over latex primer) Gloss Level 5 (Semi-Gloss) 1 Latex Primer 39 2 Institutional Low Odor/Low
VOC 147 3 Institutional Low Odor/Low VOC 147 6 INT 6.3 DRESSED LUMBER INT 6.3Q - G5 W.B. VARNISH, CLEAR Gloss Level 5 (Semi-Gloss) 1 W.B. Varnish 129 2 W.B. Varnish 129 3 W.B. Varnish
129 7 INT 6.3 DRESSED LUMBER INT 6.3WW - G5 W.B. VARNISH, CLEAR (over w.b. stain) Gloss Level 5 (Semi-Gloss) 1 Semi-Transparent Stain, W.B. 186 2 W.B. Varnish 129 3 W.B. Varnish 129
4 W.B. Varnish 129 8 INT 6.4 WOOD PANELING AND CASEWORK INT 6.4T - G5 INSTITUTION AL LOW ODOR/VOC (over latex primer) Gloss Level 5 (Semi-Gloss) 1 Latex Primer 39 CORNELL UNIVERSITY
SECTION 099123 Ithaca, New York INTERIOR PAINTING Low Rise 9 099123 - 14 December 11, 2020 2 Institutional Low Odor/Low VOC 147 3 Institutional Low Odor/Low VOC 147 9 INT 6.4 WOOD PANELING
AND CASEWORK INT 6.4M - G5 W.B. VARNISH, CLEAR Gloss Level 5 (Semi-Gloss) 1 W.B. Varnish 129 W.B. Varnish 129 W.B. Varnish 129 1 0 INT 6.4 WOOD PANELING AND CASEWORK INT 6.4UU - G4
W.B. ACYRLIC, CLEAR (over w.b. stain) Gloss Level 4 ("Satin-Like") 1 Semi-Transparent Stain, W.B. 186 2 W.B. Varnish 125 3 W.B. Varnish 125 1 1 INT 9.2 PLASTER AND GYPSUM BOARD INT
9.2M - G3 INSTITUTION AL LOW ODOR/LOW VOC (over low odor, low VOC primer) Gloss Level 3 ("EggshellLike") 1 Primer/Sealer, Interior, Low Odor/Low VOC 149 2 Institutional Low Odor/Low
VOC 145 3 Institutional Low Odor/Low VOC 145 1 2 INT 9.3 ACOUSTIC PANELS AND TILES INT 9.3D - G1 INSTITUTION AL LOW ODOR/LOW VOC Gloss Level 1 (Flat or Matte) 1 Institutional Low Odor/Low
VOC 143 2 Institutional Low Odor/Low VOC 143 END OF SECTION 099123