HomeMy WebLinkAboutSchwartz Center for Performing Artsroof\drawin gs\05_workin g\g-001. dwg
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LOCATION MAP
PROJECT LOCATION
WORK AREAS
Ithaca, New York
BUILDING PHOTO FOR INFORMATION ONLY
PROJECT
NORTH
PROJECT
NORTH
DRAWING INDEX
NO.
DESCRIPTION
ARCHITECTURAL
AD1O1
REMOVALS ROOF PLAN, DETAILS & NOTES
A-101
ROOF PLAN & GENERAL NOTES
A-301
SECTIONS
A-501
DETAILS
A-502
DETAILS
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1
Ina
215 Wyoming Street \4-sVV iPttnor Rd
Syracuse, NY 13204--44^ loc bum
, 14534
Tel (315) 488 0311 (5''5) 2°'0 50,18
Fax (315) 48l 5947 ��� '\�'��''��� '°\''
info@bellandspina.com
www.bellandspina.com
Bell & Spina Project #: 319-14-004
These plans and specifications were prepared by Bell & Spina
P.C. Architects / Planners, Syracuse, New York 13204, and
to the best of this Office's knowledge, information and
belief, said plans and specifications meet the requirements
of the 2010 Fire Code, Building Code, and the Energy
Conservation Construction Code of New York State
After visiting the site of the work and fully informing
themselves as to all existing conditions and limitations, each
bidder is required to notify the office of the Architect, in
writing, prior to the bidding, of any existing conditions
shown on the drawings that have been changed and would
prevent the intended installation of new work.
Roof 1
Repair Pro 'ect
Schwartz Center for the Performing Arts
CORNELL UNIVERSITY
430 COLLEGE AVE
ITHACA, NY 14850
CASCADILLA CREEK
WORK AREAS
CASCADILLA CREEK
WILLIAMS ST
i
r
E. BUFFALO ST
DRYDEN RD
////////////////////
DRYDEN RD
DRYDEN RD
Schwartz Center
GENERAL NOTES:
1. STAGING AREA REQUIREMENTS WILL BE DISCUSSED AT THE PRE-BID WALK-THROUGH.
2. CONTRACTOR IS RESPONSIBLE FOR SITE REPAIRS.
BUILDING CODE DATA:
OWNER:
ADDRESS:
CODE:
WORK TYPE:
SUMMARY:
j/ �/ PROJECT
"/.
NORTH
CORNELL UNIVERSITY
430 COLLEGE AVE ITHACA, NEW YORK 14850
2010 BCNYS, 2010 EBCNYS
ROOF REPAIR
REPAIR & REPLACEMENT OF EXISTING METAL GUTTERS & FLASHINGS.
MODIFICATIONS TO EXISTING ROOF AND WALL ASSEMBLIES TO INSTALL
FLASHING. GUTTER ROOF DRAIN REPLACEMENT. INSTALLATION OF RAIL
STYLE SNOW GUARDS.
SITE PLAN
FOR INFORMATION ONLY
PROJECT
NORTH
SITE PHOTO
FOR INFORMATION ONLY
To the best of my knowledge,
information, and belief, the construction
documents for this project are in
conformance with the Building Code of
New York State and all other applicable
Federal and State laws and regulations,
all as currently amended.
It is a violation of the New York
State Education Law, Article 145
Sec. 7209, for any person unless
he is acting under the direction of
a licensed professional Architect,
Engineer or Land Surveyor to alter
an item in any way. If an item
bearing the seal of an Architect,
Engineer or Land Surveyor is
altered, the altering Architect,
Engineer and/or Surveyor shall affix
to the item his seal and the
notation "altered by" followed by
his signature and the date of such
alteration, and a specific
description of the alteration.
May 05, 2014
BID DOCUMENTS
SET NUMBER
SCHWARTZ CENTER FOR
THE PERFORMING ARTS
ROOF REPAIR PROJECT
Project Manual & Specifications
May 5, 2014
Owner
Cornell University
Ithaca, NY 14853
Architect
Bell & Spina, PC
215 Wyoming Street
Suite 201
Syracuse, NY 13204
SCHWARTZ CENTER FOR THEPERFO
NG ARTS
TABLE OF CONTENTS
ROOF PAIR PROJECT Page 1
instructions to Bidders
Bid Form
General Conditions and E
Exhibit A
Exhibit A-1
Exhibit B
Exhibit C
Exhibit D
Exhibit E
Exhibit F
Form I
Exhibit F — Form II
Exhibit F - Form III
Exhibit F - Form IV
Exhibit G
Exhibit H
Exhibit I
b
its
Change Order
Change Order Documentation Instructions
Construction Contract Change Order Request
Construction Contract Change Order Summary
Schedule of Values for Contractor Payments
Final Release
Application and Certificate for Payme
Guarantee
Contractor's Affirmative Action Plan
Use of MBE/WBE Vendors
Contractor's Affirmative Action Plan
Summary of Bid Activity with MBE and
WBE Subcontractors and Vendors
Affirmative Action Workforce Report
Minority— Women Utilization Report
Labor Rate Breakdown
Stored Materials Invoicing Documentation
Contractor Performance Evaluation
DIVISION 1 - GEN REQUIREMENTS
Section 01 1 1 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 3216 Construction Schedules
Section 01 32 33 Photographic Documentation
Section 01 33 00 Submittal Procedures
Section 01 35 29 General Health & Safety Requirements
Section 01 35 43 General Environmental Requirements
Section 01 35 44 Spill Control
Section 01 41 00 Regulatory Requ
Section 01 42 00 References
Section 01 45 00 Quality Control
Section 01 50 00 Temporary Facilities and Controls
Section 01 51 00 Temporary Utilities
Section 01 66 00 Storage and Protection
Section 01 73 29 Cutting, Patching and Repairing
Section 01 7400 Construction Waste Management
Section 01 77 00 Project Close Out
Section 01 7822 Fixed Equipment Inventories
Section 01 78 36 Warranties and Bonds
Section 01 78 39 Record Documents
cements
nt
SCHWARTZ CENTER FOR THEPE 0 ING ARTS TABLE OF CONTENTS
ROOF REPAIR PROJECT Page 2
DIVISION 06
Section 061000
DIVISION 07
Section 072413
Section 076200
Section 077200
Section 078100
Section 079200
TODD, PLASTICS AND CO
Rough Carpentry
OSITES
THER = t L AND MOISTU PROTECTION
Polymer -Based Exterior Insulation and Finish Syste
Sheet Metal Flashings and Trim
Roof Accessories
Applied Fireproofing
Joint Sealants
' ' ING LIST
AD -101
A-101
A-301
A-501
A-502
Cover Sheet
Removals Roof Plan, Details and Notes
Roof Plan and General Notes
Sections
Details
Details
END OF DOCUMENT
Project:
Owner:
Architect:
INSTRUCTIONS TO BIDDERS
Schwartz Center for the Performing 1
Roof Repair Project
Cornell University
Ithaca, New York 14853
Bell & Spina, PC
215 Wyoming Street
Suite 201
Syracuse, New York 13204
PROPOSAL FORMS
Proposals shall be made only ori"the forms provided and all blank and underlined spaces
in the forms shall be fully filled in, in ink or typed; amount shall be fully stated both in writing and in
figures. Proposals shall be signed by Principals or Officers duly authorized to execute such documents
on behalf of their respective firms or organizations, and the Certificate included in the Bid Form shall be
completed accordingly. -Bidder's legal name must be'fully stated. Completed form shall be without
interlineation, alterations, or erasures unless initialed and dated by the signer.
2. RECAPITULATION OR PROPOSAL
a. Proposals shall not contain any recapitulation of the work to be done. No oral,
telegraphic or telephonic proposals or modifications will be considered.
METHOD OF SUBMISSION
a. Proposals shall be prepared and enclosed iii a sealed envelope. Envelope shall be
addressed to:
Nancy A. Phelps, Director
Facilities Contracts
121 Humphreys Service Building
Cornell University
Ithaca, New York 14853
Proposal for:
Submitted by:
Schwartz Center for the Perform
Roof Repair Project
(Bidder)
b. Proposals shall be delivered to the Owner at the address listed above not later than
3:00 PM on June 18, 2014.
INSTRUCTIONS TO BIDDERS INS -1
BID OPENING
a. Proposals will be opened publicly by the Owner in Room 124, Humphreys Service
Building, Cornell University Campus, -Ithaca, New York, at the hour and date listed in 3b. The Owner
reserves the right to postpone the date and time of opening of proposals at any time prior to the date and
ne announced in this Instruction to Bidders or amendments thereto.
BIDDING DOCUMENTS
The Bidding Do
relents will consist of the following
Instructions to Bidders.
Bid Form.
General Conditions of the Coni
Drawings and Specifications.
Addenda and/or bulletins
s
act and Division 1
ed prio
DRAWINGS AND SPECIFICATIONS Fi_JRNISHED
eneral Requiremen
o date of opening of Proposals.
a. Contract Documents may be obtained from the Facilities Contracl
(http://finance.fs.cornell.edu/contracts/pob/projects.cfm ). For assistance call 607-255-5343.
46
s website
b. Additional sets will be available at $25.00 per set without refund. All subcontractors and
suppliers requiring may order these at $25.00 per set without refund. No partial sets will be issued. The
Contract Documents remain the property of the Owner.
The successful bidder will be allowed ten (10) sets of drawings and specifications.
ST T OF WO
a. Work at the site shall be started within fifteen (15) calendar days from the date of
ssuance of written authorization to proceed and shall be completed no later than September 26, 2014,
BONDS
a. Performance and Payment Bonds. The successful Bidder shall furnish the Owner with
"Performance" and "Labor and Material Payment Bonds", each in the amount of 100% of the Contract
Price. The cost of such bonds shall be included in the Bidders Proposal. Each of these Bonds are to be
in a form with such sureties as the Owner may approve.
Bid Bond. Each Bidder will be required to fur furnish a Bid. Bond in the amount of X10% of
the Bid Amount: Such Bid Bond shall guarantee that the Bidder will execute the Contract if it is awarded
to him in conformity with his Proposal. Such Proposal Guarantee Bond shall include a statement that the
Insurer shall, at the option of the Bidder, be willing to provide to the Bidder the Contract Bonds as
described in 8a above.
b
INSTRUCTIONS TO :BIDDERS INS -2
9. AWARD OF CONTRACT
a. It is the intent of the Owner to enter into a Contract with one General Contractor for the
entire project. All labor and services and materials and supplies, etc. are to be provided in accordance
with the Contract.
b. The competence and responsibility of the Bidders' proposed principal subcontractors will
be considered in making the Award.
c. The Owner reserves the right to reject any or all Proposals, and to waive any
informalities in Bidding.
d. All Proposals shall remain in force and effect for a period of not less than sixty (60)
calendar days following the bid opening date.
e. The Owner reserves the right to accept any of the Alternate Proposals listed within sixty
(60) calendar days following the award of a construction contract.
10. EXAMINATION OF SITE AND CONTRACT DOCUMENTS
a. Each Bidder shall visit the Site of the proposed work, fully acquaint and familiarize
himself with the conditions as they exist and the character of the operations to be carried on under the
proposed Contract, and make such investigation as he may see fit so that he shall fully understand the
facilities, physical conditions and restrictions attending the work under the Contract.
b. Each Bidder shall also thoroughly examine and become familiar with the Drawings,
Specifications and associated Bid Documents.
c. By submitting a Proposal, the Bidder convenants and affirms that he has carefully
examined the Drawings, Specifications, associated Bid Documents, the Addenda and Bulletins, if any,
and the Site, that he relies on no representation by the Owner, and that from his own investigation he has
satisfied himself as to the nature and location of the work, the general and local conditions, and all
matters which may in any way affect the work or its performance, and that as a result of such
examination and investigation, he fully understands the conditions of bidding and that he will not make
any claim for, and waives any right to damage because of misinterpretation or misunderstanding of the
Bid Documents and the conditions of bidding.
11. DISCREPANCIES
a. Should a Bidder find discrepancies in or omissions from the Drawings, Specifications
and associated Bid Documents, or should he be in doubt as to their meaning, he shall at once notify the
Architect, who will send written instructions to all bidders. Neither the Owner nor the Architect will be
responsible for oral instructions. Every request for such interpretation should be in writing, addressed to
the Architect. Inquiries received seven (7) or more days prior to date fixed for opening of Bids will be
given consideration.
INSTRUCTIONS TO BIDDERS INS -3
12. PRE-BID CONFERENCE
a. A pre-bid conference has been scheduled for 9:00 AM, June 4, 2014, in Room 124 of the
Humphreys Service Building. The purpose of the conference will be to clarify the intent of the Contract
Documents if necessary. Results will be published in an Addendum.
13. TRADE SUBCONTRACTORS, MATERIAL SUPPLIERS
a. Each portion of the work shall be performed by an organization equipped and
experienced to do work in that particular field, and no portion of the work shall be reserved by the Bidder
to himself unless he is so equipped and experienced. Subcontracts shall be awarded only to parties
satisfactory to the Owner and the Architect. Each subcontractor and materials supplier shall be approved
individually.
b. In the spaces provided in the Bid Form, the Bidder shall list all portions of the work he
proposes to perform directly with his own forces.
c. A list of names from which the Bidder proposes to select subcontractors, materials
suppliers, and/or manufacturers for the principal trades or subdivisions of the work is required as part of
the Proposal.
d. In the Bid Form, there has been listed the principal trades or subdivisions of the work for
which such a listing is required, together with the provisions which govern the listing, selection and
approval of principal subcontractors.
14. ALTERNATE PROPOSALS
a. Certain Alternate Proposals may be requested. They will be listed in the Bid Form and
all Bidders are required to bid on all Alternates without exception, in the spaces provided.
b. Alternate Proposals shall include all overhead, profit and other expenses in connection
therewith.
15. UNIT PRICES
a. Certain Unit Prices may be requested. They will be listed in the Bid Form and all
Bidders are required to bid on all Unit Prices without exception, in the spaces provided.
b. Unit Prices shall include all overhead, profit and other expenses in connection therewith.
16. SCHEDULE OF VALUES
a. A partial "Schedule of Values" for certain trades and/or subdivisions of the work is
required as part of the Bidder's Proposal in the Bid Fonn.
b. The successful Bidder shall submit a complete "Schedule of Values" showing the
amounts allocated to the various trades, suppliers, subcontractors, installers and General Contractor's
work, aggregating the total sum of the Contract. If requested by the Owner or Architect, the complete
"Schedule of Values" shall be submitted prior to award of Contract.
INSTRUCTIONS TO BIDDERS INS -4
17. DENDA AND BULLETINS
a. Addenda and/or bulletins issued during the bidding period shall be ac
space provided in the Bid Form.
SUBSTITUTIONS
Proposals shall conform to the requirements of the Bid Docu
b. The Bidder may offer substitutions for any item of material or equipment, element of
work, or method of construction set forth in the Bid Documents, with the exception of Form of Contract,
General Conditions and General Requirements - Division 1, by listing the proposed substitutions and the
amounts to be deducted from the Base Bid corresponding to each such proposed substitution in the
spaces provided in the Bid Form. -However, the Bidder is cautioned to make his base proposal on the
materials and items specified by name or other particular reference.
19. SUB -SURFACE CONDITIONS
a. Boring information, water levels, indications of sub -surface conditions and similar
information given on the Drawings or in the Specifications are furnished only for the convenience of the
Bidders. The Owner, Architect and Consulting Engineer make no representation regarding the character
and extent of the soil data or other sub -surface conditions to be encountered during the work and no
guarantee as to the accuracy or validity of interpretation of such data or conditions is made or intended.
b. Each Bidder shall, by careful examination, inform himself as to the nature and location
of the work, the conformation of the ground, subsoil and ground water conditions, the character, quality
and quantity of the materials to be encountered, the 'character of equipment and facilities needed
preliminary to and during the prosecution of the work; the general and local conditions and all other
matters which can in any way affect the work under this Contract. ,- The Bidder may, at his option,
conduct tests at his expense, including borings, by prior notification to theOwner. Each Bidder shall
make his own deductions of sub -surface conditions which may affect methods or cost of construction of
the work hereunder and he agrees that, if awarded the construction contract, he will make no claim for
damages or other compensation, except such as are provided for in the Contract Documents, should he
encounter conditions during the progress of the work different from those as calculated and/or anticipated
by him:
20. SALES AND USE TAX EXEMPTION
a.
The Owner, Cornell University, a non-profit educational institution, is exempt fro
payment of certain Sales and Use Taxes.
21. FEDERAL EXCISE TAX
a. The Owner, Cornell University, a non-profit educational institution, is exe
payment of certain Federal Excise Taxes:
22. TAX EXEMPT STATUS
P
om
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 then- proposals or quotations.
INSTRUCTIONS TO BIDDERS INS -5
23. EXEMPTION CERTIFICATES
a. At the Contractor's request, following the award of a Contract, Contractor exempt
purchase certificates will be furnished by the Owner to the Contractor with respect to such tax exempt
articles or transactions as may be applicable under the Contract.
24. REQUIRED SUBMISSIONS
a. Provide with Bid Proposal:
(1) Acknowledgement of Addenda and/or Bulletins issued prior to bid opening
(2) Certificate as to Corporate Bidder
(3) List of Proposed Subcontractors
(4) Schedule of Values
(5) Alternate Proposals and Unit Prices
b. Within fourteen days after bid opening:
(1) Use of Minority and Female Vendor Forms
(2) Summary of Bid Activity with Minority and Female Subcontractors/Vendors
(3) Six -Month Workforce Projection
c. Execution of Contract:
(1) Insurance Certificate
(2) Performance Bond
(3) Labor and Material Payment Bond
(4) Schedule of Work (bar chart)
(5) Federal Tax Identification Number
END OF SECTION
INSTRUCTIONS TO BIDDERS INS -6
SCHWARTZ CENTER FOR THE PERFORMING ARTS
ROOF REPAIR PROJECT
Cornell University, Ithaca, New York
BID FORM
Submitted by: Date
To: Nancy A. Phelps, Director
Facilities Contracts
121 Humphreys Service Building
Cornell University
Ithaca, New York 14853
Gentlemen:
The undersigned,
a
(Name of Bidder)
(Type of Firm, State of Incorporation, if applicable)
of
(Address)
having carefully examined the Instructions to Bidders, the "Conditions of the Contract" (General,
Division 1 - "General Requirements"), and the Drawings, Specifications and associated Bid Documents
dated May 6, 2014 prepared by Bell and Spina, PC, 215 Wyoming Street, Suite 201, Syracuse, New York
13204 as well as the premises and conditions affecting the work, proposes to furnish all material,
equipment, labor, plant, machinery, tools, supplies, services, applicable taxes and specified insurance
necessary to perform the entire work, as set forth in, and in accordance with the said documents for the
following considerations:
1. BASE BID
a. All work complete, for the sum of
for MATERIALS, SUPPLIES, LABOR, and
SERVICES AND ALL OTHER COSTS.
(S )
BID FORM BF -1
2. ALTERNATE PROPOSAL
a. The undersigned, if awarded the Contract, proposes to perform work in addition to or in
place of the scope of the work shown and specified herein as associated with the Base Bid in accordance
with the following Alternate Proposals, which amounts are to be added or deducted to the amount of the
Base Bid as indicated for the Alternates specified in Division 1 of the Specifications.
b. If the Bidder desires to indicate that the acceptance of any Alternate or Alternates will
result neither in an addition to nor a deduction from the value of the work, he shall enter the phrase "No
Change" in response to such Alternate or Alternates.
c. It is understood that the Owner reserves the right to accept or reject any or all of the
following Alternate Proposals within sixty (60) calendar days following the award of a construction
contract.
Alternate No. Description
None.
BID FORM BF -2
ST ' T OF WO AND TIME FOR COMPLETION
a. The undersigned agrees, if awarded the Contract, to commence work at the site a itl�iil
fifteen (15) calendar days after date of issuance of written notice to proceed and to complete the project
no later than September 26, 2014.
LIST OF PROPOSED P' i' CIP' SUBCONTRACTORS
a. The undersigned agrees, if awarded the Contract, to employ subcontractors from the
following list for the Sections or Subdivisions of work stated below subject to the following provisions:
(1) Prior to the award of the Contract, the Owner and Architect reserve the right to review
the list of "Proposed Principal Subcontractors", and to delete from it the name or names of any to whom
they may have a reasonable objection. The Contractor may make the final selection of principal
subcontractors at his option from the resulting list after the award of the Contract.
b. Bidder shall list the names of at least one subcontractor for each Section or Subdivision
of the work listed below and shall limit the listing for each such Section or Subdivision to THREE (3)
names.
c. If Bidder does not propose to employ a Subcontractor for any Section or Subdivision of
vork listed below, he shall enter the name of his firm for each such Section or Subdivision.
ROOFING D SHEET METAL
PL BING
E
ENTRY
BID FORM BF -3
BID FORM BF -4
To facilitate the evaluation of Bids, the undersigned has included in each part of his Bid
the following values for the trades and/or subdivisions of the work as listed below. Values for work
included under Alternate Proposals are excluded. Values relative to General Contractor's costs for
General Conditions are excluded.
PCIPAL SUBDIVISIONS OR
BY GENE' r:L CONTRACTORS
a. If awarded a Contract.
directly employed by the undersigned:
ELEMENTS OF THE AVO' > TO BE PERFO ED
FORCES
re will perfor
TIME PROGRESS SCHEDULE
the following portions of the Work with forces
a. The undersigned agrees, if awarded the Contract, to furnish a 'Time Progress Schedule"
showing the starting and completion dates for all principal trades and subdivisions of the Work, together
with such additional information related thereto as may reasonably be required.
7. BONDS
a. Performance and Payment Bonds. The undersigned agrees, if awarded the Contract to
execute and deliver to the Owner "Performance" and "Labor and Material Payment Bonds" in such form
as acceptable to the Owner and in an amount equal to 100% of the Contract Sum. Such bonds will be
furnished by
Bond Premium Rate
(Name of Su
y;
c; Bid Bond. A Bid Bond in the amount of (10% of Bid
ountl is attached to this Bid.
SCHEDULE OF VALUES
a. The undersigned agrees, prior to the award of a construction contract and upon the
request of the Architect or Owner, to submit a complete, itemized and detailed "Schedule of Values"
including Alternates elected, if any, showing the amount allocated to the various trades and subdivisions
of the work, aggregating the total Contract Sum.
b.
BID FORM BF -5
Spec
Section
Trades and/or Subdivision
Division 1 General Requirements
Division 6 Wood, Plastics and Composites
Division 7 Thermal and Moisture Protection
Total.
Total Combined Bid
Values Included
in Base Bid
Labor Materia
BID FORM BF -6
9. SUBSTITUTIONS
a. The Base Bid is predicated on compliance with the Drawings and Specifications without
substitutions.
b. The Bidder may offer substitutions for any item noted in the Specifications, with the
exception of Form of Contract, General Conditions and General Requirements - Division 1, by listing in
the space below the proposed substitution, together with the amount to be deducted from the Base Bid if
the substitution is accepted.
c. The Owner reserves the right to accept or reject any proposed substitution.
d. The sum stated includes any modifications of work or additional work that may be
required by reason of acceptance of substitution. Substitute materials must be approved and accepted by
the Owner in writing before same may be used in lieu of those named in the Specifications.
Item and Specification
Description of Reference Deduction from Base Bid
Substitution Section & Page No. Labor Material
BID FORM BF -7
10. ACCEPTANCE
a. The undersigned agrees that this Proposal shall remain in force and effect for a period of
ess than sixty (60) calendar days following the bid due dat
b. If written notice of acceptance of this Proposal is mailed, telegraphed or delivered to the
undersigned within sixty (60) calendar days after the date of opening of Bids, or any time thereafter
before this Proposal is withdrawn, the undersigned will within ten (10) calendar days after the date of
such mailing, telegraphing or delivery of such notice, execute an Agreement between Contractor and
Owner, amended and/or supplemented, if required, in accordance with the Proposal as accepted.
Pay
c. The undersigned further agrees, if requested by the Owner, to furnish Performance and
ent Bonds pursuant to Article 7 herein within ten (10) calendar days of issuance of such notice.
d. It is understood and agreed that the Owner reserves the right to accept any of the
Alternate Proposals listed within sixty (60) calendar days following the award of a construction contract.
e. - It is understood and agreed that the Owner reserves the right to reject any or all
proposals, to waive any informalities in bidding, and to hold all proposals for the above noted period of
time.
BID FORM BF -8
11. ADDENDUM RECEIPT
a. Receipt of the following addenda to the Ten -ns and Conditions, Drawings or
Specifications is acknowledged:
Dated:
Addendum No. Dated:
Addendum No. Dated:
Addendum No. Dated:
Addendum No. Dated:
Addendum No. Dated:
By:
Title:
Business Address:
(Bidder)
BID FORM BF -9
CERTIFICATE OF NON -COLLUSION
By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in
the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that
to the best of his knowledge and belief:
a. The prices in this bid have been arrived at independently without collusion, consultation,
communication, or agreement, for the purpose of restricting competition, as to any matter relating to such
prices with any other bidder or with any competitor.
b. Unless required by law, the prices which have been quoted in this bid have not been
knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening,
directly or indirectly, to any other bidder or with any competitor.
c. No attempt has been made or will be made by the bidder to induce any other persons,
partnership, or corporation to submit or not submit a bid for the purpose of restricting competition.
Dated:
By:
Title:
(Bidder)
BID FORM BF -10
CERTIFICATE OF NON -COLLUSION
By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in
the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that
to the best of his knowledge and belief:
a. The prices in this bid have been arrived at independently without collusion, consultation,
communication, or agreement, for the purpose of restricting competition, as to any matter relating to such
prices with any other bidder or with any competitor.
b. Unless required by law, the prices which have been quoted in this bid have not been
knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening,
directly or indirectly, to any other bidder or with any competitor.
c. No attempt has been made or will be made by the bidder to induce any other persons,
partnership, or corporation to submit or not submit a bid for the purpose of restricting competition.
Dated:
By:
Title:
(Bidder)
BID FORM BF -10
CERTIFICATE AS TO CORPORATE BIDDER
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, sealed and executed for and in behalf of said Corporation by authority of its governing body.
Dated:
(Secretary -Clerk)
(CORPORATE SEAL)
BID FORM BF -11
GENERAL CONDITIONS
FOR
SCHWARTZ CENTER FOR THE PERFORMING ARTS
ROOF REPAIR PROJECT
CORNELL UNIVERSITY
ITHACA, NEW YORK
Rev 08-2012
ARTICLE 1
Section 1.01
Section 1.02
Section 1.03
ARTICLE 2
Section 2.01
Section 2.02
Section 2.03
Section 2.04
Section 2.05
Section 2.06
Section 2.07
Section 2.08
Section 2.09
Section 2.10
Section 2.11
Section 2.12
Section 2.13
Section 2.14
Section 2.15
ARTICLE 3
Section 3.01
Section 3.02
Section 3.03
Section 3.04
Section 3.05
Section 3.06
ARTICLE 4
Section 4.01
Section 4.02
ARTICLE 5
Section 5.01
GENERAL CONDITIONS
TABLE OF CONTENTS
INTERPRETATION OF CONTRACT DOCUMENTS
Owner
Meaning and Intent of Specifications, Plans
and Drawings
Order of Precedence
CONTRACTOR
Contractor's Obligations
Contractor's Title to Materials
"Or Equal" Clause
Quality, Quantity and Labeling
Superintendence by Contractor
Subsurface or Site Conditions
Representations of Contractor
Verifying Dimensions and Site Conditions
Copies of Contract Documents for Contractors
Meetings
Related Work
Surveys and Layout
Errors, Omissions or Discrepancies
Project Labor Rates
Daily Reports
INSPECTION AND ACCEPTANCE
Access to the Work
Notice for Testing
Inspection of Work
Inspection and Testing
Defective or Damaged Work
Acceptance
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2
2
2
3
3
4
4
4
5
5
5
5
5
6
6
6
6
7
7
7
7
CHANGES IN WORK
Changes 8
Form of Change Orders 10
TIME OF COMPLETION
Time of Completion 10
Rev 08-2012
ARTICLE 6
Section 6.01
Section 6.02
Section 6.03
ARTICLE 7
Section 7.01
ARTICLE 8
Section 8.01
ARTICLE 9
Section 9.01
ARTICLE 10
Section 10.01
Section 10.02
Section 10.03
Section 10.04
Section 10.05
Section 10.06
Section 10.07
Section 10.08
Section 10.09
Section 10.10
ARTICLE 11
Section 11.01
Section 11.02
ARTICLE 12
Section 12.01
Section 12.02
Section 12.03
Section 12.04
ARTICLE 13
TABLE OF CONTENTS
TERMINATION
Termination for Cause
Termination for Convenience of Owner
Owner's Right to do Work
DISPUTES
Disputes Procedure
SUBCONTRACTS
Subcontracting
COORDINATION AND COOPERATION
Cooperation with Other Contractors
PROTECTION OF RIGHTS, PERSONS AND PROPERTY
Accidents and Accident Prevention
Adjoining Property
Emergencies
Bonds
Risks Assumed by the Contractor
Contractor's Compensation and Liability Insurance
Liability Insurance of the Owner
Owner's and Contractor's Responsibilities for
Fire and Extended Coverage Insurance Hazards
Effect of Procurement of Insurance
No Third Party Rights
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12
12
13
13
15
16
16
16
16
17
18
18
19
19
USE OR OCCUPANCY PRIOR TO ACCEPTANCE BY OWNER
Substantial Completion 19
Occupancy Prior to Acceptance 19
PAYMENT
Provision of Payment
Withholding Payments
Documents and Conditions Precedent to Final Payment
Final Payment and Release
TAX EXEMPTION
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22
22
23
Section 13.01 Tax Exemption 24
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ARTICLE 14
Section 14.01
ARTICLE 15
Section 15.01
Section 15.02
Section 15.03
Section 15.04
Section 15.05
Section 15.06
Section 15.07
Section 15.08
ARTICLE 16
ARTICLE 17
ARTICLE 18
ARTICLE 19
Section 19.01
Section 19.02
Section 19.03
ARTICLE 20
TABLE OF CONTENTS
GUARANTEE
Guarantee
STANDARD PROVISIONS
Provisions Required by Law Deemed Inserted
Laws Governing the Contract
Assignments
No Third Party Rights
Waiver of Rights of Owner
Nondiscrimination and Affirmative Action
Limitation on Actions
Owner's Representative
ACCOUNTING, INSPECTION AND AUDIT
CONTRACTOR PERFORMANCE EVALUATION
ROYALTIES AND PATENTS
CONFIDENTIALITY AND USE OF OWNER'S NAME
Release of Information
Confidential Information
Use of Owner's Name
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CORNELL UNIVERSITY STANDARDS OF
ETHICAL CONDUCT 29
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EXHIBITS
A Change Order
A-1 Change Order Documentation Instructions
Construction Contract Change Order Request
Construction Contract Change Order Summary
B Schedule of Values for Contract Payment
C Final Release
D Application and Certificate for Payment
E Guarantee
F Form I Contractor's Affirmative Action Plan
Use of MBE and WBE Vendors
Form II Contractor's Affirmative Action Plan
Summary of Bid Activity with MBE and WBE
Subcontractors and Vendors
Foi in III Affirmative Action Workforce Report
Form IV Minority -Women Utilization Report
G Labor Rate Breakdown
H Stored Materials Invoicing Documentation
I Contractor Performance Evaluation
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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
deteimined by the Owner.
E. The table of contents, titles, captions, headings, running headlines, and marginal
notes contained herein and in said documents is intended to facilitate reference to various
provisions of the Contract Documents and in no way affect the interpretation of the provisions to
which they refer.
Section 1.02 - Meaning and Intent of Specifications, Plans and Drawings
The meaning and intent of all specifications, plans and drawings shall be determined in a
manner approved by the Owner.
Section 1.03 - Order of Precedence
A. Should a conflict occur in or between or among any parts of the Contract
Documents that are entitled to equal preference, the more expensive way of doing the Work, the
better quality or greater quantity of material shall govern, unless the Owner otherwise so directs
in writing.
B. Drawings and specifications are reciprocal. Anything shown on the plans and
not mentioned in the specifications, or mentioned in the specifications and not shown on the
plans, shall have the same effect as if shown or mentioned in both.
C. Requirements of reference standards form a part of these specifications to the
extent indicated by the reference thereto. When provisions of reference standards conflict with
provisions in these specifications, the specifications shall govern.
Rev 08-2012
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.
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B. Where the Architect approves a product proposed by the Contractor and said
proposed product requires a revision or redesign of any part of the Work covered by this
Contract, or the Work covered by other contracts, all said revision or redesign, and all new
drawings and details required therefor shall be provided by the Contractor and shall be approved
by the Architect. All time spent by the Architect or its agents to evaluate the proposed
substitution and or necessary engineering cost to accommodate the requested change shall be
reimbursed to the Owner by the Contractor via the Change Order procedure.
Section 2.04 - Quality, Quantity and Labeling
A. The Contractor shall furnish materials and equipment of the quality and quantity
specified in the Contract. Unless otherwise provided, all materials and articles incorporated into
the work shall be new and of the most suitable grade of their respective kinds for the purpose.
When required by the Contract Documents or when directed by the Owner, the Contractor shall
supply the Owner's Representative, for their acceptance, full information concerning any material
which the Contractor contemplates incorporating into the work. Materials and articles installed
or used without such acceptance shall be at the risk of subsequent rejection.
B. When materials are specified to conform to any standard, the Owner may require
that the materials delivered to the Site shall bear manufacturer's labels stating that the materials
meet said standards.
C. The above requirements shall not restrict or affect the Owner's right to test
materials as provided in the Contract.
D. Whenever several alternative materials or items are specified by name or other
particular reference for one use, the Owner's Representative may require the Contractor to submit
in writing a list of the particular materials or items the Contractor intends to use before the
Contract is executed.
Section 2.05 - Superintendence by Contractor
A. The Contractor shall employ a full-time competent construction superintendent
and necessary staff; the construction superintendent shall devote full time to the Work and shall
have full authority to act for the Contractor at all times. The Contractor shall provide the Owner
with the names and authority of such personnel in writing.
B. If at any time the superintendent is not satisfactory to the Owner, the Contractor
shall, if requested by the Owner, replace said superintendent with another superintendent
satisfactory to the Owner. There shall be no change in superintendent without the Owner's
approval.
C. The Contractor shall remove from the Work any employee of the Contractor or
of any Subcontractor when so directed by the Owner.
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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.
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B. During the progress of Work, the Contractor shall verify all field measurements
prior to fabrication of building components and equipment, and proceed with the fabrication to
meet field conditions.
C. The Contractor shall consult all Contract Documents to determine exact location
of all Work and verify spatial relationships of all Work. Any question concerning said location
or spatial relationships shall be submitted in a manner approved by the Owner.
D. Specific locations for equipment, pipelines, ductwork and other such items of
Work, where not dimensioned on plans, shall be determined in consultation with the Owner and
other affected Contractors and Subcontractors.
E. The Contractor shall be responsible for the proper fitting of the Work in place.
F. Should failure of the Contractor to perform services under this section result in
additional costs to the Owner, the Contractor shall be responsible for such additional costs.
Section 2.09 - Copies of Contract Documents for Contractors
A. The Owner shall furnish to the Contractor, without charge, up to ten (10) sets of
Contracts Documents and one (1) set of reproducible sepias.
B. Any sets in excess of the number mentioned above may be furnished to the
Contractor at the cost of reproduction and mailing.
C. All drawings, specifications, and copies thereof furnished by the Owner are the
property of the Owner. They are not to be used on other work, and with the exception of the
signed Contract Set, are to be returned to the Owner on request at the completion of the work.
Section 2.10 - Meetings
The Contractor and all subcontractors as requested shall attend all meetings as directed
by the Owner or the Owner's Representative.
Section 2.11 - Related Work
The Contractor shall examine the Contract for related work to ascertain the relationship
of said work to the Work under the Contract.
Section 2.12 - Surveys and Layout
Unless otherwise expressly provided in the Contract, the Owner shall furnish the
Contractor all surveys of the property necessary for the Work, but the Contractor shall lay out the
Work.
Section 2.13 - Errors, Omissions or Discrepancies
The Contractor shall examine the Contract thoroughly before commencing the Work and
report in writing any errors or discrepancies to the Owner or the Owner's Representative.
5 Rev 08-2012
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.
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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.
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ARTICLE 4 -- CHANGES IN WORK
Section 4.01 - Changes
A. The Owner, without invalidating the Contract, may order changes within the
general scope of the Contract and the Contractor shall promptly comply with such change orders.
B. A change order is a written direction to the Contractor signed by the Owner,
issued after execution of the Contract, authorizing a change in the Work, extra work, or an
adjustment in the Contract price or time of performance.
C. No claims for changes, extra work or additional time to complete the Contract or
an adjustment in the Contract price shall be allowed unless such change is ordered in writing by
the Owner.
D. The Owner shall determine the amount by which the Contract consideration is to
be increased or decreased by a change order by one (1) or more of the following methods:
1. By agreement with the Contractor.
2. By applying the applicable price or prices previously bid and approved.
This method shall be used if the Contract contains applicable unit prices.
(i) To the extent that Unit Prices are applicable, as determined by the
Owner, work shall be priced and paid for or credited in accordance
with such Unit Prices; except that a Unit Price shall not apply to any
portion of work which is either reduced or increased by more than
25%. Said Unit Prices shall be valid for the duration of the project
as applicable, unless stipulated elsewhere in the Contract
Documents.
(ii) For Unit Price items, additions and deletion of like items shall be
algebraically summed and then multiplied by the applicable Unit
Prices. For Direct Labor and Material items, all additions and
deletions shall be algebraically summed for each subcontractor and
then multiplied by the applicable markup.
(iii)
Unit Prices are for work complete, measured in place and cover
profit and all other costs and expenses. Unit Prices include, without
limit, all conditions of the contract and all general requirements such
as layout, reproduction of Drawings and Specifications, testing and
inspection, shop drawing and sample coordination, supervision (field
and home office), small tools and expendable items, insurance,
taxes, temporary facilities and services, including access and safety,
"as -built" drawings, and general and administrative overhead and
profit.
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3. By estimating the fair and reasonable cost of:
(i) Labor, including all wages, required wage supplements and
insurance required by law paid to employees below the rank of
superintendent directly employed at the Site.
(ii) Materials
(iii) Equipment, excluding hand tools, which in the judgment of the
Owner, would have been or will be employed exclusively and
directly on the Work.
4. By determining the actual cost of the extra work in the same manner as in
Subsection 3 except the actual costs of the Contractor shall be used in lieu
of estimated costs.
E. Mark-ups:
1. Work performed by the Contractor. Where the Work is performed directly
by the Contractor by adding to the total of such estimated costs a sum
equal to fifteen percent (15%) thereof.
2. Work performed by a Subcontractor. Where the change order work is
performed by a Subcontractor under contract with the Contractor, by
adding a sum equal to fifteen (15%) of said costs for the benefit of said
Subcontractor, and by adding for the benefit of the Contractor an
additional sum equal to ten percent (10%) of said costs.
3. Work performed by a Sub -Subcontractor. Where work is performed by a
Sub -Subcontractor, by adding the sum equal to fifteen percent (15%) of
said costs for the benefit of said Sub -Subcontractor, by adding for the
benefit of the Subcontractor an additional sum equal to five percent (5%)
of said cost and by adding for the benefit of the Contractor an additional
sum equal to five percent (5%) of said cost.
4. No markup shall be paid on the premium portion of overtime pay.
5. No markup shall be paid on insurance, taxes, fringe benefits or bond cost.
Where the Work involves both an increase and a reduction in similar or
related Work, the above percentage override shall be applied only on the
amount, if any, that the cost of the increase exceeds the cost of the
reduction.
F. Regardless of the method used by the Owner in determining the value of a
change order, the Contractor, within thirty (30) calendar days after a request for the estimate of
value shall submit to the Owner a detailed breakdown of the Contractor's estimate, including all
subcontractors details, of the value of the Change Order Work, in the format detailed in Exhibit
A-1. Each submission shall include a paper copy and an electronic .pdf format of all
documentation.
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G. Unless otherwise specifically provided for in a change order, the compensation
specified therein includes a full payment for both the Work covered by the order and for any
damage or expense incurred by the Contractor by any delays, including any delays to other Work
to be done under the Contract resulting from said change order. The Contractor waives all rights
to any other compensation for said damage or expense.
H. The Contractor shall furnish satisfactory bills, payrolls and vouchers covering all
items of cost and when requested by the Owner shall give the Owner access to accounts and
records relating thereto.
Section 4.02 - Form of Change Orders
All change orders shall be processed, executed and approved on the Owner's change
order form, which is included herein as Exhibit "A" and made a part of the Contract Documents.
No alteration to this form shall be acceptable to the Owner and no payment for change order
Work shall be due the Contractor unless a change order has been issued and approved on said
form.
ARTICLE 5 -- TIME OF COMPLETION
Section 5.01 - Time of Completion
A. The Work shall be commenced at the time stated in the written order of the
Owner and shall be completed no later than the date of completion specified in the Contract.
All required overtime to maintain progress schedule is included in the Base Bid.
B. The date of beginning and the time for completion of the Work, as specified in
the Contract, are essential conditions of the Contract.
C. The Work shall be prosecuted diligently at such rate of progress as shall insure
full completion within the time specified. It is expressly understood and agreed, that the time for
the completion of the Work described herein is a reasonable time, taking into consideration the
average climatic range and usual business and labor conditions prevailing in the locality of the
Site.
D. Time is of the essence on each and every portion of the Work. In any instance in
which additional time is allowed for the completion of any Work, the new time of completion
established by said extension shall be of the essence. If in the Architect's or Owner's judgment,
it becomes necessary at any time during construction to accelerate and/or complete certain areas
of the project, the Contractor shall concentrate efforts and manpower on designated areas.
E. Where Work occurs within occupied areas, perform same only on approved
schedule, so as not to interfere with normal operation of occupied areas.
F. The Contractor shall not be charged with damages or any excess cost if the
Owner determines that the Contractor is without fault and the Contractor's reasons for the time
extension are acceptable to the Owner. The Contractor shall not be charged with damages or any
excess cost for delay in completion of the work if the Owner determines that the delay is due to:
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1. any preference, priority or allocation order duly issued by the
Government of the United States or the State of New York;
2. unforeseeable cause beyond the control and without the fault or
negligence of the Contractor, and approved by the Owner, including, but
not limited to, acts of God or of public enemy, acts of the Owner, fires,
epidemics, quarantine, restrictions, strikes, freight embargoes and
unusually severe weather.
G. The time for completion can only be extended by change order and may be
extended for:
1. all of the Work, or
2. only that portion of the Work altered by the change order.
H. Any claim for extension of time shall be made in writing to the Owner not more
than ten (10) days after the commencement of the delay; otherwise it shall be waived.
ARTICLE 6 -- TERMINATION
Section 6.01 - Termination for Cause
In the event that any provision of this Contract is violated by the Contractor or by any
Subcontractor of the Contractor, the Owner may serve written notice upon the Contractor, and
upon the Contractor's surety, if any, of the Owner's intention to terminate the Contract. The
notice shall briefly state the reasons for the termination and shall specify a termination date. If
arrangements satisfactory to the Owner are not made to remove and remedy the violation, the
Contract shall terminate upon the date specified by the Owner in the notice. In the event of
termination, the Owner may take over and complete the Work at the expense of the Contractor.
The Contractor and Contractor's surety shall be liable to the Owner for all costs thereby incurred
by the Owner. In the event of such termination the Owner may take possession of and may
utilize such materials, appliances, and plant as may be located on the Site and which may be
necessary or useful in completing the Work.
Section 6.02 - Termination for Convenience of Owner
The Owner, at any time, may terminate the Contract in whole or in part. Any said
termination shall be effected by delivering to the Contractor a notice of termination specifying
the extent to which performance of Work under the Contract is terminated and the date upon
which said termination becomes effective. Upon receipt of the notice of termination, the
Contractor shall act promptly to minimize the expenses resulting from said termination. The
Owner shall pay the Contractor for costs actually incurred by the Contractor up to the effective
date of said termination, but in no event shall the Contractor be entitled to compensation in
excess of the total consideration of the Contract. In the event of said termination the Owner may
take over the Work and prosecute same to completion.
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Section 6.03 - Owner's Right to do Work
The Owner may, after notice to the Contractor, without terminating the Contract and
without prejudice to any other right or remedy the Owner may have, perform or have performed
by others all of the Work or any part thereof and may deduct the cost thereof from any monies
due or to become due the Contractor.
ARTICLE 7 -- DISPUTES
Section 7.01 - Disputes Procedure
A. If the Contractor claims that any Work which the Contractor has been ordered to
perform will be Work which should have been authorized or directed by change order, or that
any action or omission of the Owner is contrary to the terms of the Contract, the Contractor shall:
1. File a notice with the Owner which sets forth the basis of the
Contractor's claim and requests a resolution of the dispute. Such notice
shall be filed within fifteen (15) working days after being ordered to
perform the disputed work or within fifteen (15) working days after
commencing performance of the disputed work, whichever is earlier, or
within fifteen (15) working days after the act or omission of the Owner
which the Contractor claims is contrary to the terms of the Contract.
2. Proceed diligently with the performance of the work in accordance with
the instructions of the Owner pending the resolution of the dispute by
the Owner.
3. Promptly comply with the order of the Owner regarding the disputed
matter.
4. Any such decision, or any other decision of the Owner in respect to a
dispute, shall be final unless the Contractor, within ten (10) working
days after such decision, shall deliver to the Owner a verified written
statement which sets forth the Contractor's contention that the decision is
contrary to a provision of the contract. Pending the decision of the
Owner, the Contractor shall proceed in accordance with the original
decision. The Owner shall determine the validity of the Contractor's
claim and such determination shall be final. The Contractor may file a
notice with the Owner reserving its rights in connection with the dispute
but shall comply with the Owner's decision and complete the work as
directed.
B. No claim for additional costs regarding changed or extra work shall be allowed
unless the work was done pursuant to a written order of the Owner.
C. The value of claims for extra work, if allowed, shall be determined by the
methods described in the Contract. Refer to Article 4 of these General Conditions.
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D. The Contractor's failure to comply with any or all parts of Article 7 shall be
deemed to be:
1. a conclusive and binding determination on the part of the Contractor that
the order, work, action or omission is not contrary to the terms and
provisions of the Contract;
2. a waiver by the Contractor of all claims for additional compensation,
time extension, or damages as a result of said order, work, action or
omission.
ARTICLE 8 -- SUBCONTRACTS
Section 8.01 - Subcontracting
A. The Contractor may utilize the services of Subcontractors.
B. The Contractor shall submit to the Owner, in writing, the name of each proposed
Subcontractor and Sub -Subcontractor, as required by the Contract. The Contractor shall not
award any Work to any Subcontractor or Sub -Subcontractor without the prior written approval of
the Owner.
C. The Contractor shall be fully responsible for the Work, acts and omissions of
Subcontractors, and of persons either directly or indirectly employed by Subcontractors.
D. The Contractor shall cause appropriate provisions to be inserted in all
subcontracts relative to the Work to bind Subcontractors to the Contractor by the terms of the
Contract insofar as applicable to the Work of Subcontractors, indemnification and to give the
Contractor the same power to terminate any subcontract that the Owner may exercise over the
Contractor.
E. The Contractor's use of Subcontractors shall not diminish the Contractor's
obligation to complete the Work in accordance with the Contract. The Contractor shall control
and coordinate the Work of Subcontractors.
F. Nothing contained in the Contract shall create any contractual relationship
between Subcontractors and the Owner.
ARTICLE 9 -- COORDINATION AND COOPERATION
Section 9.01 - Cooperation with Other Contractors
A. Normally, the Work will be performed by a single Contractor. However, the
Owner reserves the right to perform work related to the Work with its own forces or award
separate contracts. In that event, the Contractor shall coordinate its operations with the Owner's
forces or separate Contractors.
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B. The Owner cannot guarantee the responsibility, efficiency, unimpeded
operations or performance of any contractor. The Contractor acknowledges these conditions and
shall bear the risk of all delays including, but not limited to, delays caused by the presence or
operations of other contractors.
C. The Contractor shall keep informed of the progress and workmanship of other
contractors and shall notify the Owner immediately of lack of progress or defective workmanship
on the part of other contractors where said delay or defective workmanship may interfere with
the Contractor's operations.
D. Failure of a Contractor to keep so informed and failure to give notice of lack of
progress or defective workmanship by others shall be construed as acceptance by the Contractor
of said progress and workmanship as being satisfactory for proper coordination with the Work.
E. If the Contractor notifies the Owner, in writing, that another contractor on the
Site is failing to coordinate the work of said contractor with the Work, the Owner shall
investigate the charge. If the Owner finds it to be true, the Owner shall promptly issue such
directions to the other contractor with respect thereto as the situation may require. The Owner
shall not be liable for any damages suffered by the Contractor by reason of the other contractor's
failure to promptly comply with the directions so issued by the Owner, or by reason of another
contractor's default in perfo,mance.
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.
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ARTICLE 10 -- PROTECTION OF RIGHTS, PERSONS AND PROPERTY
Section 10.01 - Accidents and Accident Prevention
A. The Contractor shall at all times take reasonable precautions for the safety of
persons engaged in the performance of the work. The Contractor shall comply fully with all
applicable provisions of federal, state, and local law. The Contractor alone shall be responsible
for the safety, efficiency and adequacy of the Contractor's Work, plant, appliances and methods,
and for any damage which may result from the failure or the improper construction, maintenance,
or operation of said Work, plant, appliances and methods.
B. The Contractor shall maintain an accurate record of all cases of death,
occupational disease, and injury requiring medical attention or causing loss of time from work,
arising out of or in the course of employment on Work under the Contract, and shall immediately
notify the Owner in writing of any injury which results in hospitalization or death. The
Contractor shall supply the Owner with all Contractor and Subcontractor written accident
investigation forms and accident reports prepared.
C. The Contractor shall provide to the Project Manager, Material Safety Data
Sheets (OSHA Form 20 or the equivalent) for all chemicals to be used on site. All chemicals
requiring any precautionary measures (eg. special storage or disposal requirements, personal
protective equipment, or additional ventilation), shall be brought to the attention of Cornell
University for review and approval, prior to their use on site.
1. All chemicals brought on site by the Contractor shall be clearly labeled. The
label shall state the identity of the chemical, any associated hazards, and the
Contractor's name.
2. All Contractor employees who are using chemicals shall be made aware of the
hazards associated with their use. Safe chemical handling procedures in
accordance with OSHA or other governmental agencies, and manufacturer's
recommendations shall be used at all times.
3. The Contractor shall dispose of all chemicals in accordance with EPA and
Cornell University requirements, regardless of the size of the container or the
quantity of waste, and must receive prior approval of Cornell University.
D. The Contractor shall be responsible for the initiation, maintenance and
supervision of safety precautions and programs in connection with the Work.
E. The Contractor shall, at all times, guard the Owner's property from injury or loss
in connection with the Work. The Contractor shall, at all times, guard and protect the
Contractor's Work. The Contractor shall replace or make good any said loss or injury unless said
loss or injury is caused directly by the Owner.
F. The Contractor shall have full responsibility to install, protect and maintain all
materials and supplies in proper condition and forthwith repair, replace and make good any
damage thereto until Final Acceptance.
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Section 10.02 - Adjoining Property
A. The Contractor shall be required to protect all the adjoining property and to
repair or replace any such properties damaged or destroyed by the Contractor, its employees or
subcontractors thereof, by reason of, or as a result of activities under, for or related to the
Contract.
Section 10.03 - Emergencies
A. In case of an emergency which threatens loss or injury to persons or property,
the Contractor will be allowed to act, without previous instructions from the Owner, in a diligent
manner, to the extent required to avoid or limit such loss or injury, and the Contractor shall
notify the Owner immediately thereafter of the action taken.
Section 10.04 - Bonds
A. Before commencing the performance of any work covered by the Contract, the
Contractor shall furnish to the Owner any required Bonds. The failure of the Contractor to
supply the required Bonds within ten (10) days after the Contract signing shall constitute a
default.
Section 10.05 - Risks Assumed by the Contractor
A. Indemnification. To the fullest extent permitted by law, the Contractor
shall indemnify and hold harmless the Owner and its agents and employees from and against all
claims, damages, losses, fines, and expenses, including attorneys' fees, arising out of or resulting
from the performance of the work including, but not limited to, those arising out of bodily or
personal injury, sickness, disease, death, or injury or destruction of tangible property, including
the loss of use resulting therefrom, to which the Owner, its agents or employees may be
subjected by reason of any negligent act or omission, willful misconduct, violation of law, or
breach of this Contract by the Contractor, or any of its subcontractors, anyone directly or
indirectly employed by any of them, or anyone for whose acts any of them may be liable,
regardless of whether or not it is caused in part by the Owner, except to the extent caused by
Owner's own negligence.
1. In the event that any party is requested but refuses to honor the
indemnity obligations hereunder, then the party indemnifying shall, in addition
to all other obligations, pay the cost of bringing any such action, including
attorneys' fees, to the party requesting indemnity.
B. Neither the Owner's final acceptance of the work to be performed hereunder nor
the making of any payment shall release the Contractor from its obligations under this Section.
The enumeration elsewhere in the Contract of particular risks assumed by the Contractor or of
particular claims for which the Contractor is responsible shall not be deemed to limit the effect of
the provisions of this Section or to imply that the Contractor assumes or is only responsible for
risk or claims of the type enumerated.
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Section 10.06 - Contractor's Compensation and Liability Insurance
A. The Contractor shall procure and maintain, at its own cost and expense, until
final acceptance by the Owner of all the work covered by this Contract, the following kinds of
insurance:
1. Worker's Compensation Insurance. A policy complying with the
requirements of the laws of the State of New York and any other laws that may
be applicable thereto, including Coverage B - Employer's Liability with a limit of
not less than $1,000,000.
2. Contractor's Comprehensive General Liability Insurance. A standard
comprehensive general liability insurance policy, with contractual, completed
operations, explosion, collapse and underground property damage coverage's
issued to and covering the liability of the Contractor for all work and operations
under this Contract, all obligations assumed by the Contractor under this
Contract and all damage to work performed by subcontractors on your behalf.
The Contractor shall provide Broad Form Comprehensive General Liability
Insurance, and the Owner shall be an additional insured in the policy. The
policy shall include cross liability coverage and shall be endorsed to indicate that
it is primary coverage. The completed operations coverage's shall be maintained
for not less than two years after acceptance of the work. The coverage under
such policy shall be not less than a combined single limit for Bodily Injury and
Property Damage as follows, or such limits carried by the Contractor, whichever
is greater:
BODILY INJURY AND PROPERTY
DAMAGE LIABILITY (BROAD FORM)
$ 5,000,000 Each Occurrence
$ 5,000,000 Aggregate
3. Automobile Liability Insurance. A policy covering the use in connection
with the work covered by the Contract Documents of all owned, non -owned and
hired vehicles bearing, or, under the circumstances under which they are being
used, required by the Motor Vehicle Laws of the State of New York to bear
license plates. The coverage under such policy shall be not less than a combined
single limit for Bodily Injury and Property Damage of:
BODILY INJURY AND
PROPERTY DAMAGE LIABILITY
$ 1,000,000 Each Person
$ 1,000,000 Each Accident
B. In addition to maintaining all of the above insurances, the Contractor shall
indemnify and hold harmless the Owner and its agents and employees from and against liability,
including additional premium due because of the Contractor's failure to maintain coverage limits
as required under this section.
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C. Insurance similar to that required of the Contractor shall be provided by or on
behalf of all subcontractors to cover their own operations performed under this Contract. The
Contractor shall be held responsible for any modifications in these insurance requirements as
they apply to subcontractors.
D. Before commencing the performance of any work covered by the Contract, the
Contractor shall furnish to the Owner a current certificate or certificates, in duplicate, of the
insurance required under the foregoing provisions including copies of subcontractor's
certificates. Such certificates shall be on a form prescribed by the Owner, shall list the various
coverage's and shall contain, in addition to any provisions hereinbefore required, a provision that
the policy shall not be changed or cancelled and that it will be automatically renewed upon
expiration and continued in force until final acceptance by the Owner of all the work covered by
the Contract, unless the Owner is given thirty (30) days written notice to the contrary. Upon
renewal of each of the Contractor's insurance coverage's, the Owner shall be provided with a
new certificate of insurance showing such renewal. Certificates and written notices shall be
directed to the Office of Facilities Contracts. The Contractor shall furnish the Owner with a
certified copy of each policy including any and all exclusions to such policy.
E. If at any time any of the above required insurance policies should be cancelled,
terminated or modified so that insurance is not in effect as above required, then, if the Owner
shall so direct, the Contractor shall suspend performance of the work covered in the Contract. If
the said work is so suspended, no extension of time shall be due on account thereof. The Owner
may, at its option, obtain insurance affording coverage equal to that above required, at the
Contractor's expense.
Section 10.07 - Liability Insurance of the Owner
A. The Owner, at its own cost and expense, shall procure and maintain such liability
insurance as will, in its opinion, protect the Owner from its contingent liability to others for
damages because of bodily injury, including death, and property damage which may arise from
operations under this Contract.
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Section 10.08 - Owner's and Contractor's Responsibilities for Fire and Extended Coverage
Insurance Hazards
A. The Contractor shall purchase and maintain in force a builders risk insurance
policy on the entire work. Such insurance shall be written on a completed value form and in an
amount equal to the initial contract sum and modified by any subsequent modifications to the
contract sum. The insurance shall name Cornell University and the State of New York, all
subcontractors and sub- subcontractors. The insurance policy shall contain a provision that the
insurance will not be cancelled or allowed to expire until the Contractor has given at least thirty
(30) days prior written notice to Cornell University. The insurance shall cover the entire work at
the site, including reasonable compensation for architects services and expenses made necessary
by an insured loss. Insured property shall include portions of the work located away from the site
and in transit to the site. The policy shall cover the cost of removing debris and demolition as
may be legally necessary. The policy shall cover any boiler or machinery loss which may be
suffered during installation and until final acceptance. The insurance required shall be written to
cover "all risk" of physical loss including a loss due to collapse. Any deductible shall be the
responsibility of the Contractor but in no case shall the deductible be more than $10,000 unless
Cornell University has agreed to a higher deductible. The Contractor shall provide to Cornell
University a certificate of insurance and a summary of coverage's including all endorsements and
exclusions prior to commencement of the work. Once the policy is received, the Contractor shall
provide a copy of such policy to Cornell University. There shall be a mutual waiver of recovery
between Cornell University, the Contractor and all other parties to the extent such losses are
covered by the builders risk policy. If Cornell University wishes to occupy the building prior to
final acceptance and if the policy contains a provision which limits coverage for such partial
occupancy, the parties agree work together to obtain consent of the insurance company for such
partial occupancy or use under mutually acceptable terms.
B. Losses, if any, under such insurance shall be payable to the Owner.
C. The Contractor shall be responsible for any and all loss of materials connected
with the construction due to unexplainable disappearance, theft or misappropriation of any kind
or nature.
D. The foregoing provisions shall not operate to relieve the Contractor and
subcontractors of responsibility for any loss or damage to their own or rented property or
property of their employees, of whatever kind or nature, or on account of labor performed under
the Contract incident to the repair, replacement, salvage, or restoration of such items, including
but not limited to tools, equipment, forms, scaffolding, and temporary structures, including their
contents, regardless of ownership of such contents, except for such contents as are to be included
in and remain a part of the permanent construction. The Owner shall in no event be liable for
any loss or damage to any of the aforementioned items, or any other property of the Contractor,
subcontractors and the Architect, or employees, agents, or servants of same, which is not to be
included in and remain a part of the permanent construction. The Contractor and subcontractors
severally waive any rights of recovery they may have against the Owner and the Architect for
damage or destruction of their own or rented property, or property of their employees of
whatever kind or nature.
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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 teiiii "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.
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B. The final certificate of the Architect shall certify that the Contract has been
completed within the stipulated time, and shall not be issued until all drawings and specifications
have been returned to the Owner. The issuance of said certificates, however, or any payments
made thereon shall not lessen the total responsibility of the Contractor to complete the work to
the satisfaction of the Owner in accordance with the Contract.
C. Payments on the Contract Price shall be made each month as the work progresses
in accord with the following procedure:
1. The Contractor's schedule of values, including quantities, aggregating
the total Contract Price, divided so as to facilitate payments to subcontractors as
specified herein, shall be the basis for monthly progress payments. This
schedule, attached hereto as Exhibit "B" and made a part of the Contract
Documents, when approved by the Owner and Architect shall be used as a basis
for progress payments. In applying for payments, the Contractor shall submit a
statement based upon this approved schedule.
2. (a) On a date agreed upon by the Owner, Architect, and Contractor, a
meeting shall be held by the Owner to review the work completed and
materials on hand. This meeting shall review each item to be submitted
by the Contractor in the requisition for payment.
(b) On the first day of each month, or as soon thereafter as practicable,
the Contractor shall submit a written statement, including Contract
Number, full name of the project and the name of the Owner's
Representative as set forth in Article 15, Section 15.08, in approved
format to the Architect with five (5) copies, setting forth in detail the
cost of the work done and materials delivered to the job site up to and
including the last day of the previous month and shall make application
for payment of ninety percent (90%) of the amount of said statement,
less the aggregate of all previous payments made by the Owner against
the Contract Price.
(c) Each statement and application shall be accompanied by duplicate
copies of an affidavit, executed by the Contractor, certifying that the
statement is true and correct, and that all bills for labor, and materials
incorporated in or delivered to the job, due and payable at the time of the
preceding progress payment, have been paid. Before final payment is
made, the Contractor shall submit evidence that all payrolls, material
bills and other indebtedness incurred in connection with the Contract
have been paid, including final waivers of any liens.
(d) If, pursuant to a prior written agreement with the Owner, payments
are requested on account of materials or equipment not incorporated in
the work which have been delivered and suitably stored at the site, or at
some other location, such payments shall be conditioned upon
submission by the Contractor of bills of sale, insurance certificates,
notice of bonded warehousing, in accordance with Exhibit "H". The
Contractor shall bear the cost of transporting materials stored off-site to
the site.
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3. Each such application for payment shall be subject to the review and
approval of the Architect. If the Architect finds that the affidavit and application
for payment are acceptable and that all the above requirements in connection
therewith have been complied with, the Architect shall, within seven (7) calendar
days after receiving such application for payment, certify to the Owner that the
payment applied for is due and payable to the Contractor.
The Architect shall submit the approved applications for payment to:
Facilities Contracts
121 Humphreys Service Building
Cornell University
Ithaca, New York 14853
4. The issuance of a Certificate for Payment constitutes a representation by
the Architect to the Owner, based on the date of the Application for Payment,
that the work has progressed to the point indicated, that, to the best of their
knowledge, information, and belief, the quality of the work is in accordance with
the Contract Documents and that the Contractor is entitled to payment in the
amount certified.
After the Architect has issued a Certificate for Payment, the Owner shall
make payment in the manner provided in the Agreement within thirty (30)
calendar days of receipt of the approved Certificate from the Architect.
However, by issuing a Certificate for Payment, the Architect shall not
hereby be deemed to represent that the Architect has made exhaustive or
continuous on-site inspections to check the quality or quantity of the work or that
the Architect has reviewed the construction means, methods, techniques,
sequences, or proceedings or that the Architect has made any examination to
ascertain how or for what purpose the Contractor has used the monies previously
paid on account of the Contract Sum.
5. Any reduction with respect to retention shall be done in accordance with
the Change Order provisions as outlined in Article 4 of these General
Conditions. The Contractor shall submit to the Owner a written request for such
reduction including a Consent of the Surety for such reduction.
6. The remaining ten percent (10%) of the value of the work done and
materials furnished and installed under this Agreement shall be retained by the
Owner as part security for the faithful performance of the Contractor's work
within the time specified, and shall be paid as indicated in Section 12.04.
D. "Schedule of Amounts for Contract Payments" and "Schedule Contractors
Monthly Requisitions" (AIA Document G702; Application and Certificate for Payment) must be
submitted, in the form as those contained herein as Exhibit "D", to comply with requirements for
tax exemption.
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Section 12.02 - Withholding Payments
A. The Owner may, on account of subsequently discovered evidence, withhold or
nullify the whole or a part of any Certificate to such extent as may be necessary to protect the
Owner from loss on account of:
1. Defective work not remedied.
2. To assure payment of just claims of any persons supplying labor or
materials for the work and to discharge any lien filed against the Owner's
property.
3. A reasonable doubt that the Contract can be completed for the balance of
the Contract Price then unpaid.
4. Damage to another Contractor.
5. Unsatisfactory prosecution of the work by the Contractor.
6. Failure to provide and maintain an acceptable Critical Path Method
Network Schedule.
Section 12.03 — Documents and Conditions Precedent to Final Payment
A. As -Built Documentation
1. Prior to acceptance by the Owner of all work covered by the Contract, the
Contractor shall furnish to the Owner through the Architect one (1) set of
current reproducible full-size Contract Drawings on which the Contractor has
recorded in a neat and workmanlike manner all instances where actual field
construction differs from work as indicated on the Contract Drawings.
B. Final Documentation:
1. Prior to final payment, and before the issuance of a final certificate for payment
in accordance with the provisions of these General Conditions, file the following
documents with the Owner.
a. Warranties, Bonds, Service & Maintenance Contracts and any other
extended guarantees stated in the technical sections of the Specifications.
b. Release or Waiver of Lien for the Contractor and Sub -Contractors in
accordance with Exhibit C, attached hereto.
c. Project Record Documents as defined in General Requirements Section
01 78 39.
d. Notification that Final Punch List work has been completed.
e. Manufacturers Instruction and Maintenance Manuals as defined in General
Requirements Section 01 78 23.
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Fixed Equipment Inventory as defined in General Requirements Section
01 78 22.
2. The Contractor shall also provide a CD containing scanned .pdf format and/or
Word Documents of all documentation.
Section 12.04 - Final Payment and Release
A. When the Contractor determines that the work or a designated portion thereof is
substantially complete, the Contractor shall prepare for submission to the Owner a list of items to
be completed or corrected. This list, prepared by the Contractor, shall constitute a complete
detailed list of defects and deficiencies which, when remedied, will complete all Contract
requirements. The submittal shall be accompanied by a statement to that effect.
B. The failure to include any items on such list does not alter the responsibility of
the Contractor to complete all work in accordance with the Contract Documents. When the
Architect, on the basis of an inspection, determines that the work is substantially complete, the
Architect will then prepare a Certificate of Substantial Completion.
C. Upon receipt of written notice that the work is ready for final inspection and
acceptance, the Architect will promptly make such inspection and, when the Architect finds the
work acceptable under the provisions of the Contract Documents, and the Contract fully
performed, and if bonds have been required, the written Consent of the Surety to the payment of
the balance due, and a satisfactory Release of Lien, attached hereto as Exhibit "C" and made a
part of the Contract Documents, has been submitted by the Contractor, each subcontractor and
sub -subcontractor, the Contractor will promptly issue a final Certificate for Payment, stating that
to the best of their knowledge, information, and belief, and on the basis of their observations and
inspections the work has been completed in accordance with the terms and conditions of the
Contract Documents, and that the entire balance is due and payable.
D. All prior certificates upon which progress payments may have been made, being
estimates, shall be subject to correction to the final certificate.
E. The acceptance by the Contractor of the final payment aforesaid shall constitute
a general release of the Owner and its agents or representatives from all claims and liability to
the Contractor.
ARTICLE 13 -- TAX EXEMPTION
Section 13.01 - Tax Exemption
A. The Owner is exempt from payment of Federal, State and local taxes, including
sales and compensating use taxes on all materials and supplies incorporated into the completed
Work. These taxes are not to be included in bids. This exemption does not apply to tools,
machinery, equipment or other property leased by or to the Contractor or a Subcontractor, or to
supplies and materials which, even though they are consumed, are not incorporated into the
completed Work, and the Contractor and Subcontractors shall be responsible for and pay any and
all applicable taxes, including sales and compensating use taxes, on said leased tools, machinery,
equipment or other property and upon all said unincorporated supplies and materials.
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B. The Contractor and Subcontractor shall obtain any and all necessary certificates
or other documentation from the appropriate governmental agency or agencies, and use said
certificates or other documentation as required by law, rule or regulation.
ARTICLE 14 -- GUARANTEE
Section 14.01 - Guarantee
A. The Contractor, at the convenience of the Owner, shall remove, replace and/or
repair at their own costs and expense any defects in workmanship, materials, ratings, capacities
or characteristics occurring in or to the work covered by Contract for the period of one (1) year
or within such longer period as may otherwise be provided in the Contract, the period of such
guarantee to commence with the Owner's final acceptance of all work covered under the
Contract, and the Contractor, upon demand, shall pay for all damage to all other work resulting
from such defects and all expenses necessary to remove, replace and/or repair such work which
may be damaged in removing, replacing or repairing the said defects. Acceptance means final
acceptance of the entire work, early partial occupancy notwithstanding
B. In some instances the nature of the work may require the Owner to accept
various components, equipment, spaces or phase of the project. In such cases the Contractor
shall submit a separate guarantee for the Owner's acceptance on the form attached hereto as
Exhibit "E". Upon completion of the project, the Contractor shall submit to the Owner a
guarantee for the project on the form attached hereto as Exhibit "E".
ARTICLE 15 -- STANDARD PROVISIONS
Section 15.01 - Provisions Required by Law Deemed Inserted
Each and every provision of law or clause required by law to be inserted in the Contract
shall be deemed to be inserted therein.
Section 15.02 - Laws Governing the Contract
The Contract shall be governed by the laws of the State of New York, without reference
to conflict of law principles. Any and all proceedings relating to the subject matter hereof shall
be maintained in New York State Supreme Court, Tompkins County or the federal district court
for the Northern District of New York, which courts shall have exclusive jurisdiction for such
purposes.
Section 15.03 - Assignments
The Contractor shall not assign the Contract in whole or in part without prior written
consent of the Owner.
Section 15.04 - No Third Party Rights
Nothing in the Contract shall create or shall give to third parties any claim or right of
action against the Owner, beyond such rights as may legally exist irrespective of the Contract.
25
Rev 08-2012
Section 15.05 - Waiver of Rights of Owner
A. None of the provisions of the Contract will be considered waived by the Owner
except when such waiver is given in writing.
Section 15.06 - Nondiscrimination and Affirmative Action
A. The Contractor shall submit copies of their Affirmative Action Program and the
Affirmative Action Programs of its proposed subcontractors within thirty (30) days after
execution of a contract. A meeting to review these forms will be scheduled by the Owner after
receipt of the same. Such Affirmative Action Programs must be satisfactory to the Owner. The
Contractor shall designate a Compliance Officer in their organization who shall be responsible
for implementing the Affirmative Action Program of the Contractor and its subcontractors. Said
Compliance Officer shall make such periodic, but not less than monthly, reports on the Plans'
progress and on the number of women and minority workers employed. These reports shall be
submitted to the Owner Representative on the Affirmative Action Workforce Report and
Minority - Women Utilization Report attached hereto as Exhibit "F".
B. The Contractor agrees, in addition to any other nondiscrimination provisions of
the Contract, that the Contractor shall comply fully with and shall cooperate in the
implementation of any Affirmative Action Requirements for Equal Employment Opportunity and
Minority Business Enterprises (MBE) participation required by the Owner, at no additional cost
to the Owner. Any such requirements shall be incorporated in their entirety in all subcontracts of
any tier.
C. These provisions shall be deemed supplementary to the nondiscrimination
provisions required by applicable federal and state law.
D. The Contractor shall submit for Owner approval, a plan of affirmative action
designed to assure minority group members an equal opportunity in employment and subcontract
work within thirty (30) days of contract award. The Contractor's Affirmative Action Plan must
be approved by the Owner.
E. The following forms, attached hereto as Exhibit "F" and made a part of the
Contract Documents, are to be used in submitting Affirmative Action Plans and hereby made a
part of the Contract Documents.
1. Use of MBE and WBE Vendors (Form I)
2. Summary of bid Activity with MBE and WBE Subcontractors and
Vendors (Form II)
3. Affirmative Action Workforce Report (Form III)
4. Minority -Women Utilization Report (Form IV)
This Plan is supplementary to all federal and state nondiscrimination
requirements. Cornell University is an Equal Employment Opportunity Employer.
26
Rev 03-2012
F. The goals for participation (minority and female), expressed in percentage terms
for the Contractor's aggregate work force in each trade on all construction work, are as follows:
Carpenters 4.8%
Electricians 14.1%
Laborers 7.8%
Masons 2.8%
Painters 25.7%
Plumbers 5.9%
Sheetmetal Workers 4.0%
G. The Contractor shall demonstrate compliance with these goals by submission of
the Affirmative Action Workforce Report (Exhibit F — Form III) on a monthly basis. The Prime
Contractor shall provide a single monthly report inclusive of all subcontractor information for the
project labor. On-site office personnel should not be included in the "workforce" totals. Such
forms shall be submitted to:
Facilities Contracts
121 Humphreys Service Building
Cornell University
Ithaca, New York 14853
Section 15.07 - Limitation on Actions
No action or proceeding shall be filed or shall be maintained by the Contractor
against the Owner unless said action shall be commenced within six (6) months after receipt by
the Owner of the Contractor's final requisition or, if the Contract is terminated by the Owner,
unless said action is commenced within six (6) months after the date of said termination.
Section 15.08 - Owner's Representative
The Owner shall designate a representative authorized to act in its behalf with
respect to the Project. The Owner or its representative shall examine documents and shall render
approvals and decisions pertaining thereto promptly, to avoid unreasonable delay in the progress
of the Contractor's work. Only directives from Cornell University's designated representative
(Brian C. Watson) shall be recognized by the Contractor.
27
Rev 08-2012
ARTICLE 16 -- ACCOUNTINGS, INSPECTION AND AUDIT
The Contractor agrees to keep books and records showing the actual costs incurred for
the Work. Such books and records (including, without limitation, any electronic data processing
files used by the Contractor in analyzing and recording the Work) shall be open for inspection
and audit by the Owner and its authorized representatives at reasonable hours at the Contractor's
local office or at the Owner's office, if necessary, and shall be retained by the Contractor for a
period of seven years after the Work has been completed, except that if any litigation, claim or
audit is started before the expiration date of the seven year period, the records shall be retained
until all litigation, claims or audit findings involving the records have been resolved.. Each Sub -
Contractor shall be similarly obligated to maintain, for inspection and audit by the Owner, books
and records respecting the Work. If requested by the Owner, the Contractor shall furnish copies
of any and all subcontracts, purchase orders and/or requisitions of any nature associated with the
proj ect.
ARTICLE 17 — CONTRACTOR PERFORMANCE EVALUATION
The Owner shall schedule a meeting at fifty percent (50%) based on project invoicing
and at project completion to review with the Contractor their perfonnance for the project unless
performance warrants additional reviews. The Owner shall present its review based on the
attached "Contractor Performance Evaluation", Exhibit I. The Contractor shall be given the
opportunity to provide input as to the findings of the evaluation after completion by the Owner.
ARTICLE 18 -- ROYALTIES AND PATENTS
The Contractor shall pay all royalties and license fees and shall defend all suits or claims
for infringement of any patents, and shall save Cornell University harmless from loss on account
thereof; except that Cornell University shall be responsible for all such loss when a particular
process or product is specified by Cornell University unless the Contractor shall have reason to
believe that the particular process or product infringes a patent, in which event it shall be
responsible for loss on account thereof unless it promptly provides such information to Cornell
University.
ARTICLE 19 -- CONFIDENTIALITY AND USE OF OWNER'S NAME
Section 19.01 - Release of Information
The Contractor shall not divulge information concerning the Work (including news
releases, internal house organs, applications for permits, etc.) to anyone without Cornell
University's prior written approval, except to subcontractors and suppliers to the extent that they
need such information to perform their work. The Contractor shall require a similar agreement
from each such subcontractor and supplier, requiring their compliance with the foregoing.
Cornell University reserves the right to release all information, as well as to time its release and
specify its form and content. The Contractor may obtain Cornell University's approval to release
information by submitting such request to the Cornell University Project Manager.
28
Rev 08-2012
Section 19.02 - Confidential Information
The term "Confidential Information" means all unpublished information obtained or
received from Cornell University during the term of this Contract which relates to Cornell
University's research, development, manufacturing and business affairs. The Contractor shall not
disclose confidential information to any person, except to its employees and subcontractors to the
extent that they require it in the performance of their Work, during the term of this Contract and
until authorized by Cornell University in writing. The Contractor and its subcontractors shall
hold all confidential information in trust and confidence for Cornell University, and shall use
confidential information only for the purpose of this Contract. The Contractor and its
subcontractors shall require all of their employees to whom confidential information is revealed
to comply with these provisions. The Contractor shall have an agreement with each
subcontractor, requiring their compliance with the foregoing. If it becomes necessary for the
Contractor to defend in case of litigation related to its services rendered, permission shall be
sought from Cornell University, who shall not unreasonably withhold such permission, before
any disclosures are made. This Section does not apply to information which (1) is or becomes
known in public domain or (2) is learned by the Contractor from third parties.
Section 19.03 - Use of Owner's Name
The Contractor shall not use, in its external, advertising, marketing program, or other
promotional efforts, any date, pictures, or other representation of the Owner except on the
specific written authorization in advance of the Owner's Representative.
ARTICLE 20 -- CORNELL UNIVERSITY STANDARDS OF ETHICAL CONDUCT
Cornell University expects all executive officers, trustees, faculty, staff, student
employees, and others, when acting on behalf of the university, to maintain the highest standard
of ethical conduct as per Cornell University's Policy 4.6 - Standards of Ethical Conduct, a copy
of which is available at http://finance.fs.cornell.edu/contracts/forms/contractors.cfin. 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?clientid=6357 or contact Cornell
University through EthicsPoint by dialing toll-free 1-866-293-3077.
29
Rev 08-2012
Cornell University
FacilitiesServices
CHANGE ORDER
Cornell University
Facilities Contracts
121 Humphreys Service Building
Ithaca, New York 14853
EXHIBIT "A"
Distribution to:
OWNER 0
ARCHITECT 0
CONTRACTOR 0
FIELD 0
OTHER 0
PROJECT: CHANGE ORDER NUMBER:
TO (Contractor):
You are directed to make the following changes in this Contract:
INITIATION DATE:
OWNER'S CONTRACT NO:
CONTRACT DATE:
Item No. Description Reference Amount
Not valid until signed by both the Owner and Contractor.
Signature of the Contractor indicates the Contractor's agreement herewith, including any adjustments in the Contract Price or Contract Time.
The original (Contract Price) was S
Net change by previously authorized Change Orders S
The (Contract Price) prior to this Change Order was S
The (Contract Price) will be (increased) (decreased) (unchanged) by this Change Order S
The new (Contract Price) including this Change Order will be S
The Contract Time will be (increased) (decreased) (unchanged) by
The Date of Substantial Completion as of the date of this Change Order therefore is
AUTHORIZED SIGNATURES:
CORNELL UNIVERSITY
( ) Days.
CONTRACTOR OWNER
BY BY
TITLE TITLE
DATE DATE
EXHIBIT "A-1"
CORNELL UNIVERSITY
Division of Facilities Services
Construction Contract Change Order Forms
Instructions to Change Order Documentation
Facilities Services ("FS") has created this Standard Change Contract Change Order Request and
Change Order Summary Forms to facilitate preparation of contract change orders in conformity
with construction contract requirements. The forms have been prepared to comply with contract
requirements presented in the General Conditions, dated August 2012.
The Change Order Request form shall be used by the Contractor and by all Subcontractors in
preparing their cost estimates for services associated with the Changed Work. The Contractor
shall submit to the Owner the Change Order Summary Form with all associated back-up
documentation.
Direct Cost of the Work:
1. Direct Labor — Include the "wages paid" hourly direct labor and/or foreman
necessary to perform the required change. "Wages paid" is the burdened labor rate
documented in accordance with Section 2.14 — Project Labor Rates of the General
Conditions. "Assigned Personnel or Work Crews" should be stated by trade or type of
work performed not by name of person or company title. For example carpenter, mason,
backhoe operator, etc. Supervisory personnel in district or home office shall not be
included. Supervisory personnel on the job -site, but with broad supervisory
responsibility and paid as salaried personnel, shall not be included as Direct Labor
2. Direct Material — Include the acquisition cost of all materials directly required to
perform the required change. Examples of "Unit of Measure" include square feet, cubic
yards, linear feet, days, gallons, etc.
3. Equipment — Include the rental cost of equipment items necessary to perform the
change. For company-owned equipment items, include documentation of internal rental
rates. Charges for small tools, and craft specific tools are not allowed.
Bond Premiums
The Contractor's actual documented bond premium rate shall be added to all direct and
indirect costs of the proposed change.
Overhead & Profit
The Contractor's overhead & profit rate shall be added to all direct and indirect costs of
the proposed change in accordance with the Contract.
CORNELL UNIVERSITY
FACILITIES SERVICES
EXHIBIT "A-1"
CONSTRUCTION CONTRACT CHANGE ORDER REQUEST
COR
PROJECT TITLE: CONTRACT NO.
Narae of Contractor/Subcontractor performing Work:
DESCRIPTION OF WORK:
A. DIRECT COST OF WORK:
1 LABOR (Attach Supporting Documentation)
ASSIGNED PERSONNEL OR WORK CREW
1 MATERIAL (Attach Supporting Documentation)
MATERIAL REQUIRED FOR CHANGE
3 EQUIPMENT (Attach Supporting Docme,tation)
EQUIPMENT REQUIRED FOR CHANGE
4 OVERHEAD AND PROFIT
5 BOND PREMIUM
OURLY WAGE
RATE P.
HO
'0
LABOR TOTAL
UNTI
PRICE
UNIT OF
NIT ASURE
REQUIRED
UNITS
MATERIAL TOTAL
UraTT
PRICE
UNIT OF
MEASURE
REQUIRED
UNITS
EQ1UIPMENT TOTAL
DIRECT COST (SUM 1. 2, 3)
OH&P Rate
Bond Premium Rate
TOTAL COST II
TOTAL
COST
111111111111111M01
TOTAL
COST
TOTAL
COST
TOTAL CONTRACT DAYS ADDED/DELETED FROM PROJECT SCHEDULE
111111111•11•11
CORNELL UNIVERSITY
FACILITIES SERVICES
EXHIBIT "A-1"
CONSTRUCTION CONTRACT CHANGE ORDER SUNDLA.RY
COR
PROJECT TITLE: CONTRACT NO.
DESCRIPTION OF WORK:
A. DIRECT COST OF WORK:
I NAME OF CONTRACTOR/SUBCONTRACTOR
PERFORMING WORE
4 PRIME CONTRACTOR OVERHEAD AND PROFIT
5 PRIME CONTRACTOR BOND PREMIUM
DIRECT COST (SUM 1, 2, 3)
OH&P Rote
Boud Premium Rate
TOTAL COST OF PROPOSED CHANGE ORDER ITEM
TOTAL CONTRACT DAYS ADDED/DELETED FROM PROJECT SCHEDULE
TOTAL
COST
H
Name of Contractor
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FINAL RELEASE
FINAL WAIVER OF CLAIMS AND LIENS AND RELEASE OF RIGHTS
Date Contract Date
EXHIBIT "C"
Project Contract Price
Address Net Extras and Deductions
City Adjusted Contract Price
County Amount Previously Paid
State Balance Due - Final Payment
The undersigned hereby acknowledges that the above Balance Due when paid represents payment in full for all
labor, materials, etc., furnished by the below named Contractor or Supplier in connection with its work on the above
Project in accordance with the Contract.
In consideration of the amounts and sums previously received, and the payment of $
being the full and Final Payment amount due, the below named Contractor or Supplier does hereby waive and release
the Owner from any and all claims and liens and rights of liens upon the premises described above, and upon
improvements now or hereafter thereon, and upon the monies or other considerations due or to become due from the
Owner or from any other person, firm or corporation, said claims, liens and rights of liens being on account of labor,
services, materials, fixtures or apparatus heretofore furnished by the below named Contractor or Supplier to the
Project. The premises as to which said claims and liens are hereby released are identified as follows:
The undersigned further represents and warrants that he/she is duly authorized and empowered to sign and execute
this waiver on his/her own behalf and on behalf of the company or business for which he/she is signing; that it has
properly performed all work and furnished all materials of the specified quality per plans and specifications and in a
good and workmanlike manner, fully and completely; that it has paid for all the labor, materials, equipment and
services that it has used or supplied, that it has no other outstanding and unpaid applications, invoices, retentions,
holdbacks, expenses employed in the prosecution of work, chargebacks or unbilled work or materials against the
Owner as of the date of the aforementioned last and final payment application; and that any materials which have
been supplied or incorporated into the above premises were either taken from its fully -paid or open stock or were
fully paid for and supplied on the last and final payment application or invoice.
The undersigned further agrees to defend, indemnify and hold harmless the Owner for any losses or expenses
(including without limitation reasonable attorneys' fees) should any such claim, lien or right of lien be asserted by the
below named Contractor or Supplier or by any of its or their laborers, material persons or subcontractors.
In addition, for and in consideration of the amounts and sums received, the below named Contractor or
Supplier hereby waives, releases and relinquishes any and all claims, rights or causes of action in equity or law
whatsoever arising out of through or under the above mentioned Contract and the performance of work pursuant
thereto.
The below named Contractor or Supplier further guarantees that all portions of the work furnished and
installed are in accordance with the Contract and that the terms of the Contract with respect to this guarantee will
remain in effect for the period specified in said Contract.
Sworn to before me this Corporation or Business Name
Day of 20 By:
Title:
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ION AND CERTIFICATE FOR
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AMOUNT CERTIFIED
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GUARANTEE
Date:
EXHIBIT "E"
In accordance with plans and specifications and the terms and conditions of our contract with Cornell
University dated , we hereby guarantee
the as found in the specifications
for , Ithaca, New York to be free
(Project Title)
from defects in materials and workmanship for the period of year(s) from
, the date of acceptance by the Owner.
(Date)
By:
Title:
(COMPANY)
EXHIBIT "F"
FORM I
C3RR
CONTRACTOR'S AFFIRMATIVE ACTION PLAN
Use of MBE and WBE Vendors
Please print or type all information,
except where a signature is required.
PROJECT:
Amount of Contract: $
Name of Prime Contract Bidder:
Address (Street, City, State and Zip Code):
Telephone Number (Including Area Code): Trade:
1. List previous Cornell University work done by your firm:
2. Do you intend to subcontract any work on this project? Yes No
A. What is the total dollar value of work you intend to subcontract?
Amount $ AND Range: From $ to $
3. Do you intend to purchase supplies and/or use vendor services?
A. What is the total dollar value of your intended purchase and/or vendor?
Amount $
AND Range: From $ to $
4. List the work you plan to subcontract in area A. below and list the items you propose to purchase
and/or vendor services you propose to use in area B. Use additional sheet(s) if required.
A. Trade Amount of Work to be B. Supplies and/or Vendor Services
Subcontracted
Trade
Amount Item Amount
$ $
EXHIBIT "F"
FORM I
5. Indicate by dollar value and percentage of contract, the total of your goal for minority and female
vendors and subcontractor participation including your goal for purchases and services. (The
percentage given should be a percentage of your total contract amount.
MBE Amount $ AND Percentage
WBE Amount $ AND Percentage
6. Indicate your goal for minority participation in the labor force by dollar value and percentage of
total monthly manpower per trade.
MBE Amount $ AND Percentage
WBE Amount $ AND Percentage
7. List MBE and WBE vendors utilized by your firm over the past five (5) years:
MBE or WBE Vendor
CONTRACT
(Indicate which) ADDRESS PROJECT TRADE AMOUNT
This space provided for any comments your organization may have regarding the utilization of MBE and
WBE vendors:
OFFICER OF PRIME CONTRACT BIDDER:
Name and Title: Date:
Signature:
9
EXHIBIT "F"
FORM II
CONTRACTOR'S AFFIRMATIVE ACTION PLAN
Summary of Bid Activity with MBE and WBE
Subcontractors and Vendors
Please print or type all information,
except where a signature is required.
PROJECT:
Name of Prime Contract Bidder:
Address (Street, City, State and Zip Code):
Contact Person (Name, Title and Telephone Number):
MBE and WBE
Subcontractor/Vendor Item/ Bid Submitted: Award Status Date of
(Indicate which) Trade Date Amount Date Amount Elimination
EXPLANATION OF ELMINATION: Include meetings held for negotiation, etc.
(Use additional sheet if necessary)
OFFICER OF FIRM:
Name and Title: Date:
Signature:
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EXHIBIT "F"
Please print or type
CORNELL UNIVERSITY
PRIME CONTRACTOR
MINORITY - WOMEN UTILITZATION REPORT
o P
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Dollar
Amount
of
WBE Contract
Trade
Women Firm
Name - Awards
Dollar Dollar % of
Prime Contractor, Craft Amount Amount Prime
Subcontractor and and/or of Minority Firm of Total_
Sub-Suheontractor's Name Trade Subcontract Name - Awards Trade MBE Contract Contract
Cornell University
Facilities *�s
EXHIBIT "G"
LABOR RATE BREAKDOWN
PROJECT =I: CONTRACT NO.
CONTRACTOR: TRADE:
Base Hourly Rate:
Payroll Taxes and Insurance
FJ.0 A.
Federal Unemployment
State Unemployment
* Worker's Compensation
* Bodity Injury & Property Damage
Disability
EFFECTIVE DATE:
EXPIRATION DATE:
% per Hour
TOTAL
Payroll Taxes and Insurance Rates: Base Rate (a) Total %
* Rates are net Contractor cost after premium discounts and esqesience moth
have been applied against mmt,al rate
Supplemental Benefits
Vacation
Health & Welfare
Pension
Annuity
Education TraMinf.
Inchistry
S per Hour
Total Hourly Fringe Benefits
Hourly Labor Rate: Base Rate Taxes/Insurance and Fringe Benefits
Adjustment for a composite rate which includes pprentioes
CONTRACTOR'S CERTIFICATION
I certify that the labor rates,insurance enumerations, labor linage amimmations and expense- are correct and in accordance with
actual and true cost immured_
Signature of Authorized F..epresemative:
Print
Print Title:
Cornell University
Facilities Services
EXHIBIT "H"
STORED MATERIALS INVOICING
DOCUMENTATION
PROJECT TITLE: CONTRACT NO.
CONTRACTOR:
REASON FOR REQUEST:
SUBCONTRACTOR:
APPLICATION FOR PAYMENT NO. DATE:
Material Identification
Description: Quanti
Provide Specific Location of Materials Stored:
2 Material Value
Attach an Invoice or Quantified Statement of Value.
Certificate of Insurance
uAttach 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
lime 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:
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GENERAL REQUIREMENTS
FOR
SCHWARTZ CENTER FOR THE PERFORMING ARTS
ROOF REPAIR PROJECT
CORNELL UNIVERSITY
ITHACA, NEW YORK
May 5, 2014
TABLE OF CONTENTS
SECTION 01 11 00 SUMMARY OF WORK 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
2.0 PRODUCTS - NOT USED 2
3.0 EXECUTION - NOT USED 2
SECTION 01 14 00 WORK RESTRICTIONS 1
1.0 GENERAL 1
1.1 RELATED DOCUMENTS 1
1.2 CONTRACTOR USE OF PREMISES 1
1.3 PARKING 2
1.4 CHANGEOVERS AND CONTINUITY OF SERVICES 2
1.5 OBSTACLES, INTERFERENCE AND COORDINATION 3
1.6 EQUIPMENT ARRANGEMENTS 4
1.7 SUPPORTS 4
1.8 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. 4
1.9 EXAMINATION OF PREMISES, DRAWINGS, ETC 4
1.10 STAND DOWN DATES 5
1.11 WORKING HOURS 6
2.0 PRODUCTS - NOT USED 6
3.0 EXECUTION - NOT USED 6
SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
1.2 DEFINITIONS 1
1.3 ACTION SUBMITTALS 2
1.4 PRODUCTS LIST 2
1.5 QUALITY ASSURANCE 2
1.6 PROCEDURES 3
1.7 EQUIVALENTS - APPROVED EQUAL 3
1.8 CONTRACTOR'S OPTIONS 4
1.9 SUBSTITUTIONS 6
1.10 COMPARABLE PRODUCTS 7
1.11 CONTRACTOR'S REPRESENTATION 8
1.12 ARCHITECT'S DUTIES 8
2.0 PRODUCTS - NOT USED 8
3.0 EXECUTION - NOT USED 8
May 5, 2014
SECTION 01 31 19 PROJECT MEETINGS 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
1.2 PRE -CONSTRUCTION MEETING 1
1.3 PROGRESS MEETINGS 3
2.0 PRODUCTS - NOT USED 4
3.0 EXECUTION - NOT USED 4
SECTION 01 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 2
2.0 PRODUCTS 3
3.0 EXECUTION - NOT USED 3
3.1 DISTRIBUTION 3
SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
1.2 SUBMITTALS 1
2.0 PRODUCTS - NOT USED 1
3.0 EXECUTION 1
3.1 EXISTING CONDITION PHOTOGRAPHS 1
3.2 PROGRESS PHOTOGRAPHS 1
3.3 FINAL COMPLETION PHOTOGRAPHS 2
May 5,2014
SECTION 01 33 00 SUBMITTAL PROCEDURES 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
1.2 SHOP DRAWINGS 1
1.3 PRODUCT DATA 2
1.4 SAMPLES 3
1.5 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS 4
1.6 CONTRACTOR RESPONSIBILITIES 4
1.7 SUBMITTAL PROCEDURES 5
1.8 RECORD SUBMITTALS 7
1.9 RESUBMISSION REQUIREMENTS 8
1.10 ARCHITECT'S DUTIES 8
1.11 DISTRIBUTION 9
2.0 PRODUCTS - NOT USED 9
3.0 EXECUTION - NOT USED 9
SECTION 01 35 29 GENERAL HEALTH & SAFETY 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
1.2 CONTRACTOR'S SAFETY PLAN 1
1.3 ASBESTOS 1
1.4 LEAD 2
1.5 SITE VISITS 2
1.6 CONFINED SPACE 2
2.0 PRODUCTS - NOT USED 2
3.0 EXECUTION - NOT USED 2
SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
1.2 RELATED SECTIONS 1
1.3 SUBMITTALS 1
1.4 JOB SITE ADMINISTRATION 1
1.5 CLEARING, SITE PREPARATION AND SITE USE 2
1.6 NOISE AND VIBRATION 2
1.7 DUST CONTROL 2
1.8 PROTECTION OF THE ENVIRONMENT 2
1.9 HAZARDOUS OR TOXIC MATERIALS 3
1.10 DISPOSAL OF WASTE MATERIAL AND TITLE 4
2.0 PRODUCTS - NOT USED 4
3.0 EXECUTION - NOT USED 4
May 5, 2014
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 3
2.0 PRODUCTS - NOT USED 5
3.0 EXECUTION - NOT USED 5
SECTION 01 41 00 REGULATORY REQUIREMENTS 1
1.0 GENERAL 1
1.1 PERMITS AND LICENSES 1
1.2 INSPECTIONS 1
1.3 COMPLIANCE 1
1.4 OWNER'S REQUIREMENTS 2
2.0 PRODUCTS - NOT USED 2
3.0 EXECUTION - NOT USED 2
SECTION 01 42 00 REFERENCES 1
1.0 GENERAL 1
1.1 INTENT OF CONTRACT DOCUMENTS 1
1.2 RELATED DOCUMENTS 1
1.3 DEFINITIONS 1
1.4 INDUSTRY STANDARDS 3
1.5 ABBREVIATIONS AND ACRONYMS 4
2.0 PRODUCTS - NOT USED 17
3.0 EXECUTION - NOT USED 17
SECTION 01 45 00 QUALITY CONTROL 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
1.2 CONTROL OF ON-SITE CONSTRUCTION 1
1.3 CONTROL OF OFF-SITE OPERATIONS 2
1.4 TESTING 3
1.5 OWNER'S REPRESENTATIVE 3
2.0 PRODUCTS - NOT USED 3
3.0 EXECUTION - NOT USED 3
SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
1.2 REQUIREMENTS OF REGULATORY AGENCIES 1
May 5, 2014
2.0 PRODUCTS 1
2.1 MATERIALS, GENERAL 1
2.2 TEMPORARY FIRST AID FACILITIES 1
2.3 TEMPORARY FIRE PROTECTION 1
2.4 CONSTRUCTION AIDS 3
2.5 TEMPORARY ENCLOSURES 3
2.6 TREE, PLANT AND LAWN PROTECTION 4
2.7 GUARDRAILS AND BARRICADES 5
2.8 PROJECT IDENTIFICATION AND SIGNS 5
2.9 SECURITY 5
2.10 FIELD OFFICES 5
3.0 EXECUTION 5
3.1 PREPARATION 5
3.2 GENERAL 6
3.3 REMOVAL 6
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 CONTRACTOR TELEPHONE SERVICE 3
2.5 TEMPORARY SANITARY FACILITIES 3
3.0 EXECUTION 3
3.1 REMOVAL 3
SECTION 01 66 00 STORAGE AND PROTECTION 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
1.2 TRANSPORTATION AND HANDLING 1
1.3 STORAGE 1
1.4 PROTECTION 2
1.5 PROTECTION AFTER INSTALLATION 2
2.0 PRODUCTS - NOT USED 2
3.0 EXECUTION - NOT USED 2
May 5, 2014
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 74 00 CONSTRUCTION WASTE MANAGEMENT 1
1.0 GENERAL 1
1.1 SUMMARY 1
1.2 DEFINITIONS 1
1.3 PERFORMANCE REQUIREMENTS 1
1.4 SUBMITTALS, GENERAL 4
1.5 ACTION SUBMITTALS 4
1.6 INFORMATIONAL SUBMITTALS 4
1.7 QUALITY ASSURANCE 5
1.8 WASTE MANAGEMENT PLAN 6
2.0 PRODUCTS - NOT USED 7
3.0 EXECUTION 7
3.1 PLAN IMPLEMENTATION 7
3.2 SALVAGING DEMOLITION WASTE 7
3.3 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL8
3.4 RECYCLING DEMOLITION WASTE 9
3.5 RECYCLING CONSTRUCTION WASTE 10
3.6 DISPOSAL OF WASTE 11
SECTION 01 77 00 PROJECT CLOSEOUT 1
1.0 GENERAL 1
1.1 INSPECTIONS 1
1.2 SUBMITTALS 2
1.3 FINAL CLEAN UP 3
1.4 MAINTENANCE STOCK 4
1.5 ON-SITE CONSTRUCTION TRAILER REMOVAL 5
2.0 PRODUCTS - NOT USED 5
May 5, 2014
3.0 EXECUTION - NOT USED 5
SECTION 01 78 22 FIXED EQUIPMENT INVENTORY 1
1.0 GENERAL 1
1.1 ROOF SYSTEM INVENTORY 1
2.0 PRODUCTS - NOT USED 2
3.0 EXECUTION - NOT USED 2
SECTION 01 78 36 WARRANTIES AND BONDS 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
1.2 SUBMITTAL REQUIREMENTS 1
1.3 FORM OF SUBMITTALS (HARD COPY) 2
1.4 FORM OF SUBMITTALS (ELECTRONIC COPY) 2
1.5 TIME OF SUBMITTALS 2
1.6 SUBMITTALS REQUIRED 2
2.0 PRODUCTS - NOT USED 2
3.0 EXECUTION - NOT USED 2
SECTION 01 78 39 RECORD DOCUMENTS 1
1.0 GENERAL 1
1.1 DESCRIPTION 1
1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES 1
1.3 RECORDING 2
1.4 SUBMITTAL 3
2.0 PRODUCTS - NOT USED 3
3.0 EXECUTION - NOT USED 3
May 5, 2014
CORNELL UNIVERSITY SECTION 01 11 00
Ithaca, New York SUMMARY OF THE WORK
SECTION 01 11 00 SUMMARY OF WORK
1.0 GENERAL
1.1 DESCRIPTION
A. Work to be Done
1. Re -work existing integral metal gutter systems and scuppers by removing and
replacing the existing system, and incorporating a secondary containment system
(liner).
2. Replace existing soldered drains at the gutters and replace with clamped type drains.
3. Re -work existing apron transition between standing seam roofs and gutters and
modify standing seam panels and underlayements as detailed.
4. Remove existing through -fastened snow rail system and replace with new non-
penetrating snow fence system.
5. Re -work thru-wall flashings and base flashings at EIFS, including removals and
patching of the EIFS.
6. Replace existing ridge caps with wider style system as shown and detailed.
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.
Schwartz Center Roof Repairs SUMMARY OF WORK
01 11 00-1
May 5, 2014
CORNELL UNIVERSITY SECTION 01 11 00
Ithaca, New York SUMMARY OF THE WORK
3. It is the intent and purpose of the Contract Documents to cover and include under
each item all materials, machinery, apparatus, and labor necessary to properly install
materials and equipment, adjust and put into perfect operation the respective portions
of the installation specified and to so interconnect the various items or sections of the
work as to form a complete and operating whole. Any equipment, apparatus,
machinery, material and small items not mentioned in detail, and labor not
hereinafter specifically mentioned, which may be found necessary to complete or
perfect any portion of the installation in a substantial manner, and in compliance with
the requirements stated, implied, or intended in the Contract Documents, shall be
furnished without extra cost to the Owner. Provide the greatest quantity, highest
quality, highest degree of safety, and most stringent material, equipment or Work.
Should the Drawings or the Specifications disagree in themselves or with each other,
the Contractor shall provide the better quality or greater quantity of work and/or
materials unless otherwise directed by written addendum to the Contract.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 11 00***
Schwartz Center Roof Repairs SUMMARY OF WORK
01 11 00-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 14 00
Ithaca, New York WORK RESTRICTIONS
SECTION 01 14 00 WORK RESTRICTIONS
1.0 GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
B. The Specification Section containing the pertinent requirements of materials and methods
to achieve the Work described herein. Selected materials and equipment are specified in
the Contract Documents.
1.2 CONTRACTOR USE OF PREMISES
A. The Contractor shall carry on the Work in the manner which will cause the least
interruption to pedestrian and vehicular traffic and permit access of emergency vehicles at
all times.
B. The Work shall be scheduled and performed in such a manner that at least one lane of
traffic will be maintained on all public streets. Two flag persons, equipped with radio
communication devices, must be provided for any activity blocking a traffic lane. One lane
of traffic must be maintained at all times. Where traffic must cross open trenches, the
Contractor shall provide suitable bridges and railings; including pedestrian bridges.
C. The Contractor shall maintain 20' minimum fire lane access.
D. The Contractor shall post flag persons and suitable signs indicating that construction
operations are under way and other warning signs as may be required.
E. The Contractor shall safeguard the use by the public and Owner of all adjacent highways,
roadways and footpaths, and shall conform to all laws and regulations concerning the use
thereof, especially limitations on traffic and the movement of heavy equipment. Access to
the site for delivery of construction materials and/or equipment shall be made only at the
locations shown in the Contract Documents or approved by the Owner's Representative.
F. The Contractor shall immediately remove dirt and debris which may collect on permanent
roadways due to the Work.
G. The Contractor shall limit the extent of its activities to that area of the site defined on the
Contract Drawings as being within the Contract Limit Lines.
H. For that portion of the Work required under this Contract which must be performed in other
than the defined areas both on-site and off, including operations involving delivery and
removal of materials, the Contractor shall schedule and coordinate its activities through the
Owner's Representative, to meet the approval of the Owner and minimize disruption of the
normal scheduled activities of the occupants of adjacent spaces.
Schwartz Center Roof Repairs WORK RESTRICTIONS
01 14 00-1
May 5, 2014
CORNELL UNIVERSITY SECTION 01 14 00
Ithaca, New York WORK RESTRICTIONS
It is the Owner's expectation that the Contractor will take protective measures to minimize
damage caused by construction activities including, but not limited to, the use of personal
lifts, material handling equipment, on-site material storage, etc. All portions of the site,
including the staging area and those areas affected by the work, shall be returned to their
original condition after completion of Work. Such repair work shall include reseeding, if
required, and shall be included in the Contractor's Guaranty of Work.
J. Routes to and from the location of the Work shall be as indicated in the Contract or as
directed by the Owner's Representative. Temporary roadways shall be closed only with
prior approval of the Owner's Representative.
1.3 PARKING
A. The Owner will designate an area for Contractor parking. The Contractor shall make all
arrangements, and bear the cost, for transportation of all trade persons from the designated
parking area to the construction site as necessary.
B. It should be noted that there is a fee for all parking on the Cornell University campus. The
Contractor is responsible for the payment for all parking costs imposed by the Owner. The
Contractor should contact the Project Manager Brian C. Watson bcw32(&,,cornell.edu for
additional info,mation.
C. Contractor shall cooperate with Cornell Police and/or other police authorities having
jurisdiction, as follows:
1. Ensure parking by all employees of the Contractor, subcontractors, material suppliers,
and others connected with this project only within construction fence or the
designated parking area.
2. Prohibit employees from parking in any other areas, roads, streets, grounds, etc.
3. Discharge any employee refusing to comply with these requirements.
4. Ensure proper transportation of personnel between the designated parking area and the
construction site.
D. The Contractor shall remove from the parking area and staging area all temporary trailers,
rubbish, unused materials, and other materials belonging to the Contractor or used under the
Contractor's direction during construction or impairing the use or appearance of the
property and shall restore such areas affected by the work to their original condition, and, in
the event of its failure to do so, the same shall be removed by the Owner at the expense of
the Contractor, and the Contractor shall be liable therefore.
1.4 CHANGEOVERS AND CONTINUITY OF SERVICES
A. Make all changeovers, tie-ins and removals, etc., of any part of the Work that would affect
the continuity of operation of the adjacent services at approved times that will not interfere
with the Owner's operations. Secure approval of Owner before proceeding.
B. Make all necessary temporary connections required to perniit operation of the building
services and/or equipment. Remove the connections after need has ceased.
Schwartz Center Roof Repairs WORK RESTRICTIONS
01 14 00-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 14 00
Ithaca, New York WORK RESTRICTIONS
C. The Contractor may be permitted to make changeovers during normal working hours at the
Owner's discretion. Should the Contractor perform this Work outside of normal working
hours, no extra payment will be made for resulting overtime expenses.
D. When connecting new facilities do not shut off any existing Mechanical/Electrical facilities
or services without prior written approval of Owner's Representative.
E. The Contractor shall not, except in an emergency condition, shutdown any utility without
the express permission of the Owner's Representative. Major, affecting life safety or
outside contract limit lines, shutdowns of utilities will be performed by Cornell University
to enable Contractor to perform required work. Major shutdowns shall be defined as those
affecting life safety or which are outside the project site limits.
F. Maintain domestic water and firewater in service at all times. No service may be out for
more than twenty-four (24) hours. Maintain firewater flow capability (hose, if necessary) to
all buildings and coordinate with Cornell Utilities, Cornell Environmental Health and
Safety (EH&S), and City of Ithaca Fire Department.
G. All shutdowns to be scheduled a minimum of seven (7) calendar days in advance and
requests shall be submitted in writing to the Owner's Representative.
H. IN THE EVENT OF AN EMERGENCY WHERE THE OWNER'S REPRESENTATIVE
IS NOT AVAILABLE, THE CONTRACTOR SHALL DIAL 911 IMMEDIATELY.
1.5 OBSTACLES, INTERFERENCE AND COORDINATION
A. General
1. Plans show general design arrangement. Install work substantially as indicated and
verify exact location and elevations; DO NOT SCALE PLANS.
2. Due to small scale of Drawings, it is not possible to indicate all offsets, fittings,
changes in elevations, interferences, etc. Make necessary changes in the Work,
equipment locations, etc., after notification to the Owner's Representative and
Architect. Obtain approval from same, as part of Contract, to accommodate work to
obstacles and interferences encountered.
3. Obtain written approval for all major changes before installing. If requested, submit
at least five (5) copies of drawings, detailing all such deviations or changes.
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.
Schwartz Center Roof Repairs WORK RESTRICTIONS
01 14 00-3
May 5, 2014
CORNELL
Ithaca, New
B.
UNIVERSITY
York
Interference
SECTION 01 14 00
WORK RESTRICTIONS
1. Install work so that all items are operable and serviceable and avoid interfering with
removal of rails, filters, belt guards and/or operation of doors, etc. Provide easy and
safe access to valves, controllers, motor starters and other equipment requiring
frequent attention.
1.6 EQUIPMENT ARRANGEMENTS
1.7
A.
B.
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 "design equipment",
even though other manufacturers' names are mentioned.
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.
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.
1.8 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.
1.9 EXAMINATION OF PREMISES, DRAWINGS, ETC.
A. Before Submitting Proposal
1. Examine all Drawings and Specifications relating to Work of all trades to determine
scope and relation to other work.
Schwartz Center Roof Repairs WORK RESTRICTIONS
01 14 00-4
May 5, 2014
CORNELL UNIVERSITY SECTION 01 14 00
Ithaca, New York WORK RESTRICTIONS
2. Examine all existing conditions affecting compliance with Plans and Specifications,
by visiting site and/or building.
3. Ascertain access to site, available storage and delivery facilities.
B. Before Commencing Work on Any Phase or in any Area
1. Verify all governing dimensions at site and/or building.
2. Inspect all adjacent work.
C. Tender of Proposal Confirms Agreement
1. All items and conditions referred to herein and/or indicated on accompanying
Drawings.
2. No consideration, additional monies or time extensions will be granted for alleged
misunderstanding.
1.10 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 24, 2014
® Sunday, May 25, 2014
▪ Saturday, May 23, 2015
Sunday, May 24, 2015
b. Reunion Weekend
® Saturday, June 7, 2014
® Sunday, June 8, 2014
c. Study and Exam Periods:
• December 8 - 20, 2013
• May 5 - 16, 2014
d. Student Related Activities:
® Residence Halls Open August 22, 2014
2. Student and Academic Services
August 22, 2014
May 5 - 16, 2014
Residence Halls Open
Study/Exam period
Schwartz Center Roof Repairs WORK RESTRICTIONS
01 14 00-5
May 5, 2014
CORNELL UNIVERSITY SECTION 01 14 00
Ithaca, New York WORK RESTRICTIONS
1.11 WORKING HOURS
A. Normal work hours are 6:00 AM -dusk Monday -Saturday except during above noted
restrictions. This means that Contractor shall not permit any noise generating activities that
could disturb residents to take place outside of these hours. Should any conditions
necessitate work to extend beyond these hours — Contractor may submit a detailed written
request with reasonable advance notice to Cornell. Cornell (at its sole discretion) may issue
a written relaxation of the above but Contractor is advised never to assume that it will be
granted.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 14 00***
Schwartz Center Roof Repairs WORK RESTRICTIONS
01 14 00-6
May 5, 2014
CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall furnish and install the products specified, under the options and
conditions for substitutions stated in this Section.
1.2 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction
from those required by the Contract Documents and proposed by Contractor.
1. Substitutions for Cause: Changes proposed by Contractor that are required due to
changed Project conditions that are beyond the Contractor's control, such as
unavailability of product, or regulatory changes.
a. Products that are not available from Contractor's preferred suppliers, does not
constitute unavailability of product.
2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are
not required in order to meet other Project requirements but may offer advantage to
Contractor or Owner.
B. Products: Items obtained for incorporating into the Work, whether purchased for Project or
taken from previously purchased stock. The term "product" includes the terms "material,"
"equipment," "system," and terms of similar intent.
1. Named Products: Items identified by manufacturer's product name, including make or
model number or other designation shown or listed in manufacturer's published
product literature that is current as of date of the Contract Documents.
2. New Products: Items that have not previously been incorporated into another project
or facility. Items salvaged from other projects are not considered new products.
Items that are manufactured or fabricated to include recycled content materials are
considered new products, unless indicated otherwise.
3. Comparable Product: Product that is demonstrated and approved through submittal
process to have the indicated qualities related to type, function, dimension, in-service
performance, physical properties, appearance, and other characteristics that equal or
exceed those of specified product.
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CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
C. Basis -of -Design Product Specification: A specification in which a specific manufacturer's
product is named and accompanied by the words "basis -of -design product," including make
or model number or other designation, to establish the significant qualities related to type,
function, dimension, in-service performance, physical properties, appearance, and other
characteristics for purposes of evaluating comparable products of additional manufacturers
named in the specification.
1.3 ACTION SUBMITTALS
A. Substitution Requests: Submit indicated number of copies of each Substitution Request
Form, attached hereto, for consideration. Identify product or fabrication or installation
method to be replaced. Include Specification Section number and title and Drawing
numbers and titles.
1. In addition to submission of Substitution Request Form, substitutions shall be listed
on the Bid Form with description, specification references, and corresponding change
in base bid
1.4 PRODUCTS LIST
A. Within thirty (30) days after the award of Contract, submit to the Architect five copies of a
complete list of products which are proposed for installation.
B. Tabulate the products by listing under each specification section title and number.
C. For products specified only by reference standards, list for each such product:
1. Name and address of the manufacturer.
2. Trade name.
3. Model or catalog designation.
4. Manufacturer's data:
a. Reference standards.
b. Performance test data.
1.5 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed
substitution with related products and materials. Engage a qualified testing agency to
perform compatibility tests recommended by manufacturers.
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.
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CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
1. Contractor is responsible for providing products and construction methods compatible
with other products and construction methods.
2. If a dispute or compatibility issue arises over concurrently selectable but incompatible
products, Architect will determine which products shall be used.
1.6 PROCEDURES
A. Coordination: Modify or adjust affected work as necessary to integrate work of accepted
substitutions and approved comparable products.
1.7 EQUIVALENTS — APPROVED EQUAL
A. Equivalents or Approvals - General
1. The words "similar and equal to", or "or equal", "equivalent" and such other words of
similar content and meaning shall for the purposes of this Contract be deemed to mean
similar or equivalent to one of the named products. For the purposes of Paragraph A
and B of this Section 1.4 and for the purposes of Bidding Documents, the work
"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.
5. Request for approval of proposed equivalents will be received by the Architect only
from the Contractor.
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CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
B. Equivalents or Approvals After Bidding
1. Request for approval of proposed equivalents will be considered by the Architect after
bidding only in the following cases: (a) the named product cannot be obtained by the
Contractor because of strikes, lockouts, bankruptcies or discontinuance of
manufacturer and the Contractor makes a written request to the Architect for
consideration of the proposed equivalent within ten (10) calendar days of the date it
ascertains it cannot obtain the named product; or (b) the proposed equivalent is
superior, in the opinion of the Architect, to the named product; or (c) the proposed
equivalent, in the opinion of the Architect, is equal to the named product and its use is
to the advantage of the Owner, e.g., the Owner receives an equitable credit, acceptable
to it, as a result of the estimated cost savings to the Contractor from the use of the
proposed equivalent or the Owner determines that the Contractor has not failed to act
diligently in placing the necessary purchase orders and a savings in the time required
for the completion of the construction of the Project should result from the use of the
proposed equivalent; or (d) the proposed equivalent, in the opinion of the Architect, is
equal to the named product and less than ninety (90) calendar days have elapsed since
the Notice of Award of the Contract.
2. Where the Architect pursuant to the provisions of this Section 1.4 approves a product
proposed by the Contractor and such proposed product requires a revision or redesign
of any part of the work covered by this Contract, all such revision and redesign and all
new Drawings and details required therefore shall be subject to approval of the
Architect and shall be provided by the Contractor at its own cost and expense.
3. Where the Architect pursuant to the provisions of this Section approves a product
proposed by the Contractor and such proposed product requires a different quantity
and/or arrangement of duct work, piping, wiring, conduit or any other part of the work
from that specified, detailed or indicated in the Contract Documents, the contractor
shall provide the same at its own cost and expense.
1.8 CONTRACTOR'S OPTIONS
A. 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.
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CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
b. Non -restricted List (Available Products): Where Specifications include
paragraphs or subparagraphs titled "Available Products" or that include the
phrase "include, but are not limited to, the following", and include a list of
names of both available manufacturers and products, provide one of the products
listed, or an unnamed product, that complies with requirements. Comply with
requirements in "Comparable Products" Article for consideration of an unnamed
product.
2. Manufacturers:
a. Restricted List ,(Manufacturers): Where Specifications include paragraphs or
subparagraphs titled "Manufacturers" or that include the phrase "provide
products by one of the following", and include a list of manufacturers' names,
provide a product by one of the manufacturers listed that complies with
requirements. Comparable products for Contractor's convenience will not be
considered.
Substitutions may be considered, unless otherwise indicated.
b. Non -restricted List (Available Manufacturers): Where Specifications include
paragraphs or subparagraphs titled "Available Manufacturers" or that include
the phrase "include, but are not limited to, the following", and include a list of
available manufacturers, provide a product by one of the manufacturers listed, or
a product by an unnamed manufacturer, that complies with requirements.
Comply with requirements in "Comparable Products" Article for consideration
of an unnamed manufacturer's product.
3. Basis -of -Design Product: Where Specifications name a product, or refer to a product
indicated on Drawings, and include a list of manufacturers, provide the specified or
indicated product or a comparable product by one of the other named manufacturers.
Drawings and Specifications indicate sizes, profiles, dimensions, and other
characteristics that are based on the product named.
a. Restricted List (List of Manufacturers): Where Specifications include
paragraphs or subparagraphs titled "Basis -of -Design Product", and include a list
of other manufacturers' names, provide the specified or indicated product or a
comparable product by one of the other named manufacturers that complies with
requirements.
- Comply with requirements in "Comparable Products" Article for
consideration of an unnamed product by one of the other named
manufacturers.
Substitutions may be considered, unless otherwise indicated.
b. Non -restricted List (No List of Manufacturers): Where Specifications include
paragraphs or subparagraphs titled "Basis -of -Design Product", and do not
include a list of other manufacturers' names, provide the specified or indicated
product or a comparable product by another manufacturer that complies with
requirements. Comply with requirements in "Comparable Products" Article for
consideration of an unnamed manufacturer's product.
Schwartz Center SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-5
Roof Repairs May 5, 2014
CORNELL
Ithaca, New
C.
D.
UNIVERSITY
York
SECTION 01 25 00
SUBSTITUTIONS AND PRODUCT OPTIONS
For products specified by naming one or more products or manufacturers and stating "or
equal", the Contractor shall submit a request as for substitutions, for any product or
manufacturer not specifically named. Such substitution shall have been listed on Bid Form
as required in Instructions to Bidders. If not so listed, no substitution will be allowed.
For products specified by naming only one product and manufacturer, no option and no
substitution will be considered unless listed on the Bid Form as provided in the Instructions
to Bidders.
1.9 SUBSTITUTIONS
A.
B.
C.
Substitutions for Cause: Submit requests for substitution immediately on discovery of need
for change, but not later than 21 days prior to time required for preparation and review of
related submittals.
Substitutions for Convenience: Submit requests for substitution within thirty (30) days of
contract award.
Submit a separate request for each substitution in triplicate. Support each request with:
1. Completed "Substitution Request Form" in approved format attached at end of this
Section.
2. Complete data substantiating compliance of the proposed substitution with
requirements stated in Contract Documents:
a. Product identification, including manufacturer's name and address.
b. Manufacturer's literature; identify:
Product description.
- Reference standards.
- Perfou,iance and test data.
c. Samples, as applicable.
d. Name and address of similar projects on which product has been used, and the
date of each installation.
3. An itemized comparison of the proposed substitution with the product specified listing
any variations.
4. Data relating to any changes in the construction schedule.
5. The effect of the substitution on each separate contract of the Project.
6. List any changes required in other work or projects.
7. Designate any required license fees or royalties.
8. Designate availability of maintenance services, and source of replacement materials.
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May 5, 2014
CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
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.
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CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
1.11 CONTRACTOR'S REPRESENTATION
A. In making a formal request for a substitution the Contractor represents that:
1. By submitting Shop Drawings, Product Data, Samples and similar submittals, the
Contractor thereby represents that he has determined and verified all dimensions,
quantities, field dimensions, relations to existing work, coordination with work to be
installed later, coordination with information on previous Shop Drawings, Product
Data, or Samples and compliance with all the requirements of the Contract
Documents. The accuracy of all such information is the responsibility of the
Contractor.
2. The Contractor has personally investigated the proposed product and has determined
that it is equal to or superior in all respects to that specified.
3. The Contractor will provide the same warranties or bonds for the substitution as for
the product specified.
4. The Contractor will coordinate the installation of an accepted substitution into the
Work, and will make such changes as may be required for the Work to be complete in
all respects.
5. The Contractor waives all claims for additional costs related to the substitution which
may subsequently become apparent.
1.12 ARCHITECT'S DUTIES
A. Review Contractor's requests for substitutions with reasonable promptness.
B. Transmit evaluations and recommendations to the Owner, so that the Owner can notify the
Contractor of the decision for acceptance or rejection of the request for substitution.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 25 00***
Schwartz Center SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-8
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 0131 19
Ithaca, New York PROJECT MEETINGS
SECTION 01 31 19 PROJECT MEETINGS
1.0 GENERAL
1.1 DESCRIPTION
A. The Owner will schedule and administer pre -construction meeting, periodic progress
meetings, and specially called meetings throughout the progress of the work.
1. Prepare agenda for meetings.
2. Distribute written notice of each meeting four days in advance of meeting date.
3. Make physical arrangements for meetings.
4. Preside at meetings.
5. Record the minutes; include all significant proceedings and decisions.
6. Duplicate and distribute copies of minutes after each meeting.
a. To all participants in the meeting.
b. To all parties affected by decisions made at the meeting.
c. To the Architect.
B. Representatives of Contractor, subcontractors and suppliers attending the meetings shall be
qualified and authorized to act on behalf of the entity each represents.
1.2 PRE -CONSTRUCTION MEETING
A. Schedule at least fifteen (15) days after date of Notice to Proceed.
B. Location: A central site, convenient for all parties.
C. Attendance:
1. Owner's Representative(s)
2. Contractor(s)
3. Architect and its professional consultants
4. Commissioning Agent
5. Major Subcontractors
6. Major suppliers
Schwartz Center Roof Repairs PROJECT MEETINGS
01 31 19-1
May 5, 2014
CORNELL UNIVERSITY SECTION 01 31 19
Ithaca, New York PROJECT MEETINGS
7. Safety Representatives for the Owner and Contractor
8. Commissioning Agent
D. Minimum Agenda:
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 Info,i,iation
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
Schwartz Center Roof Repairs PROJECT MEETINGS
01 31 19-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 31 19
Ithaca, New York PROJECT MEETINGS
10. Temporary utilities
11. Safety and first-aid procedures
a. Site specific safety plan
12. Security procedures
13. Housekeeping procedures
14. Affirmative Action Plan and Reporting requirements
1.3 PROGRESS MEETINGS
A. Schedule regular periodic meetings on the site, not less than once every two weeks
throughout the Construction period.
B. Attendance:
1. Architect
2. Architect's professional consultants when, in the opinion of the Owner, needed
3. General Contractor, including Site Superintendent
4. Owner's Representatives
5. Commissioning Agent, as appropriate to agenda
6. Subcontractors as appropriate to the agenda
7. Suppliers as appropriate to the agenda
8. Safety Representative
C. Minimum Agendum:
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
Schwartz Center Roof Repairs PROJECT MEETINGS
01 31 19-3
May 5, 2014
CORNELL UNIVERSITY SECTION 0131 19
Ithaca, New York PROJECT MEETINGS
10. Coordination of schedules
11. Review submittal schedules; expedite as required
12. Maintenance of quality standards
13. Building Commissioning
14. Review status of all issued proposal requests and change orders
15. Review proposed changes for:
a. Effect on Construction Schedule and on completion date
b. Effect on other contracts of the Project
16. Other business
D. All decisions, instructions, and interpretations given by the Architect/Engineer or its
representative at these meetings shall be binding and conclusive on the Contractor.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
****END OF SECTION 01 31 19***
Schwartz Center Roof Repairs PROJECT MEETINGS
01 31 19-4
May 5, 2014
CORNELL UNIVERSITY SECTION 0132 16
Ithaca, New York CONSTRUCTION SCHEDULE
SECTION 01 32 16 CONSTRUCTION SCHEDULE
1.0 GENERAL
1.1 SUMMARY
A. The Contractor shall, within 15 days after award of the Contract, 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. Removals by location
b. Installation by location for each trade
Schwartz Center Roof Repairs CONSTRUCTION SCHEDULE
01 32 16-1
May 5, 2014
CORNELL UNIVERSITY SECTION 01 32 16
Ithaca, New York CONSTRUCTION SCHEDULE
c. Punch list expectation by location
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
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.
Schwartz Center Roof Repairs CONSTRUCTION SCHEDULE
01 32 16-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 32 16
Ithaca, New York CONSTRUCTION SCHEDULE
1. Owner will review schedules and return review copy within ten (5) 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 (15) calendar days after date of
commencement of work.
D. Submit all schedules electronically for this project
2.0 PRODUCTS
3.0 EXECUTION — NOT USED
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***
Schwartz Center Roof Repairs CONSTRUCTION SCHEDULE
0132 16-3
May 5, 2014
CORNELL UNIVERSITY SECTION 01 32 33
Ithaca, New York PHOTOGRAPHIC DOCUMENTATION
SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall provide existing condition photographs taken before commencement
of Work, progress photographs taken periodically during progress of the Work, and final
photographs upon completion and full occupancy of the building.
1.2 SUBMITTALS
A. Progress Submittals
1. Key Plan: Submit key plan of Project area and building with notation of vantage
points marked for location and direction of each photograph.
2. Submit digital photograph electronic files, organizationally filed by week.
3. Submit image files within five days of taking photographs.
4. Each photograph shall be identified with project title, date, and a description of the
view.
B. Closeout Submittals
1. Record Photograph Submittal Format: Compile all photographs taken throughout the
work and submit in CD format. Submit one CD to Architect and one CD to Owner.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION
3.1 EXISTING CONDITION PHOTOGRAPHS
A. Before commencement of selective demolition, take photographs of Project area and
surrounding areas, including existing items to remain during construction.
3.2 PROGRESS PHOTOGRAPHS
A. Photographs shall be taken weekly in a manner which completely documents the work.
B. The photographs shall be submitted to the Owner at the end of the first week for review.
C. Provide photographs of any wall assembly containing MEP, A/V or any infrastructure that
will thereafter become concealed -prior to closure. Note location on Key Plan.
Schwartz Center PHOTOGRAPHIC DOCUMENTATION 0132 33-1
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 0132 33
Ithaca, New York PHOTOGRAPHIC DOCUMENTATION
3.3 FINAL COMPLETION PHOTOGRAPHS
A. Photographs shall be taken in a manner which completely documents the completed work,
for submission as project record documents.
***END OF SECTION 01 32 33***
Schwartz Center PHOTOGRAPHIC DOCUMENTATION 01 32 33-2
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
SECTION 01 33 00 SUBMITTAL PROCEDURES
1.0 GENERAL
1.1 DESCRIPTION
A. Section includes administrative and procedural requirements for submittals, including the
following:
1. Shop Drawings
2. Product Data
3. Samples
4. Quality Assurance and Quality Control Submittals
B. Designate in the construction schedule, and/or in a separate Submittals Schedule, the dates
for submission and the dates reviewed Shop Drawings, Product Data and Samples will be
needed.
C. With the exception of physical samples and color charts, or as otherwise approved by the
Owner, all submittals shall be electronic images in PDF format created electronically
(saved with commenting allowed) which shall be submitted for review and approval via the
electronic project management web site. PDFs shall be created directly from the native file
format electronically. Scanning of paper to PDF shall be used minimally. Any non-
electronic submittals shall be approved on a case by case basis and logged into the
electronic management system as directed by a Cornell representative.
1.2 SHOP DRAWINGS
A. Drawings shall be newly prepared information drawn accurately to scale by skilled
draftsmen and presented in a clear and thorough manner.
1. Highlight, encircle, or otherwise indicate deviations from Contract Documents.
2. Do not reproduce Contract Documents or copy standard information as basis of Shop
Drawings.
3. Standard information prepared without specific reference to Project is not Shop
Drawing.
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May 5, 2014
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
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 and will
be reviewed and returned electronically marked with action taken.
b. Maintain returned print as a "Record Document".
1.3 PRODUCT DATA
A. Product Data includes brochures, diagrams, standard schedules, performance charts, and
instructions that illustrate physical size, appearance and other characteristics of materials
and equipment.
B. Collect Product Data into a single submittal for each element of construction or system.
1. Clearly mark each copy to show applicable choices and options. Failure to do so with
result in rejection of the submission.
2. Show performance characteristics and capacities.
3. Show dimensions and clearances required.
4. Show wiring or piping diagrams and controls.
5. Where Product Data includes information on products that are not required, eliminate
or mark through information that does not apply.
6. Supplement standard information to provide information specifically applicable to the
Work.
7. Preliminary Submittal: Submit single copy of Product Data where selection of
options by Architect is required.
8. Submittals:
a. For electronic transmittal, submittals shall be distributed electronically system
and will be reviewed and returned electronically marked with action taken.
b. Maintain one (1) copy as a "Record Document".
Schwartz Center SUBMITTAL PROCEDURE
Roof Repairs
01 33 00-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
1.4 SAMPLES
A. Samples include partial sections of manufactured or fabricated components, cuts or
containers of materials, color range sets, and swatches showing color, texture, and pattern.
B. Office samples shall be of sufficient size and quantity to clearly illustrate:
1. Functional characteristics of the product, with integrally related parts and attachment
devices.
2. Full range of color, texture and pattern.
C. Field samples and mock-ups:
1. Contractor shall erect, at the Project site, at a location acceptable to the Architect.
2. Size or area: that specified in the respective specification section.
3. Fabricate each sample and mock-up complete and finished.
4. Remove mock-ups when directed by the Architect.
5. Perform necessary work to bring any area disturbed by mock-ups to the areas original
condition.
D. Submit fully fabricated Samples cured and finished as specified and physically identical
with material or product proposed.
1. Mount or display Samples in manner to facilitate review of qualities indicated.
2. Identify Samples with generic description, product name, and name of manufacturer.
3. Submit Samples for review and verification of size, kind, color, pattern, and texture.
4. Where variation in color, pattern, texture, or similar characteristics is inherent in
material or product represented, submit at least three (3) multiple units that show
approximate limits of variations.
5. Preliminary Submittals: Submit one (1) full set of choices where Samples are
submitted for Architect's selection of color, pattern, texture, or similar characteristics
from a range of standard choices.
6. Submittals:
a. Submit four (4) sets for Architect's review. Architect will return at least one (1)
set marked with action taken. Maintain sets of Samples, as returned, at Project
Site, for quality comparisons throughout course of construction. Additionally,
for electronic transmittal, photograph sample and its label and attached to the
submittal from electronically.
Schwartz Center SUBMITTAL PROCEDURE 01 33 00-3
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 0133 00
Ithaca, New York SUBMITTAL PROCEDURES
1.5 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS
A. Quality assurance and quality control submittals include design data, test reports,
certifications, manufacturer's instructions, and manufacturer's field reports.
B. Professional design services or certifications: Where Contract Documents require
professional design services or certifications by a design professional, Contractor shall
cause such services or certifications to be provided by a qualified design professional,
whose registration seal shall appear on drawings, calculations, specifications, certifications,
Shop Drawings, and other submittals prepared by such professional. Architect shall be
entitled to rely upon adequacy, accuracy, and completeness of services, certifications, or
approvals performed by such design professionals.
C. Inspection and Test Reports: Requirements for submittal of inspection and test reports from
independent testing agencies as specified in the Contract Documents.
D. Manufacturer's instruction: Preprinted instructions concerning proper application or
installation of system or product.
E. Manufacturer's field reports: Reports documenting testing and verification by
manufacturer's field representative to verify compliance with manufacturer's standards or
instructions.
F. Submittals:
1. For electronic transmittal, submittals shall be distributed electronically via the
electronic project management system and will be reviewed and returned
electronically marked with action taken.
2. Maintain one (1) additional copy as "Record Document".
1.6 CONTRACTOR RESPONSIBILITIES
A. Review submittals for compliance with Contract Documents and approve submittals prior to
transmitting to the Architect.
B. Specifically record deviations from Contract Document requirements, including minor
variations and limitation. Comply with requirements of Section 01 25 00 Substitutions and
Product Options.
C. Contractor's approval of submittals shall indicate that the Contractor has determined and
verified materials, field measurements and field construction criteria, and has checked and
coordinated information within each submittal with requirement of the Work and Contact
Documents. Field conflicts which arise from the contractor's failure to fully review and
approve submittals before ordering equipment, will result in the contractor being burdened
with all costs to remediate the situation.
Schwartz Center SUBMITTAL PROCEDURE
Roof Repairs
01 33 00-4
May 5, 2014
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
D. Contractor shall be responsible for:
1. Compliance with the Contract Documents
2. Confirming and correlating quantities and dimensions
3. Selecting fabrication processes and techniques of construction.
4. Coordination of the work represented by each submittal with other trades.
5. Performing the work in a safe and satisfactory manner.
6. Compliance with the approved Construction Schedule.
7. All other provisions of the agreements.
E. It is understood that the Architect's notation on the submittals is not to be construed as an
authorization for additional work or additional cost.
F. If any notations represent a change to the Contract Sum, submit a cost proposal for the
change in accordance with procedures specified before proceeding with the work.
G. It is understood that the Architect's notation on the submittal is not to be construed as
approval of colors. Make all color -related submittals at one time.
H. Notify the Architect by letter of any notations made by the Architect which the Contractor
finds unacceptable. Resolve such issues prior to proceeding with the Work.
I. Begin no fabrication of work until all specified submittal procedures have been fulfilled.
J. Do not submit shop drawings, product data or samples representing work for which such
submittals are not specified. The Architect shall not be responsible for consequences of
inadvertent review of unspecified submittals.
K. The review of shop drawings shall not relieve the Contractor of the responsibility for proper
construction and the furnishing of materials and labor required even though the same may
not be indicated on the review shop drawings.
1.7 SUBMITTAL PROCEDURES
A. Coordination
1. Coordinate submittals with performance of construction activities.
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.
Schwartz Center SUBMITTAL PROCEDURE
Roof Repairs
01 33 00-5
May 5, 2014
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
5. Architect's Review: Allow ten (10) working days for Architect's initial processing of
each submittal requiring the Architect's review and response, except for longer
periods required as noted below, and where processing must be delayed for
coordination with subsequent submittals. The Architect will advise the Contractor
promptly when it is determined that a submittal being processed must be delayed for
coordination. Allow ten (10) working days for Architect's reprocessing of each
submittal. Notify the Architect when processing time for a submittal is critical to the
progress of the work, and the work would be expedited if its processing time could be
shortened.
An additional 5 working days will be required for items specified in Divisions 2, 3, 5,
23 and 26, and for Architectural Woodwork, Hollow Metal Work and Hardware
Schedules.
6. Allow time for delivery in addition to review.
7. Allow time for reprocessing each submittal.
8. No extension of Contract Time will be authorized because of failure to prepare
submittals sufficiently in advance of Work to permit processing.
9. Submittals made which do not confolln to the schedule are subject to delays in
processing by the Architect.
10. Refer to Section 01 32 16 Construction Schedules for requirements of the Submittals
Schedule.
11. Failure of the Contractor to obtain approval of Shop Drawings shall render all work
thereafter performed to be at Contractor's sole risk, cost and expense.
B. Submittal Preparation
1. Place permanent label or title block on each submittal for identification.
2. Indicate name of entity that prepared each submittal on label or title block.
3. Provide space on label or beside title block on Shop Drawings to record Contractor's
stamp, initialed or signed, certifying to review of submittal, action taken, verification
of products, field measurements and field construction criteria, and coordination of the
information within the submittal with requirements of the Work and of Contract
Documents.
4. Include following information on label for processing and recording action taken.
a. Project name and number.
b. Date of submission and the dates of any previous submissions.
c. Contract identification.
d. Name of Architect.
e. Name and address of Contractor.
Schwartz Center SUBMITTAL PROCEDURE
Roof Repairs
01 33 00-6
May 5, 2014
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
f. Name of subcontractor.
g. Name of manufacturer.
h. Name of supplier.
i. Drawing, detail or specification references, including section number, as
appropriate to clearly identify intended use of product.
J.
Field dimensions, clearly identified as such.
k. Relation to adjacent or critical features of the work or materials.
1. Applicable standards, such as ASTM or Federal Specification numbers.
m A blank space for the Architect's stamps.
5. Identification of revisions on re -submittals, other than those noted by the Architect on
previous submittals.
6. Shop drawings with the comment "by others" are not acceptable. All such work must
specifically identify the related responsible subcontractor.
C. Submittal Transmittal
1. Package each submittal appropriately for transmittal and handling.
2. Transmit each submittal using a transmittal form.
3. On transmittal, record relevant infonation including deviations from Contract
Document requirements, including minor variations and limitations.
4. Transmit submittals via the electronic project management system to Architect unless
otherwise noted or directed.
5. Where noted or directed, transmit submittals via the electronic project management
system to Architect's consultant and forward copy of transmittal form to Architect.
1.8 RECORD SUBMITTALS
A. Provide a record copy of the submittal to the Commissioning Agent in electronic format. .
Record copy shall be a clean copy (free of notes from the design professional) which has
been updated to reflect the "as -installed" system. Provide document in PDF folinat.
B. Record copy of the submittal must be forwarded to the Commissioning Agent within
fourteen (14) calendar days of the final approved submittal.
C. Provide a record copy of the submittal (hard and electronic format) for the O&M Manual.
Schwartz Center SUBMITTAL PROCEDURE
Roof Repairs
0133 00-7
May 5, 2014
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
1.9 RESUBMISSION REQUIREMENTS
A. Make any corrections or changes noted on previous submittals.
B. Shop Drawings and Product Data:
1. Revise initial drawings or data, and resubmit as specified for the initial submittal.
2. Indicate any changes which have been made other than those noted by the Architect.
C. Samples: Submit new samples as required for initial submittal.
1.10 ARCHITECT'S DUTIES
A. Review submittals with reasonable promptness as identified in 1.8, paragraph 5 of this
Section.
B. Notations on the Submittal Review Stamp mean the following:
1. "No Exception" indicates that no deviations from the design concept have been found
and Work may proceed.
2. "Make Corrections Noted" indicates that deviations from the design concept which
have been found are noted, and the Contractor may proceed accordingly.
3. "Revise and Resubmit" or "Rejected" indicates that Work covered by submittal,
including purchasing, fabrication, delivery, or other activity may not proceed. Revise
or prepare new submittal according to Architect's notations; resubmit without delay.
Repeat if necessary to obtain different action mark.
C. Informational Submittals: Submittals for information or record purposes, including Quality
Assurance and Quality Control Submittals, and Material Safety Data Sheets (MSDS), will
not require responsive action by the Architect.
1. Architect will forward informational submittals without action.
2. Architect will reject and return informational submittals not in compliance with
Contract Documents.
D. Incomplete Submittals: Architect will return incomplete submittals without action.
E. Unsolicited Submittals: Architect will return unsolicited submittals to sender without
action.
F. Return submittals to Contractor for distribution, or for resubmission.
Schwartz Center SUBMITTAL PROCEDURE 01 33 00-8
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
1.11 DISTRIBUTION
A. Distribute reviewed Shop Drawings and copies of Product Data when possible via the
electronic project management system to:
1. Job site file
2. Record Documents file
3. Subcontractors
4. Installers
5. Suppliers
6. Manufacturers
7. Fabricators
8. Architect
9. Owner
B. Do not permit use of unmarked copies or rejected copies of submittals in connection with
construction at Project Site or elsewhere where Work is in progress.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 33 00***
Schwartz Center SUBMITTAL PROCEDURE
Roof Repairs
0133 00-9
May 5, 2014
CORNELL UNIVERSITY SECTION 01 35 29
Ithaca, New York GENERAL HEALTH & SAFETY
SECTION 01 35 29 GENERAL HEALTH & SAFETY
1.0 GENERAL
1.1 DESCRIPTION
A. This Section provides requirements for general health and safety during the project. The
requirements of this Section shall apply to both Contractor and all tiers of sub -contractors
involved in the project.
B. In addition to the requirements of this Section, all laws and regulations by applicable local,
state, and federal agencies shall apply to the work of this contract. In some cases the
requirements of these Specifications may by intention exceed such legal requirements, but
in no case shall this Specification be interpreted or understood to reduce or eliminate such
requirements.
1.2 CONTRACTOR'S SAFETY PLAN
A. The Contractor will submit a site Safety Plan for review by Cornell University before
commencement of work on the site. The safety plan should address site specific safety
concerns related directly to the Work being done. The following safety plan review
checklist is provided to assist contractors in tailoring their safety plan to the Work. Safety
plans that inadequately address safe operations and equipment will be returned for
resubmission. Failure to submit an appropriate site safety plan may result in denial of the
payment.
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 material containing asbestos shall be performed by the Owner
under separate contract.
Schwartz Center GENERAL HEALTH & SAFETY 01 35 29-1
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 35 29
Ithaca, New York GENERAL HEALTH & SAFETY
1.4 LEAD
A. Building may contain lead based paint. The Contractor shall protect workers in accordance
with OSHA regulations. The Contractor selects the means and/or methods to address the
presence of lead based paint, and must concurrently protect its workers based on the
Contractor's means and/or methods. Lead was a common ingredient in paint until 1978.
Schwartz Center for Performing Arts was constructed in 1988. 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
all persons; or make them responsible for means, methods, techniques, sequences or
procedures of construction selected by the Contractor or its Subcontractors; or make them
responsible for safety programs and precautions incident to the Work, or for the safe access,
visit, use, Work, travel or occupancy of any person.
1.6 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
Schwartz Center GENERAL HEALTH & SAFETY 01 35 29-2
Roof Repairs May 5, 2014
CORNELL UNIVERSITY
Ithaca, New York
SECTION 0135 29
GENERAL HEALTH & SAFETY
Job - Specific Safety Manual Checklist
Jobsite Name:
Job No: General Contractor:
Jobsite Location: Subcontractor:
Scope of Work: Prime Contractor:
Completed by: Shops:
Date:
Standard
Applies Designated
to this Competent
Contractor? Person
_ _ q (employee name)
Subpart C - General Provisions
1926.20 - .35
Subpart D - Occupational Health & Environmental. Controls
1926.50 - .66
Gases, Vapors, Fumes, Dusts, Mists
1926.55
Lead
1926.62
Subpart E - Personal Protective Equipment
1926.95 - .107
Subpart F — Fire Protection & Prevention
1926.150 - .159
Subpart G — Signs, Signals and Barricades
1926.200 - .203
Subpart H — Materials Handling, Storage, Use & Disposal
1926.250 - .252
Subpart I — Tools — Hand & Power
1926.300 - .307
Subpart J — Welding & Cutting
1926.350 - .354
Subpart K — Electrical
1926.400 - .449
Schwartz Center GENERAL HEALTH & SAFETY 0135 29-3
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 35 29
Ithaca, New York GENERAL HEALTH & SAFETY
Standard
Applies
to this
Person
Y/N
Subpart L — Scaffolds
1926.450 - .454
Subpart M — Fall Protection
1926.500 - .503
Subpart N — Cranes, Derricks, Hoists, Elevators, & Conveyors
1926.550 - .556
Subpart P — Excavations
1926.650 - .652
Subpart Q — Concrete & Masonry Construction
1926.700 - .706
Subpart R — Steel Erection
1926.750 - .761
Subpart S — Tunnels, Shafts, Caissons, Cofferdams, & Compressed Air
1926.800 - .804
Subpart T — Demolition
1926.850 - .860
Subpart U — Blasting & Use of Explosives
1926.900 - .914
Subpart V — Power Transmission & Distribution
1926.950 - .960
Subpart X — Stairways & Ladders
1926.1050 - .1060
Subpart Y — Commercial Diving Operations
1926.1071 — 1090
Recordkeeping —
1926.1091 - .1092
Subpart Z — Toxic and Hazardous Substances
1926.1100 - .1152
Designated
Competent Contractor?
(employee name)
Schwartz Center GENERAL HEALTH & SAFETY 01 35 29-4
Roof Repairs May 5, 2014
CORNELL UNIVERSITY
Ithaca, New York
Cornell iversiAv
Facilities Services
CONTRNCTOR'S'CERTIFICATION -OF
AMMO STREE WATERLUS
(ExhibitAC)
Distemeen-tol
SECTION 01 35 29
GENERAL HEALTH & SAFETY
OWNER Li
ARCHITECT 8 Li
CONTRACTOR LJ
HELD D
OTHER -a 0
PROJECT: -a
-a
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CONTR.ACT-NUMBER:
CONTRACT -FOR:
CONTRACT -DATE:
DATE -OF -ISSUANCE:
T 0 .0 WNER-: -a, CORNELL -UNIVERS T
Wame-EAddreski FaciliEes-ContractsT
121
The-undersimied-hereby- thatall-materials• and. equip ment-furnished • fo r• or-inatalled-in-connectio u•with-all • wu rk,-
lab or, -and-s c e s•provide d -with -resp e ct-b-the-p erformanc e -of the •Co nuactr eferenc ed-abov e haThb e-free-ofasb es to s -am d -
any. asbeetos- containine. material.- - The- undersinad llprovide• anyand alldocuments- supporting- such. certificafion-
which-may-r e aso nably.b e'requir e d -the -O urn er,-includine-where-app lic ab le • Safety.Data-S he ets -audio r•Mat afety-D Sheets.
s UP P ORTING-D 0 C LJ-1,NT .AT TACHED HERETO:
a
Material -S afety Data -S heetel
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CONTRACTOR: -s
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-4
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-4
BY:
=1.
Caunty uf -a 1I1
Sublcribd-and-swom-to-before•me-thisl
-a
-20-a
—P
-a
—a
(Signaturs-ofauthorizsd-repreceittativ)'f
NAME:4 -+
-* (Printed-nams)I
TITLE: -1
***END OF SECTION 01 35 29***
Schwartz Center GENERAL HEALTH & SAFETY 01 35 29-5
Roof Repairs May 5, 2014
Cornell University
Limited Pre -Renovation Asbestos Roof Survey Report
Performed at the
Schwartz Center for Performing Arts (Building 2016)
For the
Metal Roof Drain Repair/Renovation Project
Cornell University, Ithaca, NY
Prepared for:
Dale Houseknecht, Asbestos Project Coordinator
Cornell University — Project Services Group
119A Humphreys Service Building
Ithaca, New York 14853-3701
Prepared by:
ADELTA
ENGINEERS, ARCHITECTS, 8, LAND SURVEYORS
860 Hooper Road
Endwell, NY 13760
Tel: 607-231-6600 Fax: 607-231-6640
www.deltaengineers.com
Delta Project No. 2014.030.095
Cornell Work Order No. 6876226
Field work performed by: Michael Staudt, April 9th, 2014
Report prepared by: Michael Staudt
Report reviewed by: Stephen Prislupsky
ADELTA
ENGINEERS, ARCHITECTS, & LAND SURVEYORS
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6850
Website: www.deltaengineers.com
TABLE OF CONTENTS
1.0 INTRODUCTION 3
5
12
12
13
14
15
16
17
2.0 ASBESTOS SURVEY AND SAMPLING PROCEDURES AND METHODS
3.0 SURVEY FINDINGS AND CONCLUSIONS
4.0 INACCESSIBLE AREAS
Appendix A, ASBESTOS BULK SAMPLE REPORT FORM
Appendix B, LABORATORY ANALYTICAL RESULTS
Appendix C, DELTA ENGINEERS, COMPANY AND PERSONNEL CERTIFICATIONS
Appendix D, LABORATORY CERTIFICATIONS
Appendix E. BULK SAMPLE LOCATION DRAWING
2
A DELTA
ENGINEERS, ARCHITECTS, & LAND SURVEYORS
1.0 INTRODUCTION:
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
Delta Engineers, Architects, & Land Surveyors (Delta) was contracted by Cornell University, to
provide a "limited" Pre -Renovation Asbestos Roof Survey at the Schwartz Center for Performing
Arts (Building 2016) in support of the upcoming Roof Renovation/Repair Project. The survey was
performed on April 9th, 2014 and addressed suspect roofing materials with the potential to be
impacted by the upcoming Renovation Project. It should be noted that this survey was limited to
roof sections 2016-004, 005, 011, 014, 015, & 016).
Based on a review of the affected roof sections, a total of twenty-three (23) bulk samples were
collected representing eleven (11) separate suspect homogenous building materials. Eighteen
(18) of the samples collected were non -friable organically bound (NOB) representing nine (9)
homogenous materials. The remaining five (5) samples were "friable" non -NOB representing two
(2) homogenous materials. The homogenous roofing materials identified and sampled as a part of
this survey included:
Homogenous
Area (HA)
Building Material
01 Tan Coating from Dryvit Panels
02 Lap Sealant
03 Gray/Tan Caulk from Metal Roof Seams
04 Gray Mastic from Metal Roofing
05 Tan Rosen Paper under Metal Roofing
06 Top, Top Layer Black Felt Paper
07 Top, Bottom Layer Black Felt Paper
08 Bottom, Top Layer Black Felt Paper
09 Bottom, Bottom Layer Black Felt Paper
10 Gray Flashing Seam Caulk
11 White Seam Caulk from Metal Roof Seams
The Main Roof Field is a metal roofing System with multiple layers of felt vapor barriers and a
single layer of iso -board on a concrete deck.
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: Schwartz CPA (Building 2016)
Cornell Ithaca Campus
Ithaca, NY 14850
2) Owner's Name/Address: Cornell University
Humphreys Service Building
Ithaca, NY 14853
3) Owner's Agent: Mr. Dale Houseknecht
3
ADELTA
ENGINEERS, ARCHITECTS, & LANG SURVEYORS
4) Survey Performed By:
5) Certified Inspectors:
6) Date of Survey:
Website:
Delta Engineers, Architects, & Land Surveyors
860 Hooper Road
Endwell, NY 13760
Michael Staudt
Certificate No. 07-08367
April 9th, 2014
7) Laboratory: America Science Team New York, Inc.
117 East 30th Street, New York, NY 10016
4
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
www.deltaengineers.com
ADELTA
ENGINEERS. ARCHITECTS, & LAND SURVEYORS
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.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 1910.10010)(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 (1)(8)(iii) of this section.
29 CFR Part 1910.10010)(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 (1)(8)00(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.
1910.10016)(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
5
ADELTA860 Hooper Road
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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
C/H. 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. AGMs 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 l and Category lI 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 two-
family 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.
6
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ENGINEERS. ARCHITECTS, & LAND SURVEYORS
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(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 EMAP 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
7
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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;
(t) 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;
(t) Vermiculite Insulation
(g) Gaskets, Seals, Sealants (including for condensate control);
(h) Vibration Isolators;
(I) Laboratory Tables and Hoods;
Q) Chalkboards;
(k) Pipe Penetration Packing or Other Firestopping Materials
(/) Cementitious Board;
(m) Electrical Wire Insulation;
(n) Fire Curtains;
(o) Fire Blankets;
(p) Fire Doors;
(q) Brakes and Clutches;
(r) Mastics, Adhesives and Glues;
8
ADELTA
ENGINEERS, ARCHITECTS, & LAND SURVEYORS
(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.
860 Hooper Road
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(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,
9
ADELTA860 Hooper Road
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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).
10
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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.
11
ADELTA
ENGINEERS, ARCHITECTS, St LAND SURVEYORS
3.0 SURVEY FINDINGS AND CONCLUSIONS
860 Hooper Road
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3.1) Schwartz CPA Roof Pre -Renovation Asbestos Roof Survey, Non -Asbestos Materials -
Results reported for samples collected as a part of the Pre -Renovation Roof Survey have
concluded that of the suspect materials sampled within the affected roof sections, the following
materials were identified as non -asbestos:
Homogenous
Area (HA)
Non -Asbestos Material
01 Tan Coating from Dryvit Panels
02 Lap Sealant
03 Gray/Tan Caulk from Metal Roof Seams
04 Gray Mastic from Metal Roofing
05 Tan Rosen Paper under Metal Roofing
06 Top, Top Layer Black Felt Paper
07 Top, Bottom Layer Black Felt Paper
08 Bottom, Top Layer Black Felt Paper
09 Bottom, Bottom Layer Black Felt Paper
10 Gray Flashing Seam Caulk
11 White Seam Caulk from Metal Roof Seams
3.2 Schwartz CPA Roof Pre -Renovation Asbestos Roof Survey, Asbestos Containing
Materials - Results reported for samples collected as a part of this Pre -Renovation Survey have
concluded that None of the suspect materials present and sampled within the affected roof
sections were found to be asbestos -containing.
4.0 INACCESSIBLE AREAS
All suspect roofing materials present on the affected roof sections were sampled as a part of this
survey. Any materials encountered that are not included in this Report shall be assumed ACM
until tested.
12
ADELTA
ENGINEERS, ARCHITECTS, & LAND SURVEYORS
APPENDIX A
Asbestos Bulk Sample Report Form
13
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
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ADELTA
ENGINEERS, ARCHITECTS, & LAND SURVEYORS
APPENDIX B
Laboratory Analytical Results
14
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
04/14/2014 04:17 2126799392
AMERISCINYC PAGE 02/10
AMER! SCI
Delta Engineers
Attn: Stephen Prislupsky
860 Hooper Road
Endwell, NY 13760
AmeriSol New York
117 EAST 30TH ST.
NEW YORK, NY 10016
TEL: (212) 679-8600 FAX: (212) 679,3114
PLM Bulk Asbestos Report
Date Received 04/12/14
Date Examined 04/13/14
AmeriSci Job # 214042934
#
ELAP # 11480 Page 1 of 5
RE; 2014.030.095; Cornell University; Schwartz CPA Roof, BLDG
Code 2016 - Limited Asbestos Roof Survey
Client No. / H A
Lab No. Asbestos Present
Total % Asbestos
2014.030.095-01A 214042934-01 No
01 Location: R Floor - Tan Coating From Dryvit Panels, Roof Section 2016.014
Analyst Description: Tan, Homogeneous, Fibrous, Bulk Material
Asbestos Types:
Other Material: Fibrous glass 5 %, Non-fibrous 95 %
NAD
(by NYS ELAP 198.1)
by Tara L. Fisher
on 04/13/14
2014.030.095-016 214042934-02 No
01 Location: R Floor - Tan Coating From Dryvit Panels, Roof Section 2016,014
Analyst Description: Tan, Homogeneous, Fibrous, Bulk Materiel
Asbestos Types;
Other Material: Fibrous glass 5 %, Non-fibrous 95 %
NAD
(by NYS ELAP 198.1)
by Tara L. Fisher
on 04/13/14
2014.030.095-01C 214042934-03 No
01 Location: R Floor - Tan Coating From Dryvit Panels, Roof Section 2016.015
Analyst Description: Tan, Homogeneous, Fibrous, Bulk Material
Asbestos Types:
Other Material; Fibrous glass 3 %, Non-fibrous 97 %
NAD
(by NYS ELAP 198.1)
by Tara L. Fisher
on 04/13/14
2014.030.095-02A 214042934-04
02 Location: R Floor - Lap Sealant, Roof Section 2016.014
Analyst Description: Black, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 16.3 %
No
NAD
(by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
2014,030.095-0213 214042934-05
02 Location: R Floor- Lap Sealant, Roof Section 2018.005
Analyst Description: Black, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 15,9 %
No NAD
(by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
See Reporting notes on last page
04/14/2014 04:17 2126799392 AMERISCINYC PAGE 03/10
AmeriSci Job #: 214042934
Client Name: Delta Engineers
PLM Bulk Asbestos Report
2014.030.095; Cornell University; Schwartz CPA Roof, BLDG
Code 2016 - Limited Asbestos Roof Survey
Page 2 of 5
Client Na.HGA Lab No. Asbestos Present
Total % Asbestos
2014.030.095-03A 214042934-06 fVo
NAD
03 Location: R Floor - Gray/Tan Caulk From Metal Roof Seams, Roof Section 2016,014 (by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types;
Other Material: Non-fibrous 12 %
2014.030.095-038 214042934-07 No
03 Location: R Floor Gray/Tan Caulk From Metal Roof Seams, Roof Section 2016,015
Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 11.3 %
2014.030.095-04A
NAD
(by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
214042934-06
No
04 Location: R Floor - Gray Mastic From Metal Roofing, Roof Section 2016.014
Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 9.5 %
NAD
(by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
2014.030.095-04B 214042934-09 No
04 Location: R Floor - Gray Mastic From Metal Roofing, Roof Section 2018.005
Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 6.3 %
NAD
(by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
2014.030.095-05A 214042934-10 No
NAD
05 Location: R Floor -Tan Rosen Paper Under Metal Roofing, Roof Section 2016.014 (by NYS ELAP 198.1)
by Tara L. Fisher
on 04/13114
Analyst Description: Tan, Homogeneous, Fibrous, Bulk Material
Asbestos Types:
Other Material: Cellulose 95 %, Non-fibrous 5 %
2014.030.095-05B 214042934-11 No NAD
05 Location: R Floor- Tan Rosen Paper Under Metal Roofing, Roof :3ectIon 2016.005 (by NYS ELAP 198.1)
by Tara L. Fisher
on 04/13/14
Analyst Description; Tan, Homogeneous, Fibrous, Bulk Material
Asbestos Types:
Other Matarial; Cellulose 90 %, Non-fibrous 10 %
See Reporting notes on last page
U4/14r1U14 U4:1/ 11'Lbrd'iSd:G AFILK1bUlNYU 1'P1±. U4f1U
AmeriSoi Job #: 214042934
Client Name: Delta Engineers
PLM Bulk Asbestos Report
2014.030.095; Cornell University; Schwartz CPA Roof, BLDG
Code 2016 - Limited Asbestos Roof Survey
Page 3 of 5
Client No. HGA Lab No. Asbestos Present
2014.030,095-06A 214042934-12 No
06 Location: R Floor - Top, Top Layer Black Felt Paper, Roof Section 2018.014
Analyst Description: Black, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 2.3 %
Total % Asbestos
NAD
(by NYS ELAP 198,6)
by Tara L. Fisher
on 04/13/14
2014.030.095-065 214042934-13 No
06 Location: R Floor - Tan Rosen Paper Under Metal Roofing, Roof Section 2016.005
Analyst Description; Black, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 2.1 %
NAD
(by NYS ELAP 198.8)
by Tara L. Fisher
on 04/13/14
2014,030.095-07A 214042934-14 No
07 Location: R Floor - Top, Bottom Layer Black Felt Paper, Roof Solon 2016.014
Analyst Description: Black, Homogeneous, Non -Fibrous, Bulk Matellal
Asbestos Types:
Other Material: Non-fibrous 2.5 %
NAD
(by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
2014.030.095-07B 214042934-15 No
07 Location; R Floor - Top, Bottom Layer Black Felt Paper, Roof Section 2016.005
Analyst Description: Black, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 2.8 %
NAD
(by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
2014.030.095-08A 214042934-16 No
NAD
08 Location: R Floor- Bottom, Top Layer Black Felt Paper, Roof Section 2016.014 (by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
Analyst Description: Black, Homogeneous, Non-Flbrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 2.4 %
2014,030.095-088 214042934-17 No
08 Location: R Floor - Bottom, Top Layer Black Felt Paper, Roof Section 2016.005
Analyst Description: Black, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 3.9 %
NAD
(by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
See Reporting notes on last page
04/14/2014 04:17 2126799392 AMERISCINYC PAGE 05/10
AmerlSoi Job #: 214042934
Client Name: Delta Engineers
PLM Bulk Asbestos Report
2014.030.095; Cornell University; Schwartz CPA Roof, BLDG
Code 2016 - Limited Asbestos Roof Survey
Page 4 of 5
Client No, I HGA Lab No. Asbestos Present TotalAsbesto
2014.030.095-09A 214042934-18 Yes Trace (<0.25 % pc)
09 Location: R Floor - Bottom, Bottom Layer Black Felt Paper, Roof Section 2016.014 (EPA 400 PC)
by Tara L. Fisher
on 04/13/14
Analyst Description: Black, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types: Chrysotile <0.25 % pc
Other Material: Non-fibrous 1.4 %
2014.030.095-09B 214042934-19 Yes Trace (<0.25 % pc) 1
09 Location: R Floor - Bottom, Bottom Layer Black Felt Paper, Roof Section 2016.005 (EPA 400 PC)
by Tara L. Fisher
on 04/13/14
Analyst Description; Black, Homogeneous, Non-Flbrous, Bulk Material
Asbestos Types: Chrysotile <0.25 % pc
Other Material: Non-fibrous 4 %
2014.030.095-10A 214042934-20 No NAD
10 Location: R Floor - Gray Flashing Seam Caulk, Roof Section 2016.011 (by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
Analyst Description; Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types;
Other Material: Non-fibrous 11.2 %
2014.030.095-10B 214042934-21 No
NAD
10 Location: R Floor- Gray Flashing Seam Caulk, Roof Section 2013.011 (by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-0brous 11.9 %
2014.030.095-11A 214042934-22 No
11 Location: R Floor- White Seam Caulk From Metal Roof Seams, Roof Section
2016.014
Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 11,7 %
NAD
(by NYS ELAP 198.6)
by Tara L. Fisher
on 04/13/14
2014.030.095-110 214042934-23 No NAD
11 Location: R Floor - White Seam Caulk From Metal Roof Seams, Roof Section (by NYS ELAP 198.8)
2016.005 by Tara L. Fisher
on 04/13/14
Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 10.9 %
See Reporting notes on last page
U4/14/ 2L114 U4:1 f fTJ:3U2 AMEHISULNYC.;
AmeriSci Job #: 214042934
Client Name: Delta Engineers
PLM Bulk Asbestos Report
2014.030.095; Cornell University; Schwartz CPA Roof, BLDG
Code 2016 - Limited Asbestos Rocf Survey
Reporting Notes:
(1) Sample prepared Fore
Analyzed by: Tam L. Fisher
Page 5 of 5
*NAD/NSD =no asbestos detec d, NA =not analyzed; NA/PS= analyzed/positive Stop; PLM Bulk Asbestos Analysis by EPA 600/M4-82-020 per 40
CFR 763 (NVLAP Lab Code 200646-0), ELAP PLM Method 198.1 for NY friable samples, which trcludes the identification and quantitation of
vermiculite or 198.6 for NOB samples or EPA 400 pt et by EPA 600/M4.82-020 (NY ELAP Lab 1011480); Note:PLM is not consistently reliable in
detecting asbestos In floor Coverings and similar non -friable organically bound materials. NAD or Trace results by PLM are Inoonclusive, TEM is
currently the only method that can be used to determine if this material can be considered or treetnd as non asbestos -containing in NY State (also see
EPA Advisory for floor tile, FR 59,146,38970,8/1/94) National Institute of Standards and Technolocry Accreditation requirements mandate that this reporl
must not be reproduced except in full without the approval of the lab.This PLM report relates ONLY to the items tested. AIHA Lab # 102843, RI
CertifAAL-094, CT Cart#PH-0186, Mess CerttAA000054,
Reviewed By: END OF REPORT
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Description Sample Location
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Tan Coating from Dryvit Panels, Roof Section 2016.014
Tan Coating from Dryvit Panels, Roof Section 2016.015
Lap Sealant, Roof Section 2016.014
Lap Sealant, Roof Section 2016.005
Grayfran Caulk from Metal Roof Seams, Roof Section 2016.014
1GrayfTan Caulk from Metal Roof Seams, Roof Section 2016_015
Gray Mastic from Metal Roofing, Roof Section 2016.014
Gray Mastic from Metal Roofing, Roof Section 2016.005
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Top, Top Layer Black Felt Paper, Roof Section 2016.005
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Top, Bottom Layer Black Felt Paper, Roof Section 2016.005
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Bottom, Bottom Layer Black Felt Paper, Roof Section 2016.005
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Gray Flashing Seam Caulk, Roof Section 2016_011
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ADELTA
ENGINEERS, ARCHITECTS, & LAND SURVEYORS
APPENDIX C
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
Delta Engineers, Architects, & Land Surveyors
Company and Personnel Certifications
15
ark.State..�= De grtnient>oi
.3 Division o Saffty; rid Ittealth,
:;.4 License 4nd eeOlicatqiUMV
State Campus,'l wilding 12'
Albany, NY.,1�240
SESTOS HANDLING LICE
.FILE NUMBER:
`_ LICENSE.NUMBER {2^3322-',`
LICENSE CLASS:..RESTRIC,=TEC
It DATE OF:ISSUE:`08/08/20;13; F`3;
I EXPIRATION: DATE:.. 09/3491'4
}►is lice s rl as been issued in ac
New xor Stat Codes, Rules,a
shows violation o estate, federal o
resfipon,srbiIity inthe onduct of any:
This ceps st 1td Dole
asbestos pro ectwo? set ,
State hake been' issued an
Department ofl;Aifor.
ce vYitk. Pjtcal le>pr isaiii of
egufatx s.. fl2 N`i3 RR Part'5`6)� It
it laws wjt ie ar t9 1119,9% nduct f
mvolvin ass sibs or. asbestos xnatel
or the contractor name c1l)°yeai thietcense or
This license verifes.that;all'persons impioyed,bn
i bestos Certificate, appfoprlate ffilre
1'ofthe Labor Law of New,.
ect tp suspension or revocat or
estos prect, or (2);demotistra
it. .til
"aphot . ppy,.must be p omi tly dispia
sethe licei see.on an asbestos pra�e+�tfkn Ne
iorJ they perform, by YorkState
eenlvt. Franko, 'Acting Director
For the Commissioner of Labor
111
EYES BRO
BAIR BRO
EGT 5' 11"
IF POUND RETURN TO:
NYSDOL - L&C UNIT
ROOM 161A BUILDING 12
STATE OMEN CAMPUS
ALBANY NY 12240
ADELTA
ENGINEERS, ARCHIT C S, t'3 SURVEYORS
RS
APPENDIX D
Laboratory Certifications
16
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
NEW YORK STATE DEPARTMENT OF HEALTH
WADSWORTH CENTER
Expires 12:01 AM Aprii 01.2015
issued April 01, 2014
CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE
Issued in accordance with and pursuant to section 502 Public i•lcaith Law of New York State
MR. RAVI KRISHNAPPA
AMERICA SCIENCE TEAM NEW YORK INC
117EAST 3OTHST
NEW YORK, NY 10016
NY Lab Id No: 11 480
is hereby APPROVED as an Environmental Laboratory for the category
ENVIRONMENTAL ANALYSES SOLID AND HAZARDOUS WASTE
All approved subcategories and/or analyte.: are listed below:
Miscellaneous
Asbestos in Friable Material item 198.1 of Manual
EPA 600/M4/82/020
Asbestos in Non -Friable Material -PLM Item 198.6 of Manual (NOB by PLM)
Asbestos in Non -Friable Material -TEM Item 198.4 of Manual
Serial No.: 50653
Property of the New York Stale Department of Health. Certificates are valid only at the addre-ss
shown. must be conspicuously posted. and are printed on secure ;aper. Continued acciedilaticr eOdr d
on successful ongoing participation :n the Pro• ra :;ca.;uners n s• ,me d tc rat; 5'9 • ac.' `7'; '
verify the laboratory's accreditation status
Pace 1 of 1
June 11, 2013
Mr. Paul Mucha
America Science TEAM New York, Inc.
DBA: AmeriSci New York
117 E. 30th Street
New York, NY 10016
Dear Mr. Mucha:
UNITED STATES DEPARTMENT Off` COMMERCE
National Institute of Standards and Technology
Gaithersburg, Maryland 20899
NVLAP .Lab Code: 200546-0
I am pleased to inform you that continuing accreditation for specific test methods in Bulk Asbestos
Fiber Analysis (PLM) is granted to your organization under the National Voluntary Laboratory
Accreditation Program (NVLAP). This accreditation is effective until June 30, 2014, provided that
your organization continues to comply with accreditation requirements contained in the NVLAP
Procedures.
Your Certificate of Accreditation is enclosed along with a statement of your Scope of Accreditation.
You may reproduce these documents in their entirety and announce your organization's accreditation
status using the NVLAP symbol and/or term in business publications, the trade press, and other
business -oriented literature. Accreditation does not relieve your organization from observing and
complying with any applicable existing laws and/or regulations.
We are pleased to have you participate in NVLAP and look forward to your continued association
with this program. If you have any questions concerning your NVLAP accreditation, please direct
them to Hazel M. Richmond, Program Manager, Laboratory Accreditation Program, National
Institute of Standards and Technology, 100 Bureau Dr. Stop 2140, Gaithersburg, MD 20899-2140;
(301) 975-4016.
Sincerely,
kAA
Warren R. Merkel, Chief
Laboratory Accreditation Program
Enclosure(s)
NIST/NVLAP . 100 Bureau Drive, Stop 2140 • Gaithersburg, MD ?_0899-2140
http://www. nist.gov/nvla p
National Voluntary
Laboratoryccredi a i n " Progra
SCOPE OF ACCREDITATION TO ISO/IEC
AmeriSei New York
DBA: AmeriSci New York
117 E. 30th Street
New York, NY 10016
Mr. Paul Mucha
Phone: 212-679-8600 Fax: 212-679-271
E -Mail: pmueha@amerisci,com
URL: http://www.amerisci.com
BULK ASBESTOS FIBER ANALYSIS (PLM)
NVLAP Code Designation Description
18/A01 EPA 600/M4-82-020: Interim Method
Samples
18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Build
7025:2005
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ENGINEERS. ARCHITECTS, & LAND SURVEYORS
APPENDIX E
Bulk Sample Location Drawing
17
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
1
CORNELL UNIVERSITY SECTION 01 35 43
Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS
SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS
1.0 GENERAL
1.1 DESCRIPTION
A. This Section and the listed Related Sections provides minimum requirements for the
protection of the environment during the project. The requirements of this Section shall
apply to both Contractor and all tiers of sub -contractors involved in the project.
B. In addition to the requirements of this Section and the listed Related Sections, all laws and
regulations by applicable local, state, and federal agencies shall apply to the work of this
contract. In some cases the requirements of these Specifications may by intention exceed
such legal requirements, but in no case shall this Specification be interpreted or understood
to reduce or eliminate such requirements.
C. Prior to bidding, review the entire Bidding Documents and report in writing to the Owner's
Representative any error, inconsistency, or omission that may have environmental impacts.
1.2 RELATED SECTIONS
A. Section 01 35 44 — Spill Control
1.3 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 — Submittals:
1. Waste Disposal Plan.
1.4 JOB SITE ADMINISTRATION
A. In accordance with Article 2 of the General Conditions, provide a competent supervisory
representative with full authority to act for the Contractor at the site during all working
hours.
B. If at any time operations under the representative's supervision do not comply with this
Section, or the representative is otherwise unsatisfactory to the Owner, replace, if requested
by the Owner, said representative with another representative satisfactory to the Owner.
There shall be no change in superintendent without the Owner's approval.
C. Remove from the Work any employee of the Contractor or any Subcontractor when so
directed by the Owner. The Owner may request the removal of any employee who does not
comply with these specifications.
Schwartz Center GENERAL ENVIRONMENTAL REQUIREMENTS
Roof Repairs
01 35 43-1
May 5, 2014
CORNELL UNIVERSITY SECTION 0135 43
Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS
1.5 CLEARING, SITE PREPARATION AND SITE USE
A. The Contractor shall make every effort to avoid the destruction of plants, trees, shrubs and
lawns outside the area of construction so as not to unduly disturb the ecological or
environmental quality of the area.
1.6 NOISE AND VIBRATION
A. Limit and control the nature and extent of activities at all times to minimize the effects of
noise and vibrations. Take adequate measures for keeping noise levels, as produced by
construction related equipment, to safe and tolerable limits as set forth by the Occupational
Safety and Health Administration (OSHA), the New York State Industrial Code Guidelines
and Ordinances and all City, Town and Local ordinances. Equip all construction equipment
presenting a potential noise nuisance with noise -muffling devices adequate to meet these
requirements
1.7 DUST CONTROL
A. Take adequate measures for controlling dust produced by drilling, excavation, backfilling,
loading, 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.
1.8 PROTECTION OF THE ENVIRONMENT
A. Construction procedures observed by the Contractor, its subcontractors and other employees
shall include protection of the environment, in accordance with all pertinent Cornell
standards, policies, local laws, executive orders, ordinances, and federal and state
regulations. Construction procedures that are prohibited in the undertaking of work
associated with this Contract include, but are not limited to:
1. Dumping of spoil material or any liquid or solid pollutant into any storm or sanitary
sewer, drainage way, stream sewer, any wetlands (as defined by federal and state
regulations), any surface waters, or at unspecified locations.
2. Indiscriminate, arbitrary, or capricious operation of equipment in any stream
corridors, any wetlands, or any surface waters.
Schwartz Center GENERAL ENVIRONMENTAL REQUIREMENTS
Roof Repairs
01 35 43-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 35 43
Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS
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.
1.9 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 perfolln 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.
Schwartz Center GENERAL ENVIRONMENTAL REQUIREMENTS
Roof Repairs
0135 43-3
May 5, 2014
CORNELL UNIVERSITY SECTION 01 35 43
Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS
1.10 DISPOSAL OF WASTE MATERIAL AND TITLE
A. Prior to start of work and first payment, Contractor shall prepare and submit "Contractor
Waste Material Disposal Plan" to the Owner's Representative. The plan shall identify the
waste transportation and treatment, storage or disposal (TSD) companies which will
manage all waste material and any site(s) for disposal of the waste material.
B. The "Contractor Waste Material Disposal Plan" form, together with definitions associated
with the form waste descriptions, is attached to this Section. Contractor must use this form
to document waste disposal methods and locations.
C. Contractor shall be responsible for the proper cleanup, containment, storage and disposal of
any hazardous material/chemical spill occurring during its work. For Cornell University
owned hazardous waste EH&S will oversee, approve or effect the proper disposal. Title,
risk of loss, and all other incidents of ownership to the Waste Material, shall vest in
Contractor at the time Contractor or any transporter acting on its behalf takes physical
possession of Waste Material. Complete and maintain full records of the chain of custody
and control, including certificates of disposal or destruction, of all Waste Materials loaded,
transported and/or disposed of. Deliver all such records to the Owner in accordance with
applicable laws and regulations and any instructions from the Owner in a timely manner
and in any event prior to final payment(s) under this Contract.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 35 43***
Schwartz Center GENERAL ENVIRONMENTAL REQUIREMENTS
Roof Repairs
01 35 43-4
May 5, 2014
Contractor Waste Material Disposal Plan
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Contract No.:
Project Name/Description:
CU Project Manager:
Project End Date:
Project Start Date:
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Definitions for Use with Contractor Waste Material Disposal Plan:
The following is not solid waste: Discarded materials that are being beneficially used pursuant to
6NYCRR Section 360-1.15
A material is disposed of if it is discharged, deposited, injected, dumped, spilled, leaked or placed into or
on any land or water so that such material or any constituent thereof may enter the environment or be
emitted into the air or discharged into groundwater or surface water.
Asbestos: Any waste material containing the asbestiform varieties of: Chrysotile (serpentine); crocidolite
(riebeckite); amosite (cum- mingtonitegrunerite); anthophyllite; tremolite; and actinolite.
Batteries: All spent batteries being disposed that are regulated by New York State Department of
Environmental Conservation (NYSDEC) in 6 New York Code of Rules and Regulations (NYCRR) Part
374-3, or Environmental Protection Agency (EPA) in 40 Code of Federal Regulations (CFR) 273.2 as
Universal Waste Batteries.
Borrow Material: Fill material required for on-site construction that is obtained from other locations.
Chromium: Any waste containing chromium or contaminated with chromium that exceeds the Toxicity
Characteristic Leaching Procedure (TCLP) limit for chromium as defined in 6 NYCRR Part 371.3 or 40
CFR 261.24.
Clean Soil: Soil that is uncontaminated with any solid or hazardous waste, C&D debris, trees, stumps,
yard waste or wood chips per definitions of those terms below.
Construction and Demolition (C&D) Debris: Uncontaminated solid waste resulting from the
construction, remodeling, repair and demolition of utilities, structures and roads; and uncontaminated
solid waste resulting from land clearing. Such waste includes, but is not limited to bricks, concrete and
other masonry materials, soil, rock, wood (including painted, treated and coated wood and wood
products), land clearing debris, wall coverings, plaster, drywall, plumbing fixtures, non -asbestos
insulation, roofing shingles and other roof coverings, asphaltic pavement, glass, plastics that are not
sealed in a manner that conceals other wastes, empty buckets ten gallons or less in size and having no
more than one inch of residue remaining on the bottom, electrical wiring and components containing no
hazardous liquids, and pipe and metals that are incidental to any of the above. Solid waste that is not
C&D debris (even if resulting from the construction, remodeling, repair and demolition of utilities,
structures and roads and land clearing) includes, but is not limited to asbestos waste, garbage, corrugated
container board, electrical fixtures containing hazardous liquids such as fluorescent light ballasts or
transformers, fluorescent lights, carpeting, furniture, appliances, tires, drums, containers greater than ten
gallons in size, any containers having more than one inch of residue remaining on the bottom and fuel
tanks. Specifically excluded from the definition of construction and demolition debris is solid waste
(including what otherwise would be construction and demolition debris) resulting from any processing
technique, other than that employed at a department -approved C&D debris processing facility, that
renders individual waste components unrecognizable, such as pulverizing or shredding. Also, waste
contained in an illegal disposal site may be considered C&D debris if the department determines that such
waste is similar in nature and content to C&D debris.
Construction and Demolition Debris Processing Facility means a processing facility that receives and
processes construction and demolition debris by any means.
Revision date: May 2010
Page 1 of3
Contaminated PPE & Materials: Any personal protective equipment such as gloves, coveralls, boot
covers, respirator cartridges etc.; or rags, tools, articles or other material that has become adulterated by a
hazardous material, and which meets the definition of hazardous waste or is considered unsuitable for
disposal as regular trash.
Exempt C&D and Stump Facilities: The following facilities are exempt from Solid waste management
facility peiiiiitting requirements provided the facilities operate only between the hours of sunrise and
sunset, and (if the allowable waste comes from an off-site source) no fee or other form of consideration is
required for the privilege of using the facility for disposal purposes:
(i) A site at which only the following C&D debris is placed: recognizable uncontaminated concrete and
concrete products (including steel or fiberglass reinforcing rods that are embedded in the concrete),
asphalt pavement, brick, glass, soil and rock. (Recognizable means solid waste that can be readily
identified as CcerT) debris by visual observation.)
(ii) A landfill for the disposal of trees, stumps, yard waste and wood chips generated from these materials
is exempt when origin and disposal of such waste occur on properties under the same ownership or
control.
Hazardous Waste: Any waste material that meets the definition of "hazardous waste" in 6 NYCRR
371.1 and 40 CFR 261.3 and that is not excluded by regulation.
Land Clearing Debris means vegetative matter, soil and rock resulting from activities such as land
clearing and grubbing, utility line maintenance or seasonal or storm -related cleanup such as trees, stumps,
brush and leaves and including wood chips generated from these materials. Land clearing debris does not
include yard waste which has been collected at the curbside.
Lead: Any metallic lead or waste material containing lead, e.g. waste paint chips, that exceed the
Toxicity Characteristic Leaching Procedure (TCLP) limit for lead as defined in 6 NYCRR Part 371.3 or
40 CFR 261.24.
Light Bulbs: All spent lamps or light bulbs being disposed that are regulated in 6 NYCRR Part 374-3 or
40 CFR 273.5.
Mercury: Liquid mercury or any waste containing mercury at levels exceeding the Toxicity
Characteristic Leaching Procedure (TCLP) limit for mercury as defined in 6 NYCRR Part 371.3 or 40
CFR 261.24.
Mold: Construction material or debris contaminated with mold fungus that is unsuitable for reuse.
Other Toxic Metals: Any waste containing a metal or contaminated by a metal identified in, and
exceeding the Toxicity Characteristic Leaching Procedure (TCLP) limit of 6 NYCRR Part 371.3 or 40
CFR 261.24.PCBs: All electrical articles and equipment or the used oil removed from them, containing
polychlorinated biphenyls at levels regulated by 6 NYCRR 371.4(e)
Scrap Metal: Bits and pieces of metal parts (e.g., bars, turnings, rods, sheets, wire) or metal pieces that
may be combined together with bolts or soldering (e.g., radiators, scrap automobiles, railroad box cars),
which when worn or superfluous can be recycled.
Revision date: May 2010
Page 2 of 3
Solid Waste (Non C&D): Any garbage, refuse, sludge from a wastewater treatment plant, water supply
treatment plant, or air pollution control facility and other discarded materials including solid, liquid,
semisolid, or contained gaseous material, resulting from industrial, commercial, mining and agricultural
operations, and from community activities, but does not include solid or dissolved materials in domestic
sewage, or solid or dissolved materials in irrigation return flows or industrial discharges that are point
sources subject to permit under 33 USC 1342, or source, special nuclear or by-product material as defined
by the Atomic Energy Act of 1954, except as may be provided by existing agreements between the State
of New York and the government of the United States.
Solvents: Substances (usually liquid) suitable for, or employed in, solution, or in dissolving something;
as, water is the appropriate solvent for most salts, alcohol for resins, ether for fats, and mercury or acids
for metals, etc. Typically these are chemicals are used as paint thinners or cleaning solutions.
Spoil: Refuse material removed from an excavation.
Used Oil: Any oil refined from crude oil, or any synthetic oil, that has been used, and as a result of such
use is contaminated by physical or chemical impurities. "See 6 NYCRR 374-2 or 40 CFR 279"
Thermostats: Any mercury -containing theiiiiostat as defined in 6 NYCRR 374-3.1(d), or 40 CFR 273.4
Uncontaminated C&D Debris: C&D Debris that is not mixed or commingled with other solid waste at
the point of generation, processing or disposal, and that is not contaminated with spills of a petroleum
product, hazardous waste or industrial waste. Contamination from spills of a petroleum product does not
include asphalt or concrete pavement that has come into contact with petroleum products through normal
vehicle use of the roadway.
Revision date: May 2010
Page 3 of 3
CORNELL UNIVERSITY SECTION 01 35 44
Ithaca, New York SPILL CONTROL
SECTION 01 35 44 SPILL CONTROL
1.0 GENERAL
1.1 SPILL PREVENTION
A. In order to minimize the potential for discharge to the environment of oil, petroleum, or
hazardous substances on site, the following requirements shall apply to all projects:
1. All oil, petroleum, or hazardous materials stored or relocated temporarily on site
during the construction process shall be stored in such a manner as to provide
protection from vehicular damage and to provide containment of leaks or spills.
Horizontal diked oil storage tanks, temporary berms or barriers, or similar methods
shall be employed as appropriate at each site.
2. Any on-site filling or dispensing activities shall occur within an area in which a
temporary berm, boom, or similar containment barrier has been placed to prevent the
inadvertent discharge to the environment of harmful quantities of any products.
3. All oil, petroleum, or hazardous materials stored on site shall be located in such a
manner as to minimize the potential of damage from construction operations or
vehicles, away from drainage ways and environmentally sensitive areas, and in
accordance with all fire and safety codes.
B. Remove immediately from the site any storage, dispensing, or operating equipment that is
leaking oil or hazardous substances or is in anyway unsuitable for the safe storage of such
materials.
1.2 SPILL CONTROL PROCEDURES
All Contractor personnel working at the project site shall be knowledgeable of the potential health
and safety concerns associated with petroleum and other hazardous substances that could
potentially be released at the project site. Following are a list of activities that should be
conducted by the Contractor in the event of an oil/petroleum spill or the release of any other
hazardous substance. In the event of a large quantity spill that would require cleanup procedures
that are beyond the means of the Contractor, an emergency spill cleanup contractor shall be hired
by the Contractor. In the event the Contractor has the personnel necessary to clean up the spill,
the following procedures shall be followed:
A. Personnel discovering/responding to a spill shall:
1. Identify and locate the source of the spill. If unsafe conditions exist, leave the area,
inform nearby personnel, notify the site supervisor, and initiate spill reporting (Section
1. 3).
Schwartz Center Roof Repairs SPILL CONTROL
01 35 44-1
May 5, 2014
CORNELL UNIVERSITY SECTION 0135 44
Ithaca, New York SPILL CONTROL
2. Limit the discharge of product, if safely possible, by: (1) diverting discharge to a
containment area; (2) creating temporary dikes with soils or other available materials;
and (3) utilizing sorbent materials. If secondary containment is present, verify that
valves and drains are closed prior to diverting the product to this area.
3. The individual discovering a spill shall initiate containment procedures to prevent
material from reaching a potential migratory route, through implementation of the
following actions, or any other methods necessary. Methods employed shall not
compromise worker safety.
a. Stop the spill at once (if possible).
b. Extinguish sources of ignition (e.g., flames, sparks, hot surfaces, cigarettes,
etc.).
c. Clear personnel from the spill location and rope off the area.
d. Utilize available spill control equipment in an effort to ensure that fires,
explosions, and releases do not occur, recur, or spread.
e. Use sorbent materials to control the spill at the source.
f. Construct a temporary containment dike of sorbent materials, cinder blocks,
bricks, or other suitable materials to help contain the spill.
g.
Attempt to identify the character, exact source, amount, and area of the released
materials. Identification of the spilled material should be made as soon as
possible so that the appropriate cleanup procedure can be identified.
h. Assess possible hazards to human health or the environment as a result of the
release, fire, or explosion.
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.
Schwartz Center Roof Repairs SPILL CONTROL
01 35 44-2
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CORNELL UNIVERSITY SECTION 0135 44
Ithaca, New York SPILL CONTROL
d. Apply sorbent materials to pick up remaining liquid after bulk liquid has been
removed. The Contractor shall not walk over spilled material. Absorbed
material shall be picked up with a shovel and placed in a separate waste
container, and shall not be mixed with bulk liquid.
e. Clean spill control equipment and containers. Replace equipment in its proper
location. Restock or reorder any sorbents used to clean up the spill.
f. Carefully wash spilled product from skin and clothing using soap. Change
clothes, if necessary, to avoid further contact with product.
g. Disposal of all spilled product shall be made off-site, and shall be arranged
through the Contractor.
h. A Spill Report shall be completed, including a description of the event. A
sample Spill Documentation Form is provided in Appendix B.
C. Fire or Explosion:
1. In the event of a fire or explosion at the site, the Contractor shall:
a. Verify that the local fire department and the appropriate response personnel
(e.g., ambulance, police) have been notified.
b. Report to the scene, if safe to do so, and evaluate the situation (e.g., spill
character, source, etc.). Coordinate, as necessary, with other appropriate site
and emergency personnel.
c. Ensure that people are cleared from the area.
d. Ensure that fires are safely extinguished (if possible), valves closed, and other
immediate actions necessary to mitigate the emergency, if safe to do so.
e. Initiate responsible measures necessary to prevent subsequent fires, explosions,
or releases from occurring or spreading to other areas of the site. These
measures include stopping processes or operations, collecting and containing
released oil, or removing and isolating containers.
f.
Take appropriate action to monitor for: (1) leaks; (2) pressure build-ups; (3) gas
generation; or (4) ruptures in pipes, valves, or other equipment.
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.
Schwartz Center Roof Repairs SPILL CONTROL
01 35 44-3
May 5, 2014
CORNELL UNIVERSITY
Ithaca, New York
SECTION 01 35 44
SPILL CONTROL
The contractor shall be responsible for the initiation of spill reporting and documentation
procedures. All petroleum spills must be reported to NYSDEC Spill Hotline at 1-800- 457-
7362, less than two hours following discovery. Notification must be made to Cornell
Environmental Health and Safety (EH&S), 607.255.8200, within 24 hours of reporting the
release. The Contractor will be expected to provide EH&S with the DEC issued spill number.
Any petroleum spill must be reported to NYSDEC unless ALL of the following criteria apply:
TABLE 1
CRITERIA TO EXEMPT SPILL REPORTING
Quantity
The spill must be known to be less than 5 gallons.
Containment
The spill must be contained on an impervious surface or within an
impervious structure, such that it cannot enter the environment.
Control
The spill must be under control and not reach a drain or leave the
impervious surface.
Cleanup
The spill must be cleaned -up within two hours of occurrence.
Environment
The spill must not have already entered into the soil or groundwater or
onto surface water.
A release of a "reportable quantity"1 or unknown amount of a hazardous substance must also be
immediately reported to NYSDEC Spill Hotline. Spills of reportable quantities of chemicals or
"harmful quantities"2 of oil to navigable waters must be reported to the federal National
Response Center, 1-800-424-8802.
Spill Reporting Information: When making a telephone report, the caller should be prepared to
provide the following information, if possible:
1. The date and time of the spill or release.
2. The identity or chemical name of the material released or spilled, including an
indication of whether the material is defined as an extremely hazardous substance.
3. An estimate of the quantity of material released or spilled into the environment and
the approximate duration of the event.
4. The exact location of the spill, including the name(s) of the waters involved or
threatened, and/or other medium or media affected by the release or spill.
5. The source of the release or spill.
6. The name, address, and telephone number of the party in charge of, or responsible for,
the facility or activity associated with the release or spill.
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.
Schwartz Center Roof Repairs SPILL CONTROL
01 35 44-4
May 5, 2014
CORNELL UNIVERSITY SECTION 01 35 44
Ithaca, New York SPILL CONTROL
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.
wReportable 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***
Schwartz Center Roof Repairs SPILL CONTROL
01 35 44-5
May 5, 2014
CORNELL UNIVERSITY SECTION 01 41 00
Ithaca, New York REGULATORY REQUIREMENTS
SECTION 01 41 00 REGULATORY REQUIREMENTS
1.0 GENERAL
1.1 PERMITS AND LICENSES
A. The Contractor shall obtain, maintain and pay for all permits and licenses necessary for the
execution of the Work and for the use of such Work when completed. Such permits shall
include but are not limited to building, plumbing, backflow prevention, dig safe and
building demolition.
B. For any projects which include demolition of a structure or load-bearing elements of a
structure, the Contractor is required to complete a "Notification of Demolition and
Renovation" and provide this notification to the United State Environmental Protection
Agency (EPA) in advance of the work as specified in 40 CFR 61.145. The Contractor shall
also provide a copy of this notification to the Owner's Representative prior to any
demolition.
C. All Construction / Building / Hot Work and Occupancy permits shall be issued and
maintained through the City of Ithaca, at no cost to the Contractor.
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 alai in 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.
Schwartz Center REGULATORY REQUIREMENTS 01 41 00-1
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 41 00
Ithaca, New York REGULATORY REQUIREMENTS
1.4 OWNER'S REQUIREMENTS
A. The Contractor, Subcontractors, and employees of the Contractor and Subcontractors shall
comply with all regulations governing conduct, access to the premises, operation of
equipment and systems, and conduct while in or near the premises and shall perform the
Work in such a manner as not to unreasonably interrupt or interfere with the conduct of
business of the Owner.
B. Upon completion of the project, the Contractor agrees to provide the Owner with a
summary of municipal permit fees paid. This shall include the name of the permits secured,
the permit fees paid by the Contractor and a copy of the permit. If not permit fees were
required, the Contractor shall so state, in writing, upon completion of the project.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 41 00***
Schwartz Center REGULATORY REQUIREMENTS 01 41 00-2
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
SECTION 01 42 00 REFERENCES
1.0 GENERAL
1.1 INTENT OF CONTRACT DOCUMENTS
A. Notes or instructions shown on any one Drawing, apply where applicable, to all other Drawings.
B. All references to codes, specifications and standards referred to in the Specification Sections
and on the Drawings shall mean, and are intended to be, the latest edition, amendment and/or
revision of such reference standard in effect as of the date of these Contract Documents.
C. Install All Work in Compliance with:
1. Building Code of New York State
2. National Electric Code
3. Occupational Safety and Health Administration (OSHA).
4. Life Safety Code NFPA 101.
5. All local ordinances
6. Mechanical Code of New York State.
7. Fuel Gas Code of New York State.
8. Fire Code of New York State.
9. Plans and Specifications in excess of code requirements and not contrary to same.
1.2 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and other Division 1
Specification Sections, apply to this Section.
1.3 DEFINITIONS
A. "General": Basic Contract definitions are included in the Conditions of the Contract.
B. "Contract Documents": The Contract Documents consist of the Agreement between Owner
and Contractor, General Conditions, General Requirements, Drawings, Specifications,
addenda issued before execution of the Agreement, other documents listed in the
Agreement, and modifications issued after execution of the Agreement.
C. "The Contract": The Contract Documents form the Contract for construction and represent
the entire integrated Agreement between the Owner and Contractor.
Schwartz Center Roof Repairs REFERENCES 01 42 00-1
May 5, 2014
CORNELL
Ithaca, New
D.
E.
F.
G.
H.
I.
J.
K.
M.
N.
O.
P.
Q.
R.
S.
T.
UNIVERSITY
York
SECTION 01 42 00
REFERENCES
"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.
"Owner": Cornell University a New York corporation.
"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.
"Contractor": The Contractor, person, firm, or corporation with whom the Construction
Agreement contract is made by Owner.
"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.
"As Approved" or "Approved": Architect's or Owner's approval.
"As Directed": Owner's direction or instruction. Other terms including "requested,"
"authorized," "selected," "required," and "permitted" have the same meaning as "directed."
"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."
"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.
"Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly,
installation, and similar operations.
"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.
"Reinstall". To place back into a former position.
"Replace". Provide a substitute for.
"Provide": Furnish and install, complete and ready for the intended use.
"Concealed': Work installed in pipe shafts, chases or recesses, behind furred walls, above
ceilings, either permanent or removable.
"Exposed": All capital Work not identified as concealed.
"Project Site": Space available for perfomning 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.
Schwartz Center Roof Repairs REFERENCES 01 42 00-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
U. "As -Built Documents": Drawings and other records that are maintained by the Contractor
to record all conditions which exist when the building construction is completed. This
includes both the elements of the project itself and existing elements that are encountered
during the course of project construction.
V. "Record Drawings": Shows construction changes in the project and the final location of all
services, lines, outlets, and connections including underground and concealed items. The
"record" drawings shall be compiled by the Architect based on the working as -built
drawings and revised in accordance with the marked up drawings submitted by the
Contractor.
W. "Shop Drawings": Drawings, diagrams, illustrations, charts, brochures, and other data that
are prepared by Contractor or any Subcontractor, manufacturer, supplier or distributor, for
some portion of the work.
X. "Samples": Physical examples furnished to illustrate materials, equipment or workmanship,
and to establish standards by which the work will be judged.
Y. "General Conditions": The standardized contractual provisions describing the
responsibilities, rights and relationships of the Owner and Contractor under the construction
contract.
Z. "Contract Limit Lines": A limit line or perimeter line established on the drawings or
elsewhere in the contract documents defining the boundaries of the site available to the
contractor for construction purposes.
AA. "to do", "provide", "furnish", "install", etc., in these Specifications or on Drawings are
directions given to the Contractor;
1.4 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.
Schwartz Center Roof Repairs REFERENCES 01 42 00-3
May 5, 2014
CORNELL UNIVERSITY
Ithaca, New York
ADAAG Americans with Disabilities Act (ADA)
Architectural Barriers Act (ABA)
Accessibility Guidelines for Buildings and Facilities
Available from Access Board
www.access-board.gov
CFR Code of Federal Regulations
Available from Government Printing Office
www.gpoaccess.gov/cfr/index.html
FS
Federal Specification
Available from Department of Defense Single Stock Point
http://dodssp.daps.dla.mil
Available from Defense Standardization Program
www.dps.dla.mil
SECTION 01 42 00
REFERENCES
(800) 872-2253
(202) 272-0080
(866) 512-1800
(202) 512-1800
(215) 697-6257
Available from General Services Administration (202) 619-8925
www.gsa.gov
Available from National Institute of Building Sciences (202) 289-7800
www.nibs.org
UFAS Uniform Federal Accessibility Standards (800) 872-2253
Available from Access Board (202) 272-0080
www.access-board.gov
1.5 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
Schwartz Center Roof Repairs REFERENCES 01 42 00-4
May 5, 2014
CORNELL UNIVERSITY
Ithaca, New York
AASHTO American Association of State Highway and
Transportation Officials
www.transportation.org
AATCC American Association of Textile Chemists and Colorists (The)
www.aatcc.org
ABAA Air Barrier Association of America
www.airbarrier.org
ABMA American Bearing Manufacturers Association
www.abma-dc.org
ACI ACI International
(American Concrete Institute)
www.aci-int.org
SECTION 0142 00
REFERENCES
(202) 624-5800
(919) 549-8141
(866) 956-5888
(202) 367-1155
(248) 848-3700
ACPA American Concrete Pipe Association (972) 506-7216
www.concrete-pipe.org
AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257-2530
www.aeic.org
AF&PA American Forest & Paper Association (800) 878-8878
www.afandpa.org (202) 463-2700
AGA American Gas Association (202) 824-7000
www.aga.org
AGC Associated General Contractors of America (The) (703) 548-3118
www.agc.org
ARAM Association of Home Appliance Manufacturers (202) 872-5955
www.aham.org
AI Asphalt Institute
www.asphaltinstitute.org
American Institute of Architects (The)
www.aia.org
AISC American Institute of Steel Construction
www.aisc.org
AISI American Iron and Steel Institute
www.steel.org
AITC American Institute of Timber Construction
www.aitc-glulam.org
(859) 288-4960
(800) 242-3837
(202) 626-7300
(800) 644-2400
(312) 670-2400
(202) 452-7100
(303) 792-9559
Schwartz Center Roof Repairs REFERENCES 01 42 00-5
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
ALCA Associated Landscape Contractors of America
(Now PLANET - Professional Landcare Network)
ALSC American Lumber Standard Committee, Incorporated (301) 972-1700
www.alsc.org
AMCA Air Movement and Control Association International, Inc. (847) 394-0150
www.amca.org
ANSI American National Standards Institute (202) 293-8020
www.ansi.org
AOSA Association of Official Seed Analysts, Inc. (505) 522-1437
www.aosaseed.com
APA APA - The Engineered Wood Association (253) 565-6600
www.apawood.org
APA Architectural Precast Association (239) 454-6989
www.archprecast.org
API American Petroleum Institute (202) 682-8000
www.api.org
ARI Air -Conditioning & Refrigeration Institute (703) 524-8800
www.ari.org
ARMA Asphalt Roofing Manufacturers Association (202) 207-0917
www.asphaltroofing.org
ASCE American Society of Civil Engineers (800) 548-2723
www.asce.org (703) 295-6300
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
Schwartz Center Roof Repairs REFERENCES
01 42 00-6
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
AWI Architectural Woodwork Institute (800) 449-8811
www.awinet.org (703) 733-0600
AWPA American Wood -Preservers' Association (334) 874-9800
www.awpa.com
AWS American Welding Society (800) 443-9353
www.aws.org (305) 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.pbmdfcom
Schwartz Center Roof Repairs REFERENCES 01 42 00-7
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
CPPA Corrugated Polyethylene Pipe Association (800) 510-2772
www.cppa-info.org (202) 462-9607
CRI Carpet & Rug Institute (The) (800) 882-8846
www.carpet-rug.com (706) 278-3176
CRSI Concrete Reinforcing Steel Institute (847) 517-1200
www.crsi.org
CSI Cast Stone Institute (770) 972-3011
www.caststone.org
CSI Construction Specifications Institute (The) (800) 689-2900
www.csinet.org (703) 684-0300
CSSB Cedar Shake & Shingle Bureau (604) 820-7700
www.cedarbureau.org
CTI Cooling Technology Institute (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
Schwartz Center Roof Repairs REFERENCES 01 42 00-8
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
GA Gypsum Association (202) 289-5440
www.gypsum.org
GANA Glass Association of North America (785) 271-0208
www.glasswebsite.com
GS Green Seal (202) 872-6400
www.greenseal.org
GSI Geosynthetic Institute (610) 522-8440
www.geosynthetic-institute.org
HI Hydraulic Institute (888) 786-7744
www.pumps.org (973) 267-9700
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
LEST 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
Schwartz Center Roof Repairs REFERENCES 01 42 00-9
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
ILI Indiana Limestone Institute of America, Inc. (812) 275-4426
www.iliai.com
ISO International Organization for Standardization 41 22 749 01 11
www.iso.ch
Available from ANSI (202) 293-8020
www.ansi.org
ISSFA International Solid Surface Fabricators Association (877) 464-7732
www.issfa.net (702) 567-8150
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
Schwartz Center Roof Repairs REFERENCES 01 42 00-10
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
NACE NACE International (800) 797-6623
(National Association of Corrosion Engineers International) (281) 228-6200
www.nace.org
NADCA National Air Duct Cleaners Association
www.nadca.com
NAIMA North American Insulation Manufacturers Association
www.naima.org
NBGQA National Building Granite Quarries Association, Inc.
www.nbgqa.com
NCAA National Collegiate Athletic Association (The)
www.ncaa.org
NCMA National Concrete Masonry Association
www.ncma.org
NCPI National Clay Pipe Institute
www.ncpi.org
NCTA National Cable & Telecommunications Association
www.ncta.com
NEBB National Environmental Balancing Bureau
www.nebb.org
NECA National Electrical Contractors Association
www.necanet.org
NeLMA Northeastern Lumber Manufacturers' Association
www.nelma.org
NEMA National Electrical Manufacturers Association
www.nema.org
(202) 737-2926
(703) 684-0084
(800) 557-2848
(317) 917-6222
(703) 713-1900
(262) 248-9094
(202) 775-3550
(301) 977-3698
(301) 657-3110
(207) 829-6901
(703) 841-3200
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
Schwartz Center Roof Repairs REFERENCES 01 42 00-11
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
NGA National Glass Association (866) 342-5642
www.glass.org (703) /112-4890
NHLA National Hardwood Lumber Association (800) 933-0318
www.natlhardwood.org (901) 377-1818
NLGA National Lumber Grades Authority (604) 524-2393
www.nlga.org
NOFMA NOFMA: The Wood Flooring Manufacturers Association (901) 526-5016
www.nofiva.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
Schwartz Center Roof Repairs REFERENCES 01 42 00-12
May 5, 2014
CORNELL UNIVERSITY SECTION 0142 00
Ithaca, New York REFERENCES
PTI Post -Tensioning Institute
www.post-tensioning.org
RCSC Research Council on Structural Connections
www.boltcouncil.org
RFCI Resilient Floor Covering Institute
www.rfci.com
RIS Redwood Inspection Service
www.calredwood.org
SAE SAE International
www.sae.org
SBI Steel Boiler Institute
SDI Steel Deck Institute
www.sdi.org
SDI Steel Door Institute
www.steeldoor.org
SEFA Scientific Equipment and Furniture Association
www.sefalabs.com
SGCC Safety Glazing Certification Council
www.sgcc.org
SIA Security Industry Association
www.siaonline.org
STI Steel Joist Institute
www.steeljoist.org
SMA Screen Manufacturers Association
www.smacentral.org
SMACNA Sheet Metal and Air Conditioning Contractors'
National Association
www.smacna.org
SMPTE Society of Motion Picture and Television Engineers
www.smpte.org
SPFA Spray Polyurethane Foam Alliance
www.sprayfoam.org
(602) 870-7540
(800) 644-2400
(312) 670-2400
(301) 340-8580
(888) 225-7339
(415) 382-0662
(877) 606-7323
(724) 776-4841
(847) 458-4647
(440) 899-0010
(516) 294-5424
(315) 646-2234
(703) 683-2075
(843) 626-1995
(561) 533-0991
(703) 803-2980
(914) 761-1100
(800) 523-6154
Schwartz Center Roof Repairs REFERENCES 01 42 00-13
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
SPIB Southern Pine Inspection Bureau (The) (850) 434-2611
www.spib.org
SPRI Single Ply Roofmg Industry (781) 647-7026
www.spri.org
SSINA Specialty Steel Industry of North America (800) 982-0355
www.ssina.com (202) 342-8630
SSPC SSPC: The Society for Protective Coatings (877) 281-7772
www.sspc.org (412) 281-2331
STI Steel Tank Institute (847) 438-8265
www.steeltank.com
SWI Steel Window Institute (216) 241-7333
www.steelwindows.com
SWRI Sealant, Waterproofing, & Restoration Institute (816) 472-7974
www.swrionline.org
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
1'PI Turfgrass Producers International (847) 649-5555
www.turfgrasssod.org
TRI Tile Roofmg 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
Schwartz Center Roof Repairs REFERENCES 01 42 00-14
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
USGBC U.S. Green Building Council (202) 828-7422
www.usgbc.org
WASTEC Waste Equipment Technology Association (800) 424-2869
www.wastec.org (202) 244-4700
WCSC Window Covering Safety Council (800) 506-4636
www.windowcoverings.org
WDMA Window & Door Manufacturers Association (800) 223-2301
www.wdma.com
WI Woodwork Institute (916) 372-9943
www.wicnet.org
WMMPA Wood Moulding & Millwork Producers Association (800) 550-7889
www.wmmpa.com (530) 661-9591
WSRCA Western States Roofing Contractors Association (800) 725-0333
www.wsrca.com (650) 570-5441
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) 9314533
ICC -ES ICC Evaluation Service, Inc. (800) 423-6587
www.icc-es.org (562) 699-0543
NEC National Electric Code
Schwartz Center Roof Repairs REFERENCES 01 42 00-15
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
C. Federal Government Agencies: Where abbreviations and acronyms are used in
Specifications or other Contract Documents, they shall mean the recognized name of the
entities in the following list. Names, telephone numbers, and Web sites are subject to
change and are believed to be accurate and up-to-date as of the date of the Contract
Documents.
CE Army Corps of Engineers
www.usace.army.mil
CPSC Consumer Product Safety Commission (800) 638-2772
www.cpsc.gov (301) 504-7923
DOC Department of Commerce (202) 482-2000
www.commerce.gov
DOD Department of Defense (215) 697-6257
http://.dodssp.daps.dla.mil
DOE Department of Energy (202) 586-9220
www.energy.gov
EPA 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
Schwartz Center Roof Repairs REFERENCES 01 42 00-16
May 5, 2014
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
OSHA Occupational Safety & Health Administration
www.osha.gov
PBS Public Building Service
(See GSA)
PHS Office of Public Health and Science
www.osophs.dhhs.gov/ophs
RUS Rural Utilities Service
(See USDA)
SD State Department
www.state.gov
TRB Transportation Research Board
www.nas.edu/trb
USDA Department of Agriculture
www.usda.gov
USPS Postal Service
www.usps.com
2.0 PRODUCTS - NOT USED
3.0 EXECUTION - NOT USED
****END OF SECTION 0142 00****
(800) 321-6742
(202) 693-1999
(202) 690-7694
(202) 720-9540
(202) 647-4000
(202) 334-2934
(202) 720-2791
(202) 268-2000
Schwartz Center Roof Repairs REFERENCES 01 42 00-17
May 5, 2014
CORNELL UNIVERSITY SECTION 01 45 00
Ithaca, New York QUALITY CONTROL
SECTION 01 45 00 QUALITY CONTROL
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall provide and maintain an effective Contractor Quality Control (CQC)
program and perform sufficient inspections and tests of all items of work, including those of
Subcontractors, to ensure compliance with Contract Documents. 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.
Review of installation procedures and requirements.
Review of environmental and site condition requirements.
Schedule of the applicable portions of the Work.
v.
vi.
vii. Schedule of submission of samples, color chips,
consideration.
viii. Requirements for temporary facilities, site sign,
utilities, fences, Section 01500.
ix. Requirements for notification for reviews. Allow
notice to Architect for review of the Work.
and items for Owners
offices, storage sheds,
a minimum of 48 hour
Schwartz Center Roof Repairs QUALITY CONTROL
01 45 00-1
May 5, 2014
CORNELL UNIVERSITY SECTION 01 45 00
Ithaca, New York QUALITY CONTROL
x. Requirements for inspections and tests, as applicable. Schedule and
undertake inspections and tests in accordance with Section 01410.
xi. Delivery schedule of specified equipment.
xii. Special safety requirements and procedures.
b. The following minimum personnel shall be at the meeting:
i. Project Manager.
ii. Project Field Supervisor
iii. Subcontractor
iv. Architect's Representative
v. Owner's Representative
vi. Commissioning Agent, when applicable
vii. Testing Agency, when applicable
2. Preparatory Inspection. Perfoim 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 perfoiniance 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.
Schwartz Center Roof Repairs QUALITY CONTROL
01 45 00-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 45 00
Ithaca, New York QUALITY CONTROL
1.4 TESTING
A. The Owner may engage the services of an independent testing laboratory to confirm that an
installed item or element of work conforms to the Specification and workmanship
requirements.
1.5 OWNER'S REPRESENTATIVE
A. The Owner shall designate a Representative to monitor the progress and execution of the
work. The Representative shall have the authority to call for test samples, to approve or to
reject work performed and to stop work in progress, if, in its opinion, the work is not in
conformance with the Contract Documents. The Representative shall not be authorized to
make changes or interpretations of the Contract Documents.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
Schwartz Center Roof Repairs QUALITY CONTROL
01 45 00-3
May 5, 2014
CORNELL UNIVERSITY SECTION 01 50 00
Ithaca, New York TEMPORARY FACILITIES AND CONTROLS
SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall furnish, install and maintain all temporary facilities and services of
every kind, as required by the Contractor and by its subcontractors for their performance of
the Work and compliance with the Contract Documents, and shall remove such facilities
and complete such services upon the completion of all other work, or as Cornell University
may direct.
B. The Contractor shall obtain all required permits and approvals for and shall provide,
construct, or install, as well as operate, maintain, service and remove temporary facilities
and services.
1.2 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with Federal, State and local codes and safety regulations.
2.0 PRODUCTS
2.1 MATERIALS, GENERAL
A. Choice of materials, as suitable for the accomplishment of the intended purpose, is the
Contractor's option.
B. Materials may be new or used, but must not violate requirements of applicable codes,
standards and specifications.
2.2 TEMPORARY FIRST AID FACILITIES
A. Provide first aid equipment and supplies, with qualified personnel continuously available to
render first aid at the site.
B. Provide a sign, posted at the telephone, listing the telephone numbers for emergency
medical services: Physicians, ambulance services and hospitals.
2.3 TEMPORARY FIRE PROTECTION
A. Provide a fire protection and prevention program for employees and personnel at the site.
Comply with NFPA 241. Develop, manage, and supervise an overall fire -prevention and -
protection program for personnel at Project site. Review needs with local fire department
and establish procedures to be followed. Instruct personnel in methods and procedures.
Post warnings and information
Schwartz Center TEMPORARY FACILITIES AND CONTROLS 01 50 00-1
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 50 00
Ithaca, New York TEMPORARY FACILITIES AND CONTROLS
B. Equipment:
1. Provide and maintain fire extinguishing equipment ready for instant use at all areas of
the Project and at specific areas of critical fire hazard.
2. Hand extinguishers of the types and sizes recommended by the National Board of Fire
Underwriters to control fires from particular hazards.
3. Construction period use of permanent fire protection system.
4. Water hoses connected to an adequate water pressure and supply system to reach each
area or level of construction upon building enclosure or heating of the building.
5. Maintain existing standpipes and hoses for fire protection. Provide additional temporary
hoses where required to comply with requirements. Hang hoses with a warning sign
stating that hoses are for fire -protection purposes only and are not to be removed. Match
hose size with outlet size and equip with suitable nozzles. Provide hoses of sufficient
length to protect construction areas.
6. Maintain unobstructed access to fire extinguishers, fire hydrants, siamese connections,
standpipes, temporary fire -protection facilities, stairways, and other access routes for
firefighting.
7. Where existing or temporary fire protection services are being replaced with new fire
protection services, do not remove or impair existing or temporary services until new
services are placed into operation and use.
8. At earliest feasible date in each area of Project, complete installation of permanent fire -
protection facility and systems, including connected services, and place into operation
and use. Instruct key personnel on use of facilities. Protect and maintain permanent fire
protection system. Repair or replace any components damaged during construction.
C. Enforce fire -safety discipline:
1. Store combustible and volatile materials in an isolated, protected location.
2. Avoid accumulations of flammable debris and waste in or about the Project.
3. Prohibit smoking in the vicinity of hazardous conditions.
4. There is NO SMOKING allowed on construction sites located in any occupied
building. Smoking is prohibited in all Cornell University buildings.
5. Closely supervise welding and torch -cutting operations in the vicinity of combustible
materials and volatile conditions.
6. Supervise locations and operations of portable heating units and fuel.
D. Maintain fire extinguishing equipment in working condition, with current inspection
certificate attached to each extinguisher.
Schwartz Center TEMPORARY FACILITIES AND CONTROLS 01 50 00-2
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 50 00
Ithaca, New York TEMPORARY FACILITIES AND CONTROLS
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.
2.4 CONSTRUCTION AIDS
A. Provide construction aids and equipment required to assure safety for personnel and to
facilitate the execution of the Work; Scaffolds, staging, ladders, stairs, ramps, runways,
platforms, railings, hoists, cranes, chutes and other such equipment.
B. When permanent stair framing is in place, provide temporary treads, platforms and railings,
for use by construction personnel.
C. Maintain all equipment in a safe condition.
2.5 TEMPORARY ENCLOSURES
A. Provide temporary weather -tight enclosure for building exterior, maintain in-place until
installation of permanent enclosures. Provide temporary weather -tight enclosure of exterior
walls as work progresses for protection of construction, in progress and completed, from
exposure, foul weather, other construction operations, and similar activities, and as
necessary to provide acceptable working conditions, provide weather protection for interior
materials, provide weather protection for occupied areas, allow for effective temporary
heating, and to prevent entry of unauthorized persons.
1. Provide temporary exterior doors with self-closing hardware and padlocks or locksets.
2. Other enclosures shall be removable as necessary for work and for handling of
materials.
3. Where heating or cooling is needed and permanent enclosure is incomplete, insulate
temporary enclosures.
4. Coordinate enclosure with ventilation requirements, material drying or curing
requirements, and specified environmental limitations to avoid dangerous or detrimental
conditions and effects.
B. Provide temporary enclosures to separate work areas from areas of the existing building
occupied by Owner; to prevent penetration of dust or moisture into occupied areas, to
prevent damage to existing equipment, and to protect Owner's employees and operations
from construction work.
1. Temporary partition and ceiling enclosures: Framing and sheet materials which
comply with structural and fire rating requirements of applicable codes and standards.
Schwartz Center TEMPORARY FACILITIES AND CONTROLS 01 50 00-3
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 50 00
Ithaca, New York TEMPORARY FACILITIES AND CONTROLS
a. Close joints between sheet materials, and seal edges and intersections with
existing surfaces, to prevent penetration of dust or moisture.
b. In locations where fire protection is required, paint both sides of partitions and
ceilings with fire -retardant paint as required by local fire regulations.
2. Do not remove existing exterior enclosure systems until new exterior enclosure systems
are ready for installation. Complete removal of existing exterior enclosure systems as
soon as possible. Immediately after completing removal, install new exterior enclosure
systems and complete installation as soon as possible.
3. Do not remove existing HVAC systems connected to louvers at existing exterior
enclosure systems until new HVAC systems and louvers at exterior enclosure systems are
ready for installation. Complete removal of existing HVAC systems and louvers as soon
as possible. Immediately after completing removal, install new HVAC systems and new
louvers and complete installation as soon as possible.
2.6 TREE, PLANT AND LAWN PROTECTION
A. Preserve and protect existing trees, plants and lawns at the site which are designated to
remain, and those adjacent to the site.
B. Consult with Owner, and remove agreed -on roots and branches which interfere with
construction.
1. Employ qualified tree surgeon to remove, and to treat cuts.
C. Provide temporary fences to a height of six feet, around each, or around each group of trees
and plants. Provide temporary lawn protection to prevent soil compaction. Reference
Cornell University Design Standards and Details:
http:iicds.fs.corncll.edu!file%1. _8_ Protective%20Construction%20Fencing%20for%2OTrces%2ODtl.pdf
D. Protect root zones of trees, plants and lawn areas:
1. Do not allow vehicular traffic or parking.
2. Do not store materials or products.
3. Prevent dumping of refuse or chemically injurious materials or liquids.
4. Prevent puddling or continuous running water.
E. Carefully supervise excavating, grading and filling, and subsequent construction operations
to prevent damage.
F. Replace, or suitably repair, trees, plants and lawn areas designated to remain which are
damaged or destroyed due to construction operations.
G. Roots 2 inches or larger that are damaged or cut during construction are to be sawed off
close to the tree side of the excavation.
Schwartz Center TEMPORARY FACILITIES AND CONTROLS 01 50 00-4
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 50 00
Ithaca, New York TEMPORARY FACILITIES AND CONTROLS
H. During the leafing -out period in the spring, extra care should be exercised to reduce root
damage such as keeping exposed roots wet, saturating soil when backfilling around roots,
and backfilling as soon as possible.
I. Trees damaged during construction should be fertilized according to standard tree
maintenance practices.
If roots are cut back as a result of construction, proper pruning standards should be applied
to compensate for root loss, while maintaining the natural character of the tree.
2.7 GUARDRAILS AND BARRICADES
A. Provide guardrails, barricades, fences, footways, tunnels and other devices necessary to
protect personnel and employees at the site, and the public, against hazards on or adjacent to
the construction site.
1. Provide signs, warning lights, signals, flags and illumination as necessary to alert
persons to hazards and to provide safe, adequate visibility in areas of hazards.
2. Closed sidewalks need to be indicated with OSHA -approved signs, as well as, proper
barricades.
A.
2.8 PROJECT IDENTIFICATION AND SIGNS
A. No signs to be displayed at the project site, unless authorized by the Owner.
2.9 SECURITY
A. The Contractor shall provide security services as required to protect the interests of the
Owner.
2.10 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.
B. Provide a designated break area within the project site limits to minimize interaction
between construction personnel and the Campus community.
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.
Schwartz Center TEMPORARY FACILITIES AND CONTROLS 01 50 00-5
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 50 00
Ithaca, New York TEMPORARY FACILITIES AND CONTROLS
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.
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. 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***
Schwartz Center TEMPORARY FACILITIES AND CONTROLS 01 50 00-6
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 51 00
Ithaca, New York TEMPORARY UTILITIES
SECTION 01 51 00 TEMPORARY UTILITIES
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall furnish, install and maintain temporary utilities required by all trades
for construction. Remove on completion of Work.
B. The Contractor shall provide all labor and materials for temporary connections and
distribution.
1.2 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with National Electric Code, current edition.
B. Comply with Federal, State and local codes and safety regulations and with utility company
requirements.
2.0 PRODUCTS
2.1 MATERIALS, GENERAL
A. Materials may be new or used, but must be adequate in capacity for the required usage,
must not create unsafe conditions, and must not violate requirements of applicable codes
and standards.
2.2 TEMPORARY ELECTRICITY, LIGHTING AND WATER
A. The Contractor shall have access to the Owner's water and electric power for constructing
the Work. Temporary utility connections shall be made by the Contractor as close to its
operations as possible as long as such connections do not over -load the capacity of the
Owner's utilities or interfere with its customary utilization thereof. Utility access points
shall be determined in cooperation with and acceptable to the Owner.
B. The Contractor shall be responsible for the economic use of the Owner's Water and Power.
The Owner will pay for the water and power consumed in the construction of the Work as
long as economical usage of these utilities is maintained. The Owner reserves the right to
meter and charge for the power and water consumed if in the opinion of the Owner the
usage of these utilities is not economically conducted by the Contractor. In such an event,
the Owner shall give three (3) days written notice to the Contractor of its intentions to meter
and charge for temporary utilities used by the Contractor.
C. All temporary power systems including wiring shall be removed by the Contractor when no
longer required.
Schwartz Center Roof Repairs TEMPORARY UTILITIES
01 5100-1
May 5, 2014
CORNELL
Ithaca, New
D.
E.
UNIVERSITY
York
SECTION 01 51 00
TEMPORARY UTILITIES
Three-phase temporary power circuits shall be installed if required to operate construction
equipment of the various trades and to install materials.
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.
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.
Schwartz Center Roof Repairs TEMPORARY UTILITIES
01 51 00-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 51 00
Ithaca, New York TEMPORARY UTILITIES
h. Procure and coordinate the elevator maintenance contractor to gain access to the
elevator shaft as required to complete the work
2.4 TEMPORARY CONTRACTOR TELEPHONE SERVICE
A. Site Superintendent or their Representative shall carry a cellular telephone at all times.
2.5 TEMPORARY SANITARY FACILITIES
A. Provide adequate toilet and washing facilities for the use of personnel and employees;
locate convenient to work stations.
B. Existing plumbing facilities shall not be used by construction personnel.
C. Facilities may be portable chemical -type toilets or temporary flush toilets connected to
sanitary sewer, screened for privacy.
D. Service, clean and maintain facilities and enclosures in a neat, clean and sanitary condition.
3.0 EXECUTION
3.1 REMOVAL
A. Completely remove temporary materials and equipment when their use is no longer
required.
B. Clean and repair damage caused by temporary installations or use of temporary facilities.
C. Restore existing and permanent facilities used for temporary services to specified, or to
original, condition.
***END OF SECTION 01 51 00***
Schwartz Center Roof Repairs TEMPORARY UTILITIES
01 51 00-3
May 5, 2014
CORNELL UNIVERSITY SECTION 01 66 00
Ithaca, New York STORAGE AND PROTECTION
SECTION 01 66 00 STORAGE AND PROTECTION
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall receive, pile, store and handle all materials, equipment and other items
incorporated or to be incorporated in the Work, including items furnished by the Owner in a
careful and prudent manner and shall protect them against loss or damage from every
source.
B. The Contractor shall be responsible for obscuring from public view, in a manner acceptable
to the Owner, staging and storage areas.
1.2 TRANSPORTATION AND HANDLING
A. Transport and handle products in accordance with manufacturer's instructions; using means
and methods that will prevent damage, deterioration, and loss, including theft.
B. Schedule delivery to minimize long-term storage at Project site and to prevent
overcrowding of construction space.
C. Coordinate delivery with installation time to ensure minimum holding time for items that
are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other
losses.
D. Deliver products to Project site in an undamaged condition in manufacturer's original sealed
container or other packaging system, complete with labels and instructions for handling,
storing, unpacking, protecting, and installation.
E. Promptly inspect shipments to assure that products comply with requirements, quantities are
correct and products are undamaged.
F. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement or damage.
1.3 STORAGE
A. Materials stored on the Site shall be neatly piled and protected, and shall be stored in a neat
and orderly manner in locations that shall not interfere with the progress of the Work or
with the daily functioning of the Institution.
B. 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.
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Ithaca, New York STORAGE AND PROTECTION
1.4 PROTECTION
A. The Contractor shall provide security personnel and adopt other security measures as may
be necessary to adequately protect materials and equipment stored at the site. The
Contractor shall be obligated to replace or pay for all materials and equipment including
items furnished by the Owner which have been damaged or stolen prior to completion of the
Work.
B. Protection of Utilities
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.
1.5 PROTECTION AFTER INSTALLATION
A. Protect installed products, including Owner -provided products, and control traffic in
immediate area to prevent damage from subsequent operations.
B. 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.
C. 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***
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01 66 00-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 73 29
Ithaca, New York CUTTING, PATCHING AND REPAIRING
SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall be responsible for all cutting, fitting and patching, including
excavation and backfill, required to complete the Work or to:
1. Make its several parts fit together properly.
2. Uncover portions of the Work to provide for installation of ill-timed work.
3. Remove and replace defective work.
4. Remove and replace work not conforming to requirements of Contract Documents.
5. Remove samples of installed work as specified for testing.
6. Repair or restore existing or new surfaces and fmishes 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.
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3. Furnish and install all sleeves, inserts, hangers and supports required for the execution
of the Work.
1.2 SUBMITTALS
A. Submit a written request to the Architect prior to executing any cutting, alteration or
excavation which affects the work of the Owner, or which may affect the structural safety
of any portion of the Project. Include:
1. Identification of the Project.
2. Description of the affected work.
3. The necessity for doing the cutting, alteration or excavation.
4. The effect on the work of the Owner's property, or on the structural integrity of the
Project.
5. Description of the proposed work:
a. The scope of cutting, patching, alteration, or excavation.
b. Contractor and trades who will execute the work.
c. Products proposed to be used.
d. The extent of refinishing to be done.
6. Alternatives to cutting, patching or excavation.
7. Designation of the responsibility for the cost of cutting and patching.
8. Written permission of any separate contractor whose work will be affected.
B. Should conditions of the work of the schedule indicate a change of products from the
original installation, submit a request for substitution as specified in Section 01 25 00 -
Substitutions and Product Options.
C. Submit a written notice to the Architect and the Owner designating the date and the time the
work will be uncovered.
1.3 QUALITY ASSURANCE
A. Requirements for Structural Work: Do not cut and patch structural elements in a manner
that would change their load -carrying capacity for load -deflection ratio.
1. Obtain written approval of the cutting and patching proposal before cutting and
patching structural elements, including but not limited to the following:
a. Foundation construction
b. Bearing and retaining walls
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c. Structural concrete
d. Structural steel and lintels
e. Structural decking
f. Miscellaneous structural metals
g. Exterior wall back-up supports and anchoring systems
h. Piping, ductwork, vessels, and equipment supports
i. Equipment supports
B. Operational Limitations: Do not cut and patch operating elements or related components in
a manner that would result in reducing their capacity to perform as intended. Do not cut
and patch operating elements or related components in a manner that would result in
increased maintenance or decreased operation life or safety.
1. Obtain written approval of the cutting and patching proposal before cutting and
patching the following operating elements or safety related systems:
a. Primary operational systems and equipment
b. Air or smoke barriers
c. Water, moisture, or vapor barriers
d. Membranes and flashings
e. Fire protection systems
f. Control systems
g. Communication systems
h. Electrical wiring systems
i. Operating systems of special construction in MEP work
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.
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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
perfoimance will equal or surpass that of in-place or existing materials, and will match
visual appearance of in-place or existing materials.
3.0 EXECUTION
3.1 INSPECTION
A. Inspect existing conditions of the Project, including elements subject to damage or to
movement during:
1. Cutting and patching.
2. Excavation and backfilling.
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CORNELL UNIVERSITY SECTION 01 73 29
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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 perfoi 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.
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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
unifoi in color and appearance.
a. Patch with durable seams that are as invisible as possible. Provide materials and
comply with installation requirements specified in other Sections of these
Specifications.
6. Ceilings: Patch, repair, or re -hang existing ceilings as necessary to provide an even -
plane surface of unifoini 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.
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CORNELL UNIVERSITY SECTION 01 73 29
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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***
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CORNELL UNIVERSITY SECTION 01 74 00
Ithaca, New York CONSTRUCTION WASTE MANAGEMENT
SECTION 01 74 00 CONSTRUCTION WASTE MANAGEMENT
1.0 GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for the following:
1. Salvaging nonhazardous demolition and construction waste.
2. Recycling nonhazardous demolition and construction waste.
3. Disposing of nonhazardous demolition and construction waste.
4. Maintaining and implementing a comprehensive plan for maximizing recycling
and salvaging of waste materials and documenting quantity of recycled and
salvaged waste.
1.2 DEFINITIONS
A. Construction Waste: Building materials and other solid waste resulting from
construction, remodeling, renovation, or repair operations. Construction waste includes
packaging.
B. Demolition Waste: Building materials resulting from demolition or selective
demolition operations.
C. Disposal: Removal off-site of demolition and construction waste and subsequent sale,
recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having
jurisdiction.
D. Recycle: Recovery of demolition or construction waste for subsequent processing in
preparation for reuse.
E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in
another facility.
F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent
incorporation into the Work.
1.3 PERFORMANCE REQUIREMENTS
A. General: Achieve end -of -Project rates for salvage/recycling of minimum 50 percent by
weight of total non -hazardous solid waste generated by the Work. Practice efficient
waste management in the use of materials in the course of the Work. Use all reasonable
means to divert construction and demolition waste from landfills and incinerators.
Facilitate recycling and salvage of materials, including, but not limited to, the
following:
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1. Demolition Waste:
a. Concrete.
b. Concrete reinforcing steel.
c. Brick.
d. Concrete masonry units.
e. Wood studs.
f. Wood joists.
g. Plywood and oriented strand board.
h. Wood paneling.
i. Wood trim.
j. Structural and miscellaneous steel.
k. Rough hardware.
1. Roofing.
m. Insulation.
n. Doors and frames.
o. Door hardware.
p. Windows.
q. Glazing.
r. Metal studs.
s. Gypsum board.
t. Acoustical tile and panels.
u. Carpet.
v. Carpet pad.
w. Demountable partitions.
x. Equipment.
y. Cabinets.
z. Plumbing fixtures.
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aa. Piping.
bb. Supports and hangers.
cc. Valves.
dd. Sprinklers.
ee. Mechanical equipment.
ff. Refrigerants.
gg. Electrical conduit.
hh. Copper wiring.
ii. Lighting fixtures.
jj. Lamps.
kk. Ballasts.
11. Electrical devices.
mm. Switchgear and panel boards.
nn. Transformers.
2. Construction Waste:
a. Masonry and CMU.
b. Lumber.
c. Wood sheet materials.
d. Wood trim.
e. Metals.
f. Roofing.
g. Insulation.
h. Carpet and pad.
i. Gypsum board.
j. Piping.
k. Electrical conduit.
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1. Packaging: Regardless of salvage/recycle goal indicated in Paragraph
above, salvage or recycle 100 percent of the following uncontaminated
packaging materials:
- Paper.
- Cardboard.
- Boxes.
Plastic sheet and film.
- Polystyrene packaging.
Wood crates.
- Plastic pails.
1.4 SUBMITTALS, GENERAL
A. Forms: In addition to Owner's standard forms, use Contractor's or Waste Management
Company's standard forms containing the indicated minimum content.
1.5 ACTION SUBMITTALS
A. Waste Management Plan: Submit plan within 15 days of date established for the Notice
to Proceed.
1.6 INFORMATIONAL SUBMITTALS
A. Waste Reduction Progress Reports: Concurrent with each Application for Payment, but
not less than on a monthly basis, submit report. Include the following information:
1. Material category.
2. Generation point of waste.
3. Total quantity of waste in tons (tonnes).
4. Quantity of waste salvaged, both estimated and actual in tons (tonnes).
5. Quantity of waste recycled, both estimated and actual in tons (tonnes).
6. Total quantity of waste recovered (salvaged plus recycled) in tons (tonnes).
7. Total quantity of waste recovered (salvaged plus recycled) as a percentage of total
waste.
B. Waste Reduction Calculations: Before request for Substantial Completion, submit
calculated end -of -Project rates for salvage, recycling, and disposal as a percentage of
total waste generated by the Work. Do not include hazardous waste in calculations.
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C. Submit typewritten statement, signed by each of Owner's Representatives who have
been instructed, describing:
1. Method of Instruction.
2. Equipment and Systems Operated.
3. Length of Instruction Period.
D. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to
individuals and organizations. Indicate whether organization is tax exempt.
E. Recycling and Processing Facility Records: Indicate receipt and acceptance of
recyclable waste by recycling and processing facilities licensed to accept them. Include
manifests, weight tickets, receipts, and invoices.
F. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by
landfills and incinerator facilities licensed to accept them. Include manifests, weight
tickets, receipts, and invoices.
G. Qualification Data: For waste management coordinator and refrigerant recovery
technician.
H. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician
responsible for recovering refrigerant, stating that all refrigerant that was present was
recovered and that recovery was performed according to EPA regulations
1.7 QUALITY ASSURANCE
A. Waste Management Coordinator Qualifications: Experienced firm, with a record of
successful waste management coordination of projects with similar requirements.
B. Recycling Facility Qualifications: Experienced facility, with a record of successful
recycling rates and material end uses.
C. Refrigerant Recovery Technician Qualifications: Certified by EPA -approved
certification program.
D. Regulatory Requirements: Comply with hauling and disposal regulations of authorities
having jurisdiction.
E. Waste Management Conference: Conduct conference at Project site. Review methods
and procedures related to waste management including, but not limited to, the
following:
1. Review and discuss waste management plan including responsibilities of waste
management coordinator.
2. Review requirements for documenting quantities of each type of waste and its
disposition.
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3. Review and finalize procedures for materials separation and verify availability of
containers and bins needed to avoid delays.
4. Review procedures for periodic waste collection and transportation to recycling
and disposal facilities.
5. Review waste management requirements for Contractor, each trade, and other
parties that will be involved with disposal, recycling, and salvage of construction
and demolition waste for Project.
1.8 WASTE MANAGEMENT PLAN
A. General: Develop a waste management plan according to ASTM E 1609 and
requirements of this Section. Plan shall consist of waste identification, waste reduction
work plan, and cost/revenue analysis. Distinguish between demolition and construction
waste. Indicate quantities by weight or volume, but use same units of measure
throughout waste management plan.
B. Waste Identification: Indicate anticipated types and quantities of demolition and
construction waste generated by the Work. Include estimated quantities and
assumptions for estimates.
C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged,
recycled, or disposed of in landfill or incinerator. Include points of waste generation,
total quantity of each type of waste, quantity for each means of recovery, and handling
and transportation procedures.
1. Salvaged Materials for Reuse: For materials that will be salvaged and reused in
this Project, describe methods for preparing salvaged materials before
incorporation into the Work.
2. Salvaged Materials for Sale: For materials that will be sold to individuals and
organizations, include list of their names, addresses, and telephone numbers.
3. Salvaged Materials for Donation: For materials that will be donated to individuals
and organizations, include list of their names, addresses, and telephone numbers.
4. Recycled Materials: Include list of local receivers and processors and type of
recycled materials each will accept. Include names, addresses, and telephone
numbers.
5. Disposed Materials: Indicate how and where materials will be disposed of.
Include name, address, and telephone number of each landfill and incinerator
facility.
6. Handling and Transportation Procedures: Include method that will be used for
separating recyclable waste including sizes of containers, container labeling, and
designated location where materials separation will be performed.
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2.0 PRODUCTS — NOT USED
3.0 EXECUTION
3.1 PLAN IMPLEMENTATION
A. General: Implement approved waste management plan. Provide handling, containers,
storage, signage, transportation, and other items as required to implement waste
management plan during the entire duration of the Contract.
B. Waste Management Coordinator: Engage a waste management coordinator to be
responsible for implementing, monitoring, and reporting status of waste management
work plan.
C. Training: Train workers, trades, subcontractors, suppliers, Owner's construction forces,
and Owner's Separate Contractors on proper waste management procedures, as
appropriate for the Work and work occurring at Project site.
1. Distribute waste management plan to everyone concerned within three days of
submittal return.
2. Distribute waste management plan to entities when they first begin work on-site.
Review plan procedures and locations established for salvage, recycling, and
disposal.
D. Site Access and Temporary Controls: Conduct waste management operations to ensure
minimum interference with roads, streets, walks, walkways, and other adjacent
occupied and used facilities.
1. Designate and label specific areas on Project site necessary for separating
materials that are to be salvaged, recycled, reused, donated, and sold.
2. Comply with Section 01 50 00 "Temporary Facilities and Controls" for
controlling dust and dirt, environmental protection, and noise control.
3.2 SALVAGING DEMOLITION WASTE
A. Salvaged Items for Reuse in the Work: Salvage items for reuse and handle as follows:
1. Clean salvaged items.
2. Pack or crate items after cleaning. Identify contents of containers with label
indicating elements, date of removal, quantity, and location where removed.
3. Store items in a secure area until installation.
4. Protect items from damage during transport and storage.
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5. Install salvaged items to comply with installation requirements for new materials
and equipment. Provide connections, supports, and miscellaneous materials
necessary to make items functional for use indicated.
B. Salvaged Items for Sale and Donation: Not permitted on Project site.
C. Salvaged Items for Owner's Use: Salvage items for Owner's use and handle as follows:
1. Clean salvaged items.
2. Pack or crate items after cleaning. Identify contents of containers with label
indicating elements, date of removal, quantity, and location where removed.
3. Store items in a secure area until delivery to Owner.
4. Transport items to Owner's storage area as designated by Owner.
5. Protect items from damage during transport and storage.
D. Doors and Hardware: Brace open end of door frames. Except for removing door
closers, leave door hardware attached to doors.
E. Equipment: Drain tanks, piping, and fixtures. Seal openings with caps or plugs.
Protect equipment from exposure to weather.
F. Plumbing Fixtures: Separate by type and size.
G. Lighting Fixtures: Separate lamps by type and protect from breakage.
H. Electrical Devices: Separate switches, receptacles, switchgear, transformers, meters,
panel boards, circuit breakers, and other devices by type.
3.3 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL
A. General: Recycle paper, beverage containers, and other recyclable consumables used
by on-site workers.
B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives
received for recycling waste materials shall accrue to Contractor unless otherwise
indicated in the `Agreement'.
C. Preparation of Waste: Prepare and maintain recyclable waste materials according to
recycling or reuse facility requirements. Maintain materials free of dirt, adhesives,
solvents, petroleum contamination, and other substances deleterious to the recycling
process.
D. Procedures: Separate recyclable waste from other waste materials, trash, and debris.
Separate recyclable waste by type at Project site to the maximum extent practical
according to approved construction waste management plan.
Schwartz Center CONSTRUCTION WASTE MANAGEMENT 01 74 00-8
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 74 00
Ithaca, New York CONSTRUCTION WASTE MANAGEMENT
1. Provide appropriately marked containers or bins for controlling recyclable waste
until removed from Project site. Include list of acceptable and unacceptable
materials at each container and bin.
2. Inspect containers and bins for contamination and remove contaminated materials
if found.
3. Stockpile processed materials on-site without intermixing with other materials.
Place, grade, and shape stockpiles to drain surface water. Cover to prevent
windblown dust.
4. Stockpile materials away from construction area. Do not store within drip line of
trees.
5. Store components off the ground and protect from the weather.
6. Remove recyclable waste from Owner's property and transport to recycling
receiver or processor.
3.4 RECYCLING DEMOLITION WASTE
A. Concrete: Remove reinforcement and other metals from concrete and sort with other
metals.
B. Masonry: Remove metal reinforcement, anchors, and ties from masonry and sort with
other metals.
1. Clean and stack undamaged, whole masonry units on wood pallets.
C. Wood Materials: Sort and stack members according to size, type, and length. Separate
lumber, engineered wood products, panel products, and treated wood materials.
D. Metals: Separate metals by type.
1. Structural Steel: Stack members according to size, type of member, and length.
2. Remove and dispose of bolts, nuts, washers, and other rough hardware.
E. Gypsum Board: Stack large clean pieces on wood pallets or in container and store in a
dry location. Remove edge trim and sort with other metals. Remove and dispose of
fasteners.
F. Acoustical Ceiling Panels and Tile: Stack large clean pieces on wood pallets and store
in a dry location.
G. Metal Suspension System: Separate metal members including trim, and other metals
from acoustical panels and tile and sort with other metals.
H. Carpet and Pad: Roll large pieces tightly after removing debris, trash, adhesive, and
tack strips.
Schwartz Center CONSTRUCTION WASTE MANAGEMENT 01 74 00-9
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 74 00
Ithaca, New York CONSTRUCTION WASTE MANAGEMENT
1. Store clean, dry carpet and pad in a closed container or trailer provided by Carpet
Reclamation Agency or carpet recycler.
I. Carpet Tile: Remove debris, trash, and adhesive.
1. Stack tile on pallet and store clean, dry carpet in a closed container or trailer
provided by Carpet Reclamation Agency or carpet recycler.
J. Piping: Reduce piping to straight lengths and store by type and size. Separate supports,
hangers, valves, sprinklers, and other components by type and size.
K. Conduit: Reduce conduit to straight lengths and store by type and size.
L. Lighting Fixture Lamps: Separate lamps by type and protect from breakage.
3.5 RECYCLING CONSTRUCTION WASTE
A. Packaging:
1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store
in a dry location.
2. Polystyrene Packaging: Separate and bag materials.
3. Pallets: As much as possible, require deliveries using pallets to remove pallets
from Project site. For pallets that remain on-site, break down pallets into
component wood pieces and comply with requirements for recycling wood.
4. Crates: Break down crates into component wood pieces and comply with
requirements for recycling wood.
B. Wood Materials:
1. Clean Cut -Offs of Lumber: Grind or chip into small pieces.
2. Clean Sawdust: Bag sawdust that does not contain painted or treated wood.
C. Gypsum Board: Stack large clean pieces on wood pallets or in container and store in a
dry location.
Schwartz Center CONSTRUCTION WASTE MANAGEMENT 01 74 00-10
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 74 00
Ithaca, New York CONSTRUCTION WASTE MANAGEMENT
3.6 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged, recycled, or otherwise reused,
remove waste materials from Project site and legally dispose of them in a landfill or
incinerator acceptable to authorities having jurisdiction.
1. Except as otherwise specified, do not allow waste materials that are to be disposed
of to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent
surfaces and areas.
B. Burning: Do not burn waste materials.
C. Disposal: Remove waste materials from Owner's property and legally dispose of them.
***END OF SECTION 01 74 00***
Schwartz Center CONSTRUCTION WASTE MANAGEMENT 01 74 00-11
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 77 00
Ithaca, New York PROJECT CLOSEOUT
SECTION 01 77 00 PROJECT CLOSEOUT
1.0 GENERAL
1.1 INSPECTIONS
A. Within a minimum of five (5) days prior to substantial completion, when the Work has
reached such a point of completion that the building or buildings, equipment and apparatus
can be occupied and used for the purpose intended, the Contractor shall make a detailed
inspection of the Work to ensure that all requirements of the Contract have been met and
that the Work is complete and is acceptable. Contractor shall prepare and submit a list of
items to be completed and corrected (Contractor's punch list), indicating the value of each
item on the list and reasons why the Work is incomplete.
B. After receipt of the Contractor's initial punch list, the Architect will make an inspection of
the Work to determine that the Work is substantially complete and that requirements of the
Contract have been met and that the Work is sufficiently complete and is acceptable for use.
The Architect will submit a marked -up list of items to be completed and/or corrected,
inclusive of the Contractor's punch list. The Architect shall prepare a Certificate of
Substantial Completion, on the basis of an inspection, when the Architect has determined
that the work is substantially complete.
C. A copy of the report of the inspection will be furnished to the Contractor as the inspection
progresses so that the Contractor may proceed without delay with any part of the Work
found to be incomplete or defective.
D. When the items appearing on the report of inspection have been completed or corrected, the
Contractor shall so advise the Architect. After receipt of this notification and Contractor's
certified list of completed items, the Owner's Representative will inform the Contractor of
the date and time of final inspection. A copy of the report of the final inspection containing
all remaining contract exceptions, omissions and incomplete work will be furnished to the
Contractor.
E. After receipt of notification of completion and all remaining contract exceptions, omissions
and incomplete work from the Contractor, the Architect will make an inspection to verify
completion of the exception items appearing on the report of final inspection.
F. All work performed under a Fire Protection system Installation/Alteration Operating Permit
shall be inspected by the Ithaca Fire Department or if so delegated by the Ithaca Building
Department.
3. 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.
Schwartz Center Roof Repairs PROJECT CLOSEOUT
01 77 00-1
May 5, 2014
CORNELL UNIVERSITY SECTION 01 77 00
Ithaca, New York PROJECT CLOSEOUT
4. 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.
5. The Ithaca Fire Department Shall Witness the Acceptance or Reacceptance Testing
for the Following Conditions:
a. Testing of any new installation of a fire alarm, fire suppression, or fire detection
system as required by the Fire Code of New York State.
b. Hydrostatic testing of sprinkler system where the modification affects more than
20 sprinkler heads and the modified area can be isolated from the rest of the
system
c. Installation or replacement of a fire pump or drive elements of the fire pump.
d. A Fire Alarm System with added or deleted components.
e. A Fire Alarm System where the wiring or control circuits have been modified.
f. A Fire Alarm System where the control unit (Fire Alarm Panel) has been
replaced or the control unit software has been replaced.
g. A smoke control system where the master control unit, individual fan control
unit, or fan drive unit has been replaced or modified
h. An alternative fire suppression system that has been replaced or the actuation
elements have been modified. Except: fusible link replacement.
i. A modification or extension of the piping fur a fire standpipe system where a
hydrostatic test is required by NFPA 14.
1.2 SUBMITTALS
A. Contractor's List of Incomplete Items: 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.
Schwartz Center Roof Repairs PROJECT CLOSEOUT
01 77 00-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 77 00
Ithaca, New York PROJECT CLOSEOUT
1.3 FINAL CLEAN UP
A. Upon completion of the work covered by the Contract the Contractor shall leave the
completed Project ready for use and occupancy without the need of further cleaning of any
kind and with all Work in new condition and in perfect order. In addition, upon completion
of all Work the Contractor shall remove from the vicinity of the Work all plant, buildings,
rubbish, unused materials, concrete forms and other materials belonging to him or used
under its direction during construction or impairing the use or appearance of the property
and shall restore such areas affected by the work to their original condition, and, in the
event of its failure to do so, the same shall be removed by the Owner at the expense of the
Contractor, and the Contractor and/or its surety shall be liable therefore. Final clean-up
shall include but not be limited to the following:
1. All finished surfaces shall be swept, dusted, washed and polished. This includes
cleaning of the Work of all finishing trades where needed, whether or not cleaning by
such trades is included in their respective sections of the specifications.
2. Roofs, utility tunnels, manholes and pipe trenches and spaces between the new and
existing Work shall be left thoroughly cleaned.
3. Finished flooring shall be thoroughly cleaned in accordance with the manufacturer's
recommendations.
4. Where the finish of floors has been marred or damaged in any space or area, the entire
floor of that space or area shall be refinished as recommended by the manufacturers of
the flooring.
5. All equipment shall be in an undamaged, bright, clean, polished and new appearing
condition.
6. All new glass shall be washed and polished, both sides. The Contractor shall be
responsible for all breakage of glass in the area of the Work from the commencement
of its activities until the building is turned over to Owner. The Contractor shall
replace all broken glass and deliver the entire building with all glazing intact and
clean.
7. Provide new filters for all fan convectors after final cleaning.
8. Refer to exterior clean up. Remove paint and glazing compound from surfaces.
B. Clean adjacent structures and improvements of dust, dirt, and debris caused by construction
operations. Return adjacent areas to condition existing before construction operations
began.
C. Cleaning of Renovated Duct Systems and Existing Duct Systems in Renovated Areas:
1. Cleaning work shall be perfonued by firm which has minimum three years'
experience in mechanical cleaning of air systems. Work shall be done by skilled
mechanics, technicians and experienced supervisors.
Schwartz Center Roof Repairs PROJECT CLOSEOUT
01 77 00-3
May 5, 2014
CORNELL UNIVERSITY SECTION 01 77 00
Ithaca, New York PROJECT CLOSEOUT
2. Clean dirt, dust and debris from air units, associated equipment air ducts; sanitize
same. Cleaning shall include:
a. Cleaning of air unit's supply, return and exhaust sections including coils, fans,
filter racks, outdoor air intake shaft, and interior surfaces.
b. Cleaning of dampers, heating coils, humidifiers, and similar devices in
ductwork.
c. Marking of duct -mounted damper settings, prior to cleaning, and returning
dampers to marked positions after cleaning. This includes fire dampers, zone
dampers, balancing dampers and volume dampers.
d. Cleaning of terminal supply, return and exhaust grilles, registers and diffusers.
e. Cutting of access holes in ductwork for cleaning process, as well as sealing and
patching of same.
g.
Removal of portions of duct system which cannot otherwise be thoroughly
cleaned, and replacement thereof.
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.
Schwartz Center Roof Repairs PROJECT CLOSEOUT
01 77 00-4
May 5, 2014
CORNELL UNIVERSITY SECTION 01 77 00
Ithaca, New York PROJECT CLOSEOUT
1.5 ON-SITE CONSTRUCTION TRAILER REMOVAL
A. Within fifteen (15) days of removal of on-site construction trailers, contact Cornell
Facilities Inventory Office to notify them of removal to allow for updating of Campus
Police 911 Emergency Response System.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 77 00***
Schwartz Center Roof Repairs PROJECT CLOSEOUT
01 77 00-5
May 5, 2014
CORNELL UNIVERSITY SECTION 01 78 22
Ithaca, New York FIXED EQUIPMENT INVENTORY
SECTION 01 78 22 FIXED EQUIPMENT INVENTORY
1.0 GENERAL
1.1 ROOF SYSTEM INVENTORY
A. The Owner shall provide the Contractor with a list of Roof System Attributes to be
inventoried in an Excel template. (See Example in section 1.2)
B. The Contractor shall provide a dimensioned roof plan of the facility drawn to scale, Auto
CAD or Microstation format. Each roof panel of the roof system is to be labeled with a
unique ROOF ID number that will reference the Excel template to properly inventory Roof
System Attributes of each panel. Once populated, the Contractor shall electronically return
to the drawings to the Owner's Representative for review and approval.
1. Entire Roof Replacement Projects for a Facility: The contractor is to assign a ROOF
ID to each panel of the newly installed roofing system. The ROOF ID will be
comprised of the unique Cornell Facility Code number followed by an underscore and
a three digit number. (i.e. - Day Hall (Facility Code: 2026) - ROOF ID: 2006_001).
2. Partial Roof Replacement Projects for a Facility: The Owner will provide a
graphically representation of the facility's roof plan with the ROOF ID numbers
already assigned to each panel of the roof . The contractor is responsible to transfer
the assigned ROOF ID numbers to their new drawings to be returned to the Owner's
representatives. (See Example Roof Plan in section 1.3)
C. The Contractor shall populate the template (see Example List to be inventoried in Section
1.2). Once populated, the Contractor shall electronically return the list to the Owner's
Representative. The initial data to be captured on each panel of the newly installed roof
system shall include:
1. Roof Classification
2. Manufacturer (If applicable)
3. Description of System
4. Roof Material
5. Installation Type
6. Slope of Roof (Low or Steep)
7. Roof ID (See Section 1.1.B) for additional information
8. Area of Roof Panel (SF)
9. Contractor (Installer of Roof System)
Schwartz Center FIXED EQUIPMENT INVENTORY
Roof Repairs
01 78 22-1
May 5, 2014
CORNELL UNIVERSITY SECTION 01 78 22
Ithaca, New York FIXED EQUIPMENT INVENTORY
10. Warranty Number (If applicable)
11. Warranty Expiration Date (If applicable)
12. Material Warranty Number (If applicable)
13. Material Warranty Expiration Date (If applicable)
14. Asbestos Present (If any material remained in place during the reroofing project)
15. Insulation (Yes or No), Fastening type, Thickness
16. Flashing Material
17. Gutter Type (If applicable)
18. Downspout Type (If applicable)
19. Roof Drain Type (If Applicable)
20. Roofing Substrate
21. Facility (State or Endowed)
22. Vapor Barrier Type
23. Installation Date
24. Cost per Square Foot
25. Remaining Useful Life (RUL)
26. Type of Heat Trace Element (If applicable)
27. Type Snow Guard Systems (If applicable)
28. Additional Comments as Applicable
D. The Contractor shall electronically submit the Roof System data as specified above and any
related documentation (i.e. - O&M manuals and Warranty data) to the Owner's
Representative.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 78 22***
Schwartz Center FIXED EQUIPMENT INVENTORY 01 78 22-2
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 78 36
Ithaca, New York WARRANTIES AND BONDS
SECTION 01 78 36 WARRANTIES AND BONDS
1.0 GENERAL
1.1 DESCRIPTION
The Contractor shall:
A. Compile specified warranties and bonds.
B. Compile specified service and maintenance contracts.
C. Co -execute submittals when so specified.
D. Review submittals to verify compliance with Contract Documents.
E. Submit to Architect for transmittal to Owner.
1.2 SUBMITTAL REQUIREMENTS
A. Assemble warranties, bonds and service and maintenance contracts, executed by each of the
respective manufacturers, suppliers and subcontractors.
B. Number of original copies required:
1. Two (2) each hard copy
2. One (1) set in electronic format.
C. Table of Contents: Neatly typed, in orderly sequence. Provide complete infoimation for
each item.
1. Product or work item.
2. Firm, with name of principal, address and telephone number.
3. Scope.
4. Date of beginning of warranty, bond or service and maintenance contract.
5. Duration.
6. Provide information for Owner's personnel:
a. Proper procedure in case of failure.
b. Instances which might affect the validity of warranty or bond.
7. Contractor, name of responsible principal, address and telephone number.
Schwartz Center WARRANTIES AND BONDS
Roof Repairs
01 78 36-1
May 5, 2014
CORNELL UNIVERSITY SECTION 01 78 36
Ithaca, New York WARRANTIES AND BONDS
1.3 FORM OF SUBMITTALS (HARD COPY)
A. Prepare in duplicate packets.
B. Format:
1. Size 8-1/2 in. x 11 in., punch sheets for 3 -ring binder.
a. Fold larger sheets to fit binders.
C. 2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS".
List:
a. Title of Project
b. Name of Contractor
D. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers.
1.4 FORM OF SUBMITTALS (ELECTRONIC COPY)
A. The electronic version of the Warranties and Bonds will contain all of the same content as
the hard copy version Electronic copies shall be in pdf format
B. Provide a series of files organized in subdirectories with a summary index with hyperlinks
to the various documents and or references to separate CDs that contain the information.
1.5 TIME OF SUBMITTALS
A. Make final submittals within ten (10) days after Date of Substantial Completion, prior to
final request for payment.
B. For items of work when acceptance is delayed materially beyond the Date of Substantial
Completion, provide updated submittal within ten days after acceptance, listing the date of
acceptance as the start of the warranty period.
1.6 SUBMITTALS REQUIRED
A. Submit warranties, bonds, and service and maintenance contracts as specified in the
respective sections of Specifications.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 78 36***
Schwartz Center WARRANTIES AND BONDS 01 78 36-2
Roof Repairs May 5, 2014
CORNELL UNIVERSITY SECTION 01 78 39
Ithaca, New York RECORD DOCUMENTS
SECTION 01 78 39 RECORD DOCUMENTS
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall maintain at the site, during construction, one record copy of:
1. Drawings
2. Specifications
3. Addenda
4. Change Orders and other Modifications to the Contract
5. Architect's Field Orders or written instructions.
6. Final Shop Drawings, Product Data and Samples
7. Field Test records
8. Construction photographs
1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. Store documents and samples in Contractor's field office apart from documents used for
construction.
1. Provide files and racks for storage of documents.
2. Provide cabinet or storage space for storage of samples.
B. File documents and samples in accordance with Data Filing Format of the Uniform
Construction Index.
C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
D. Make documents and samples available at all times for review by the Owner's
Representative and the Architect.
Schwartz Center Roof Repairs RECORD DOCUMENTS
01 78 39-1
May 5, 2014
CORNELL UNIVERSITY SECTION 01 78 39
Ithaca, New York RECORD DOCUMENTS
1.3 RECORDING
A. Label each document "PROJECT RECORD" in neat large printed letters.
B. Record infoimation concurrently with construction progress.
1. Do not conceal any work until required information is recorded.
C. Drawings
Record drawings shall consist of making any changes neatly and clearly on the Contract
Drawings using colored ink or pencil, and the construction record drawings shall be kept
current on a day-to-day basis in concert with the progress of the work. Where applicable,
the change marked on a drawing is to carry the notation "per Change Order No. X", or
similar reference which cites the reason for the change. The day-to-day construction record
drawings shall be made available to the Architect or Owner's Representative for review
upon request. The "Record" drawings shall show the following information:
1. all significant changes in plan, sections, elevations and details, such as shifts in
location of walls, doors, windows, stairs and the like made during construction;
2. all significant changes in foundations, columns, beams, openings, concrete
reinforcing, lintels, concealed anchorages and "knock -out" panels made during
construction;
3. final location of electric signal system panels, final arrangement of all circuits and any
significant changes made in electrical signal system design as a result of Change
Order or job conditions;
4. final location and arrangement of all mechanical equipment and concealed gas,
sprinkler, domestic, sanitary and drainage systems piping and other plumbing,
including, but not limited to, supply and circulating mains, principal valves, meters,
clean -outs, drains, pumps and controls, vent stacks, sanitary and storm water drainage;
and
5. final location and arrangement of all underground utilities, connections to building
and/or rerouting of existing utilities, including, but not limited to, sanitary, storm,
heating, electric, signal, gas, water and telephone..
6. Final topographic contours of finished earth surfaces, finished grades, streets, etc.
7. Additions to project, elimination of project components, relocation of components.
B. Specifications and Addenda
Legibly mark each section to record:
1. Manufacturer, trade name, catalog number, and Supplier of each product and item of
equipment actually installed.
2. Changes made by Field Order or by Change Order.
Schwartz Center Roof Repairs RECORD DOCUMENTS
01 78 39-2
May 5, 2014
CORNELL UNIVERSITY SECTION 01 78 39
Ithaca, New York RECORD DOCUMENTS
1.4 SUBMITTAL
A. At Contract close-out, deliver copies of all record documents to the Owner's
Representative.
B. Accompany submittal with transmittal letter in duplicate, containing:
1. Date
2. Project title and number
3. Contractor's name and address
4. Title and number of each record document
5. Certification that each document is complete and accurate
6. Signature of Contractor or its authorized representative.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 78 39***
Schwartz Center Roof Repairs RECORD DOCUMENTS
01 78 39-3
May 5, 2014
CORNELL UNIVERSITY SECTION 061000
Ithaca, NY ROUGH CARPENTRY
SECTION 06 10 00 - ROUGH CARPENTRY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: All rough carpentry work ordinarily performed by carpenters, including:
1. Wood & Plywood blocking, cants, and nailers.
B. Related Requirements:
1. Section 07 62 00 "Sheet Metal Flashing and Trim."
1.2 SUBMITTALS
A. Product Data:
1. Include data for wood -preservative treatment from chemical treatment manufacturer and
certification by treating plant that treated materials comply with requirements. Indicate
type of preservative used and net amount of preservative retained.
Evaluation Reports: For the following, from ICC -ES:
1. Wood -preservative -treated wood.
1.3 QUALITY ASSURANCE
A. Grade Marks: Identify all plywood and lumber by official grade mark.
B. All lumber shall be kiln dried and well seasoned.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Stack lumber flat with spacers beneath and between each bundle to provide air circulation.
Protect lumber from weather by covering with waterproof sheeting, securely anchored. Provide
for air circulation around stacks and under coverings.
PART 2 - PRODUCTS
2.1 WOOD PRODUCTS, GENERAL
A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is
indicated, provide lumber that complies with the applicable rules of any rules -writing agency
Schwartz Center Roof Repairs ROUGH CARPENTRY 061000
05/05/2014
CORNELL UNIVERSITY SECTION 061000
Ithaca, NY ROUGH CARPENTRY
certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the
ALSC Board of Review to inspect and grade lumber under the rules indicated.
1. Factory mark each piece of lumber with grade stamp of grading agency.
2. Provide dressed lumber, S4S, unless otherwise indicated.
B. Maximum Moisture Content of Lumber: 15 percent unless otherwise indicated.
2.2 WOOD -PRESERVATIVE -TREATED LUMBER
A. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2.
1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no
arsenic or chromium.
B. Kiln -dry lumber after treatment to a maximum moisture content of 19 percent. Do not use
material that is warped or that does not comply with requirements for untreated material.
C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board
of Review.
D. Application: Treat the following items, unless noted otherwise on the drawings:
1. Plywood.
2.3 MISCELLANEOUS LUMBER
A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other
construction, including the following:
1. Blocking.
2. Nailers.
3. Rooftop equipment bases and support curbs.
4. Cants.
5. Furring.
6. Grounds.
B. For items of dimension lumber size, provide Construction or No. 2 grade lumber
1. Hem -fir (north); NLGA.
2. Western woods; WCLIB or WWPA.
3. Northern species; NLGA.
4. Eastern softwoods; NeLMA.
C. For blocking and nailers used for attachment of other construction, select and cut lumber to
eliminate knots and other defects that will interfere with attachment of other work.
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CORNELL UNIVERSITY SECTION 061000
Ithaca, NY ROUGH CARPENTRY
2.4 PLYWOOD
A. Plywood Panels: DOC PS 1, Exposure 1, C -D Plugged, in thickness indicated or, if not
indicated, not less than 3/4 -inch nominal thickness.
2.5 FASTENERS
A. General: Provide fasteners of size and type indicated that comply with requirements specified in
this article for material and manufacture.
1. Fasteners: Type 304 stainless steel.
B. Nails, Brads, and Staples: ASTM F 1667.
C. Wood Screws: ASME B18.6.1.
D. Lag Bolts: ASME B18.2.1.
E. CMU Anchors: Powers "Zamac Nailin" Pin Anchor.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and
fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit.
Locate nailers, blocking, and similar supports to comply with requirements for attaching other
construction.
B. Provide blocking and framing as indicated and as required to support facing materials, fixtures,
specialty items, and trim.
C. Sort and select lumber so that natural characteristics will not interfere with installation or with
fastening other materials to lumber. Do not use materials with defects that interfere with
function of member or pieces that are too small to use with minimum number of joints or
optimum joint arrangement.
D. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative -treated
lumber.
1. Use inorganic boron for items that are continuously protected from liquid water.
E. Use common nails unless otherwise indicated. Select fasteners of size that will not fully
penetrate members where opposite side will be exposed to view or will receive finish materials.
Make tight connections between members. Install fasteners without splitting wood. Drive nails
snug but do not countersink nail heads unless otherwise indicated.
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CORNELL UNIVERSITY SECTION 061000
Ithaca, NY ROUGH CARPENTRY
3.2 WOOD BLOCKING, AND NAILER INSTALLATION
A. Install where indicated and where required for attaching other work. Form to shapes indicated
and cut as required for true line and level of attached work. Coordinate locations with other
work involved.
B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces
unless otherwise indicated.
C. Where wood -preservative -treated lumber is installed adjacent to metal decking, install
continuous flexible flashing separator between wood and metal decking.
D. Provide permanent grounds of dressed, pressure -preservative -treated, key -beveled lumber not
less than 1-1/2 inches wide and of thickness required to bring face of ground to exact thickness
of finish material. Remove temporary grounds when no longer required.
END OF SECTION 06 10 00
Schwartz Center Roof Repairs ROUGH CARPENTRY 061000
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CORNELL UNIVERSITY SECTION 072413
Ithaca, NY EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
SECTION 07 24 13 - POLYMER -BASED EXTERIOR INSULATION AND FINISH SYSTEM
(EIFS)
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. EIFS-clad barrier -wall system localized removals and repairs.
B. Related Requirements:
1. Section 07 62 00 "Sheet Metal Flashing and Trim."
2. Section 07 92 00 "Joint Sealants" for sealing joints in EIFS with elastomeric joint
sealants and for perimeter joints between EIFS and other materials.
1.2 ACTION SUBMITTALS
A. Product Data: For each EIFS component, trim, and accessory.
B. Color Samples: For each exposed product and for each color and texture specified.
C. Manufacturer certificates.
1.3 QUALITY ASSURANCE
A. Installer Qualifications: An installer certified in writing by EIFS manufacturer as qualified to
install manufacturer's system using trained workers.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. BASF Wall Systems.
2. Dryvit Systems, Inc.
3. Sto Corp.
B. Source Limitations: Obtain EIFS from single source from single EIFS manufacturer and from
sources approved by EIFS manufacturer as tested and compatible with EIFS components.
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Ithaca, NY EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
2.2 PERFORMANCE REQUIREMENTS
A. EIFS Performance: Comply with ASTM E 2568 and with the following:
1. Weathertightness: Resistant to water penetration from exterior.
2. Impact Performance: ASTM E 2568, Standard impact resistance.
3. Bond Integrity: Free from bond failure within EIFS components or between EIFS and
substrates, resulting from exposure to fire, wind loads, weather, or other in-service
conditions.
2.3 EIFS MATERIALS
A. Primer/Sealer: EIFS manufacturer's standard substrate conditioner designed to protect substrates
from moisture penetration and to improve the bond between substrate and insulation adhesive.
B. Insulation Adhesive: EIFS manufacturer's standard formulation designed for indicated use;
compatible with substrate.
C. Molded, (Expanded) Rigid Cellular Polystyrene Board Insulation (EPS): Comply with
ASTM C 578, Type I.
1. Foam Build -Outs: Provide with profiles and dimensions indicated on Drawings. Match
existing profiles and rustication joints.
D. Reinforcing Mesh: Balanced, alkali -resistant, open -weave, glass -fiber mesh treated for
compatibility with other EIFS materials, made from continuous multiend strands with retained
mesh tensile strength of not less than 120 lbf/in. according to ASTM E 2098.
E. Base -Coat Materials: EIFS manufacturer's standard mixture.
F. Waterproof Adhesive/Base-Coat Materials: EIFS manufacturer's standard waterproof
formulation.
G. Primer: EIFS manufacturer's standard factory -mixed, elastomeric-polymer primer for preparing
base -coat surface for application of finish coat.
H. Finish -Coat Materials: EIFS manufacturer's standard acrylic -based coating.
1. Colors: Match existing.
2. Textures: Match existing.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Inspect locations identified on the project drawings for repair.
B. Establish clear understanding of the repair scope and process with the installer that will perform
the work.
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3.2 SELECTIVE DEMOLITION
A. Remove and replace EIFS in areas requiring localized repair as indicated on the drawings.
B. Use hearing, eye, ear and respiratory personal protective equipment when performing
demolition.
C. Provide adequate protection to persons and property from potential falling debris from
demolition and repair construction.
D. Limit the depth of cuts through the EIFS lamina into the insulation board to prevent damage of
the substrate. Use cutting methods that create a clean straight line.
E. Remove damaged insulation board by hand or in a manner which minimizes damage to the
substrate.
F. Remove and replace damaged substrate as required by conditions that may become evident as a
result of the demolition process
3.3 FLASHING REPLACEMENT
A. Remove enough area to permit proper installation of the roof base flashings in accordance with
076200 "Sheet Metal Flashing and Trim," and where indicated on the drawings.
B. Install replacement components in a sequence and manner to provide shingle -laps and provide a
continuous path for moisture drainage to the exterior of the wall via the flashing.
3.4 EIFS REPAIR
A. Comply with ASTM C 1397, ASTM E 2511, and EIFS manufacturer's written instructions for
installation of EIFS as applicable to each type of substrate.
B. Primer/Sealer: Apply over CMU substrates and where required by EIFS manufacturer for
improving adhesion of insulation to substrate.
C. Board Insulation: Adhesively attach insulation to substrate.
1. Coordinate installation of flashing and insulation to produce wall assembly that does not
allow water to penetrate behind flashing and EIFS lamina.
D. Waterproof Adhesive/Base Coat: To exposed surfaces of insulation, apply in minimum
thickness recommended in writing by EIFS manufacturer.
E. Base Coat: Apply to exposed surfaces of insulation in minimum thickness recommended in
writing by EIFS manufacturer, but not less than 1/16 -inch dry -coat thickness.
F. Reinforcing Mesh: Embed reinforcing mesh in wet base coat to produce wrinkle -free
installation with mesh continuous at corners, overlapped not less than 2-1/2 inches or otherwise
treated at joints to comply with ASTM C 1397 and EIFS manufacturer's written instructions. Do
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not lap reinforcing mesh within 8 inches of corners. Completely embed mesh, applying
additional base -coat material if necessary, so reinforcing -mesh color and pattern are invisible.
G. Additional Reinforcing Mesh: Apply strip reinforcing mesh around openings, extending 4
inches beyond perimeter. Apply additional 9 -by -12 -inch strip reinforcing mesh diagonally at
corners of openings (re-entrant corners). Apply 8 -inch- wide, strip reinforcing mesh at both
inside and outside corners unless base layer of mesh is lapped not less than 4 inches on each
side of corners.
H. Finish Coat: Apply over dry primed base coat, maintaining a wet edge at all times for uniform
appearance, in thickness required by EIFS manufacturer to produce a uniform finish of color
and texture matching approved sample and free of cold joints, shadow lines, and texture
variations.
END OF SECTION 07 24 13
Schwartz Center Roof Repairs (EIFS) 072413
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CORNELL UNIVERSITY SECTION 076200
Ithaca, NY SHEET METAL FLASHING AND TF
SECTION 07 62 00 - SHEET METAL FLASHING AND TRIM
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Replacement of metal roof gutters, scuppers, copings and flashings.
1. Formed gutter and apron sheet metal fabrications,
2. Formed scuppers,
3. Formed base and thru-wall flashings,
4. Gutter underlayment (liner).
B. Related Requirements:
1. Section 06 10 00 "Rough Carpentry."
2. Section 07 72 00 "Roof Accessories."
3. Section 07 24 13 "Polymer -Based Exterior Insulation Finish Systems (EIFS)
1.2 COORDINATION
A. Coordinate sheet metal flashing and trim layout and seams with sizes and locations of
penetrations to be flashed, and joints and seams in adjacent materials.
B. Coordinate sheet metal flashing and trim installation with adjoining roofing and wall materials,
joints, and seams to provide leakproof, secure, and noncorrosive installation.
1.3 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1. Review construction schedule. Verify availability of materials, Installer's personnel,
equipment, and facilities needed to make progress and avoid delays.
2. Review special roof details, roof drainage and condition of other construction that affect
sheet metal flashing and trim.
3. Review sheet metal flashing observation and repair procedures after flashing installation.
1.4 SUBMITTALS
A. Product Data: For each type of product.
1. Include construction details, material descriptions, dimensions of individual components
and profiles, and finishes for each manufactured product and accessory.
B. Shop Drawings: For sheet metal flashing and trim.
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1. Detail fabrication and installation layouts, expansion joint locations, and keyed details.
Distinguish between shop- and field -assembled work.
C. Qualification Data: For fabricator.
1.5 QUALITY ASSURANCE
A. Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing
and trim similar to that required for this Project and whose products have a record of successful
in-service performance.
B. Field Testing: In the presence of the owner and architect, provide water spray testing of the
completed work to ensure watertight performance.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Do not store sheet metal flashing and trim materials in contact with other materials that might
cause staining, denting, or other surface damage. Store sheet metal flashing and trim materials
away from uncured concrete and masonry.
B. Protect strippable protective covering on sheet metal flashing and trim from exposure to
sunlight and high humidity, except to extent necessary for period of sheet metal flashing and
trim installation.
PART 2- PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural
movement, thermally induced movement, and exposure to weather without failure due to
defective manufacture, fabrication, installation, or other defects in construction. Completed
sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.
B. Sheet Metal Standard for Flashing and Trim: Comply with SMACNA's "Architectural Sheet
Metal Manual" requirements for dimensions and profiles shown unless more stringent
requirements are indicated.
C. Sheet Metal Standard for Copper: Comply with CDA's "Copper in Architecture Handbook."
Conform to dimensions and profiles shown unless more stringent requirements are indicated.
D. Thermal Movements: Allow for thermal movements from ambient and surface temperature
changes to prevent buckling, opening of joints, overstressing of components, failure of joint
sealants, failure of connections, and other detrimental effects. Base calculations on surface
temperatures of materials due to both solar heat gain and nighttime -sky heat loss.
1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces.
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2.2 SHEET METALS
A. Zinc -Tin Alloy -Coated Copper Sheet: ASTM B 370, cold -rolled copper sheet, H00 temper, of
minimum uncoated weight (thickness) indicated; coated on both sides with zinc -tin alloy (50
percent zinc, 50 percent tin).
1. Products: Subject to compliance with requirements, provide the following:
a. Revere Copper Products, Inc.; FreedomGray.
2.3 UNDERLAYMENT MATERIALS
A. Felt: ASTM D 226/D 226M, Type II (No. 30), asphalt -saturated organic felt; nonperforated.
B. Self -Adhering, High -Temperature Sheet (Gutter Liner): Minimum 60 mils thick, consisting of a
slip -resistant polyethylene- or polypropylene -film top surface laminated to a layer of SBS -
modified asphalt adhesive, with release -paper backing; specifically designed to withstand high
metal temperatures beneath metal roofing. Provide primer according to written
recommendations of underlayment manufacturer.
1. Products: Subject to compliance with requirements, provide the following:
a. Polyguard Products, Inc.; Polystick MTS..
2. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F or higher.
C. Slip Sheet: Rosin -sized building paper, 3 lb/100 sq. ft.minimum.
2.4 MISCELLANEOUS MATERIALS
A. General: Provide materials and types of fasteners, solder, protective coatings, sealants, and other
miscellaneous items as required for complete sheet metal flashing and trim installation and as
recommended by manufacturer of primary sheet metal unless otherwise indicated.
B. Fasteners: Wood screws, annular threaded nails, self -tapping screws and bolts, and other
suitable fasteners designed to withstand design loads.
1. General: Blind fasteners or self -drilling screws, gasketed, with hex -washer head.
2. CMU Anchors: Powers'`Zamac Nailin" Pin Anchor.
3. Fasteners for Zinc -Tin Alloy -Coated Copper Sheet: Copper or passivated Series 300
stainless steel.
C. Solder:
1. For Zinc -Tin Alloy -Coated Copper: ASTM B 32, 100 percent tin, or high tin no lead. as
recommended by sheet metal manufacturer.
D. Sealant Tape: Pressure -sensitive, 100 percent solids, polyisobutylene compound sealant tape
with release -paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2
inch wide and 1/8 inch thick.
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E. Elastomeric Sealant: Refer to Section 079200 "Joint Sealants."
F. Butyl Sealant: ASTM C 1311, single -component, solvent -release butyl rubber sealant;
polyisobutylene plasticized; heavy bodied for hooked -type expansion joints with limited
movement.
G. Bituminous Coating: Cold -applied asphalt emulsion according to ASTM D 1187.
H. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application.
2.5 FABRICATION, GENERAL
A. General: Custom fabricate sheet metal flashing and trim to comply with details shown and
reconunendations in cited sheet metal standard that apply to design, dimensions, geometry,
metal thickness, and other characteristics of item required. Fabricate sheet metal flashing and
trim in shop to greatest extent possible.
1. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with
performance requirements, but not less than that specified for each application and metal.
2. Obtain field measurements for accurate fit before shop fabrication.
3. Form sheet metal flashing and trim to fit substrates without excessive oil canning,
buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded
back to form hems.
4. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners
on faces exposed to view. Pop Rivets are not permitted.
B. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to
a tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within
1/8 -inch offset of adjoining faces and of alignment of matching profiles.
C. Expansion Provisions: Form metal for thermal expansion of exposed flashing and trim.
1. Form elevated expansion joints of intermeshing hooked flanges, not less than 1 inch
deep, filled with butyl sealant concealed within joints.
2. Lapped expansion joints are not permitted.
D. Sealant Joints: Where movable, nonexpansion-type joints are required, form metal to provide
for proper installation of elastomeric sealant according to cited sheet metal standard.
E. Fabricate cleats and attachment devices from same material as accessory being.
F. Seams: Fabricate nonmoving seams with flat -lock seams. Buff, clean and tin edges to be
seamed, form seams, and solder.
G. Do not use graphite pencils to mark metal surfaces.
2.6 ROOF -GUTTER FABRICATIONS
A. Built-in Gutters: Fabricate to cross section required, with locked and soldered joints, complete
with end pieces, drain outlet tubes, expansion joints, flashings, aprons and other special
Schwartz Center Roof Repairs SHEET METAL FLASHING AND TRIM
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CORNELL UNIVERSITY SECTION 076200
Ithaca, NY SHEET METAL FLASHING AND TF
accessories as required. Fabricate in 36 -inch wide sheet widths, minimum 96 -inch- long
sections. Fabricate expansion joints and accessories from same metal as gutters unless otherwise
indicated.
1. Fabricate gutters with expansion joints where indicated on the drawings.
2. Fabricate gutters from the following materials:
a. Zinc -Tin Alloy -Coated Copper: 16 oz./sq. ft..
B. Scuppers: Fabricate scuppers to dimensions required, with closure flange trim over the walls.
Fabricate from the following materials:
1. Zinc -Tin Alloy -Coated Copper: 20 oz./sq. ft..
2.7 ROOF SHEET METAL FABRICATIONS
A. Copings: Fabricate in minimum 96 -inch- long, but not exceeding 12 -foot- long, sections.
Fabricate joint plates of same thickness as copings. Furnish with continuous cleats to support
edge of external leg. Miter corners, solder watertight. Shop fabricate interior and exterior
corners.
1. Fabricate from the Following Materials:
a. Zinc -Tin Alloy -Coated Copper: 20 oz./sq. ft..
B. Base Flashing: Shop fabricate interior and exterior corners. Fabricate from the following
materials:
1. Zinc -Tin Alloy -Coated Copper: 16 oz./sq. ft..
C. Counterflashing: Shop fabricate interior and exterior corners. Fabricate from the following
materials:
1. Zinc -Tin Alloy -Coated Copper: 16 oz./sq. ft..
D. Through -Wall Flashing: Fabricate continuous flashings in minimum 96 -inch- long, but not
exceeding 12 -foot- long, sections, under wall coverings. Form with 2 -inch- high, end dams.
Lap and seal all joints. Fabricate from the following materials:
1. Zinc -Tin Alloy -Coated Copper: 16 oz./sq. ft..
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for installation tolerances, substrate, and other conditions affecting performance of
the Work.
1. Verify compliance with requirements for installation tolerances of substrates.
2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely
anchored.
Schwartz Center Roof Repairs SHEET METAL FLASHING AND TRIM
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B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 UNDERLAYMENT INSTALLATION
A. Self -Adhering Sheet Underlayment: Install self -adhering sheet underlayment, wrinkle free.
Prime substrate if recommended by underlayment manufacturer. Comply with temperature
restrictions of underlayment manufacturer for installation; use primer for installing
underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not
less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2
inches. Roll laps and edges with roller. Cover underlayment within 14 days.
B. Apply slip sheet, wrinkle free, over underlayment before installing sheet metal flashing and
trim.
3.3 INSTALLATION, GENERAL
A. General: Anchor sheet metal flashing and trim and other components of the Work securely in
place, with provisions for thermal and structural movement. Use fasteners, solder, protective
coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal
flashing and trim system.
1. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat
seams with minimum exposure of solder, welds, and sealant.
2. Install sheet metal flashing and trim to fit substrates and to result in watertight
performance. Verify shapes and dimensions of surfaces to be covered before fabricating
sheet metal.
3. Space cleats not more than 12 inches apart. Attach each cleat with at least two fasteners.
Bend tabs over fasteners.
4. Install exposed sheet metal flashing and trim with limited oil canning, and free of
buckling and tool marks.
5. Torch cutting of sheet metal flashing and trim is not permitted.
6. Do not use graphite pencils to mark metal surfaces.
B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure -
treated wood or other corrosive substrates, protect against galvanic action or corrosion by
painting contact surfaces with bituminous coating or by other permanent separation as
recommended by sheet metal manufacturer or cited sheet metal standard.
1. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or
wood substrates, install underlayment and cover with slip sheet.
C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space
movement joints at maximum of 10 feet with no joints within 24 inches of corner or
intersection.
1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled
with sealant concealed within joints.
2. Use lapped expansion joints only where indicated on Drawings.
Schwartz Center Roof Repairs SHEET METAL FLASHING AND TRIM
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Ithaca, NY SHEET METAL FLASHING AND TF
D. Fasteners: Use fastener sizes that penetrate wood blocking or sheathing not less than 1-1/4
inches for nails and not less than 3/4 inch for wood screws.
E. Conceal fasteners and expansion provisions where possible in exposed work and locate to
minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight
installation.
F. Seal joints as required for watertight construction.
1. Use sealant -filled joints unless otherwise indicated. Embed hooked flanges of joint
members not less than 1 inch into sealant. Form joints to completely conceal sealant.
When ambient temperature at time of installation is between 40 and 70 deg F, set joint
members for 50 percent movement each way. Adjust setting proportionately for
installation at higher ambient temperatures. Do not install sealant -type joints at
temperatures below 40 deg F.
2. Prepare joints and apply sealants to comply with requirements in Section 07 92 00 "Joint
Sealants."
G. Soldered Joints: BUFF and clean surfaces to be soldered, removing oils and foreign matter. Pre -
tin edges of sheets with solder to width of 1-1/2 inches; however, reduce pre -tinning where pre -
tinned surface would show in completed Work.
1. Pre -tin zinc -tin alloy -coated copper when necessary.
2. Do not use torches for soldering.
3. Heat surfaces to receive solder, and flow solder into joint. Fill joint completely.
Completely remove flux and spatter from exposed surfaces.
4. Copper Soldering: Tin edges of uncoated sheets, using solder for copper.
3.4 ROOF -GUTTER SYSTEM INSTALLATION
A. General: Install sheet metal roof -drainage items to produce complete water tight roof -drainage
system.
B. Built-in Gutters: Join sections with fully locked and soldered joints. Provide for thermal
expansion. Slope to drains or scuppers. Provide end closures and solder watertight.
1. Anchor and loosely lock back edge of gutter to continuous eave or apron flashing.
2. Anchor back of gutter that extends onto roof deck with cleats spaced not more than 12
inches apart.
3. Install gutter with expansion joints at locations indicated, but not exceeding, 35 feet apart.
Install expansion joint caps.
C. Scuppers: Continuously support scupper, set to correct elevation, and solder flanges to built-in
gutter. Flange scupper body around wall opening.
1. Anchor scupper closure trim flange to exterior wall and seal with elastomeric sealant to
scupper.
2. Loosely lock front edge of scupper with conductor head.
Schwartz Center Roof Repairs SHEET METAL FLASHING AND TRIM
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CORNELL UNIVERSITY SECTION 076200
Ithaca, NY SHEET METAL FLASHING AND TF
3.5 ROOF FLASHING INSTALLATION
A. General: Install sheet metal flashing and trim to comply with performance requirements and
cited sheet metal standard. Provide concealed fasteners where possible, and set units true to line,
levels, and slopes. Install work with laps, joints, and seams that are permanently watertight and
weather resistant.
B. Copings: Anchor to resist uplift and outward forces according to recommendations in cited
sheet metal standard unless otherwise indicated.
1. Interlock exterior bottom edge of coping with continuous cleat anchored to substrate at
16 -inch centers.
2. Anchor interior leg of coping with cleats at 24 -inch centers.
C. Thru-Wall Flashing/ Counterflashing: Coordinate installation of counterflashing with
installation of base flashing. Insert counterflashing in cut reglets, minimum 1-1/2 inches deep or
surface mounted and sealed where indicated on the drawings. Extend counterflashing 4 inches
over base flashing. Lap counterflashing joints minimum of 4 inches. Secure by means of snap -in
installation and sealant or lead wedges and sealant unless otherwise indicated.
D. Baseflashing: Fabricate base flashing pieces as indicated on the drawings. Lock and fold into
counterflashing and thru-wall flashing.
E. Ridge Cap: Fabricate one-piece ridge cap pieces as indicated on the drawings. Lock and solder
joints. Fabricate drive cleat expansion joint.
3.6 ERECTION TOLERANCES
A. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance
of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8 -inch
offset of adjoining faces and of alignment of matching profiles.
B. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerances
specified in MCA's "Guide Specification for Residential Metal Roofing."
3.7 CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and
weathering.
B. Clean and neutralize flux materials. Clean off excess solder.
C. Clean off excess sealants.
D. Remove temporary protective coverings and strippable films as sheet metal flashing and trim
are installed unless otherwise indicated in manufacturer's written installation instructions. On
completion of sheet metal flashing and trim installation, remove unused materials and clean
finished surfaces as recommended by sheet metal flashing and trim manufacturer. Maintain
sheet metal flashing and trim in clean condition during construction.
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E. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond
successful repair by finish touchup or similar minor repair procedures.
3.8 FIELD QUALITY CONTROL
A. Testing: Contractor will perform tests and inspections to verify that the work is watertight.
B. Testing Services: Testing and inspection of the installed gutters, drains and flashings shall take
place as follows:
1. Water Spray Test: Following completion of the work, water spray test using a calibrated
nozzle, similar to the equipment indicated in test standard AAMA 501.2. Areas tested
shall not evidence water penetration.
2. Source of Water: The owner will provide access to an existing hose bibb. The contractor
shall provide all hoses and equipment.
3. Water Resistance Testing:
a. Water Test Pressure: 30-35psi.
b. Allowable Water Infiltration: No water penetration after 5 minutes.
4. Testing Extent: All gutters, roof drains, wall flashings and ridge caps replaced under this
contract. Subdivide areas to facilitate the test.
C. Repair, remove and/or replace noncomplying work and retest as specified above.
D. Additional testing and inspected, at Contractor's expenses will be performed to determine
compliance of replaced or additional work with specified requirements.
END OF SECTION 07 62 00
Schwartz Center Roof Repairs SHEET METAL FLASHING AND TRIM
076200
05/05/2014
CORNELL UNIVERSITY SECTION 077200
Ithaca, NY ROOF ACCESSORIES
SECTION 07 72 00 - ROOF ACCESSORIES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Rail -type, non -penetrating seam mounted snow guards.
2. Roof drains and accessories.
3. Pipe insulation.
B. Related Sections:
1. Section 07 62 00 "Sheet Metal Flashing and Trim."
1.2 PERFORMANCE REQUIREMENTS
A. General Performance: Roof accessories shall withstand exposure to weather and resist thermally
induced movement without failure, rattling, leaking, or fastener disengagement due to defective
manufacture, fabrication, installation, or other defects in construction.
1.3 SUBMITTALS
A. Product Data: For each type of roof accessory indicated. Include construction details, material
descriptions, dimensions of individual components and profiles, and finishes.
B. Color Samples: For color selection of snow guards.
C. Shop Drawings: Snow Guards.
1.4 CLOSEOUT SUBMITTALS
A. Operation and Maintenance Data: For roof accessories to include in operation and maintenance
manuals.
1.5 COORDINATION
A. Coordinate layout and installation of roof accessories with membrane liner, gutter and adjoining
construction to provide a leakproof, weathertight, secure, and noncorrosive installation.
Schwartz Center Roof Repairs ROOF ACCESSORIES 077200
05/05/2014
CORNELL UNIVERSITY SECTION 077200
Ithaca, NY ROOF ACCESSORIES
PART 2 - PRODUCTS
2.1 SNOW GUARDS
A. Seam -Mounted, Rail -Type Snow Guards:
1. Manufacturers: Subject to compliance with requirements, provide products by the
following:
a. Alpine Snow Guards; ASG3000G-U Standing Seam Pipe -Style Snow Guard
2. Description: Snow guard rails fabricated from metal pipes, bars, or extrusions, anchored
to brackets and equipped with two rails.
3. Snow Guard Block and Bracket: 6000 Series aluminum.
4. Tubing: 1 inch outside diameter stainless steel; 304 Series.
5. Couplings: 5 inch expansion couple; stainless steel; 304 Series.
6. End Caps, End Collars: stainless steel; 304 Series.
7. Ice Flags: Between every standing seam panel; 304 Series.
8. Finish: Powder Coated; Color by owner to match lead coated copper.
2.2 GUTTER DRAINS
A. High Dome Bottom Outlet Gutter Drain: Model 1630T; JR Smith Mfg. Co.
1. Outlet Size: 3 inches (to match existing).
2. Body Height: 4 inches.
3. Flange Diameter: 6 inches.
B. Drain Accessories:
I. Double Inlet Drainable Shims: Asphalt -free copper fabric flashing system with wicking
polymer fabric:
a. York Manufacturing; 5oz copper "Flash -Vent."
2.3 PIPING INSULATION
A. Fibrous Glass (Mineral Fiber) Insulation: Composed principally of fibers manufactured from
rock, slag, or glass with or without binders and asbestos free.
1. Preformed Pipe Insulation: Minimum Density 3 pcf; ASTM C547.
2. Premolded Fitting hlsulation: Minimum Denisty 4 pcf; ASTM C547, Class 1.
B. Insulation Jackets: Premolded PVC fitting jackets.
1. Constructed of high impact, UV resistant PVC.
Schwartz Center Roof Repairs ROOF ACCESSORIES 077200
05/05/2014
CORNELL UNIVERSITY SECTION 077200
Ithaca, NY ROOF ACCESSORIES
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations,
dimensions, and other conditions affecting performance of the Work.
B. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 SNOW GUARD INSTALLATION
A. Install snow guards according to manufacturer's written instructions.
B. Attachment for Standing -Seam Metal Roofing:
1. Do not use fasteners that will penetrate metal roofing, or fastening methods that void
metal roofing finish warranty.
2. Seam -Mounted, Rail -Type Snow Guards: Aluminum clamps attached to vertical ribs of
standing -seam metal roof panels.
3.3 GUTTER DRAIN INSTALLATION
A. Install roof drains at low points of roof areas according to roof membrane manufacturer's
written installation instructions.
1. Install flashing collar or flange of roof drain to prevent leakage between drain and
adjoining roofing. Maintain integrity of membranes where penetrated.
B. Cut, disassemble and reconnect cast iron piping to fit and mate with gutter drains for water tight
operation.
C. Fabricate double drain outlet shims of single pieces of flashing, tightly cut to match the profile
of the clamping ring. Extend the outer annulus of the shim beyond the clamping ring as
indicated in the details. Do not clog the drainage shims with debris or sealant.
D. Secure the gutter flashing into sleeve and specialty clamping ring or device.
E. Insulate storm piping from the interior to prevent condensation.
3.4 PROTECTION
A. Protect drains during remainder of construction period to avoid clogging with dirt or debris and
to prevent damage from traffic or construction work.
B. Place plugs in ends of uncompleted piping at end of each day or when work stops.
Schwartz Center Roof Repairs ROOF ACCESSORIES 077200
05/05/2014
CORNELL UNIVERSITY SECTION 077200
Ithaca, NY ROOF ACCESSORIES
3.5 FIELD QUALITY CONTROL
A. Drainage and Vent Piping System Tests: In the presence of the owner, test drainage and vent
systems by tightly obstructing openings in the piping system and fill the drains and gutters with
1 inch of standing water. Wait 15 minutes; check the joints and interior spaces for leaks.
B. Make corrective actions to address leakage.
END OF SECTION 07 72 00
Schwartz Center Roof Repairs ROOF ACCESSORIES 077200
05/05/2014
CORNELL UNIVERSITY SECTION 078100
Ithaca, NY APPLIED FIREPROOFING
SECTION 07 81 00 - APPLIED FIREPROOFING
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes repairs to sprayed fire -resistive materials (SFRM).
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Product certificates.
1.3 QUALITY ASSURANCE
A. Installer Qualifications: Work may be performed by any tradesmen, maintenance men, or firms
with expertise in the installation of fire protection or similar materials. All repair work must be
consistent and in compliance the application instructions.
B. Before proceeding with the fire protection work, identification of the extent of repairs shall be
verified. If the existing SFRM material can be identified with exactitude, as to the type, grade,
version, and material manufacturer; contact said material manufacturer and follow their specific
repair instructions and procedures.
PART 2 - PRODUCTS
2.1 MATERIALS, GENERAL
A. Assemblies: Provide fireproofing, including auxiliary materials, according to requirements of
each fire -resistance design and manufacturer's written instructions.
B. Fire -Resistance Design: Tested according to ASTM E 119 or UL 263 by a qualified testing
agency. Identify products with appropriate markings of applicable testing agency.
1. Steel roof members are to be considered unrestrained unless specifically noted otherwise.
C. Asbestos: Provide products containing no detectable asbestos.
2.2 FIRE -RESISTIVE MATERIALS
A. SFRM: Manufacturer's standard, factory -mixed, lightweight, wet or dry formulation, complying
with indicated fire -resistance design, and mixed with water at Project site to form a slurry or
mortar before conveyance and application.
Schwartz Center Roof Repairs APPLIED FIREPROOFING 078100
05/05/2014
CORNELL UNIVERSITY SECTION 078100
Ithaca, NY APPLIED FIREPROOFING
1. Fireproofing Rating: Match existing (lhrs).
2. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to
the following:
a. Carboline Company; a subsidiary of RPM International.
b. Grace Construction Products; W.R. Grace & Co. -- Conn.
c. Isolatek International.
d. Vellrath Group - Fire Patch.
3. Bond Strength: Minimum 150-lbf/sq. ft. cohesive and adhesive strength based on field
testing according to ASTM E 736.
4. Density: Not less than 15 lb/cu. ft. and as specified in the approved fire -resistance design,
according to ASTM E 605.
5. Thickness: As required for fire -resistance design indicated, measured according to
requirements of fire -resistance design or ASTM E 605, whichever is thicker, but not less
than 0.375 inch.
6. Combustion Characteristics: ASTM E 136.
7. Surface -Burning Characteristics: Flame -spread and smoke -developed indexes of 10 or
less according to ASTM E 84.
8. Compressive Strength: Minimum 10 lbf/sq. in. according to ASTM E 761.
9. Corrosion Resistance: No evidence of corrosion according to ASTM E 937.
10. Deflection: No cracking, spalling, or delamination according to ASTM E 759.
11. Effect of Impact on Bonding: No cracking, spalling, or delamination according to
ASTM E 760.
12. Air Erosion: Maximum weight loss of 0.025 g/sq. ft. in 24 hours according to
ASTM E 859.
2.3 AUXILIARY MATERIALS
A. General: Provide auxiliary materials that are compatible with fireproofing and substrates and are
approved by UL or another testing and inspecting agency acceptable to authorities having
jurisdiction for use in fire -resistance designs indicated.
B. Substrate Primers: Primers approved by fireproofing manufacturer.
C. Bonding Agent: Product approved by fireproofing manufacturer
D. Topcoat: Suitable for application over applied fireproofing; of type recommended in writing by
fireproofing manufacturer for each fire -resistance design.
Schwartz Center Roof Repairs APPLIED FIREPROOFING 078100
05/05/2014
CORNELL UNIVERSITY SECTION 078100
Ithaca, NY APPLIED FIREPROOFING
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for substrates and other conditions affecting performance of the Work and
according to each fire -resistance design.
3.2 PREPARATION
A. Cover other work subject to damage from fallout or overspray of fireproofing materials during
application.
B. Prime substrates where included in fire -resistance design and where recommended in writing by
fireproofing manufacturer unless compatible shop primer has been applied and is in satisfactory
condition to receive fireproofing.
3.3 APPLICATION
A. Construct fireproofing assemblies that are identical to fire -resistance design indicated and
products as specified, tested, and substantiated by test reports; for thickness, primers, sealers,
topcoats, and other materials and procedures affecting fireproofing work.
B. Comply with fireproofing manufacturer's written instructions for mixing materials, application
procedures, and types of equipment used to mix, convey, and apply fireproofing; as applicable
to particular conditions of installation and as required to achieve fire -resistance ratings
indicated.
C. Apply fireproofing to maximum extent possible. Following the spraying operation in each area,
complete the coverage by trowel application or other placement method recommended in
writing by fireproofing manufacturer.
D. Do not install enclosing or concealing construction until after fireproofing has been applied,
inspected, and tested and corrections have been made to deficient applications.
3.4 CLEANING AND REPAIRING
A. Cleaning: Immediately after completing spraying operations in each containable area of Project,
remove material overspray and fallout from surfaces of other construction and clean exposed
surfaces to remove evidence of soiling.
B. Repair fireproofing damaged by other work before concealing it with other construction.
C. Repair fireproofing by reapplying it using same method as original installation or using
manufacturer's recommended trowel -applied product.
END OF SECTION 07 81 00
Schwartz Center Roof Repairs APPLIED FIREPROOFING
078100
05/05/2014
CORNELL UNIVERSITY SECTION 079200
Ithaca, NY JOINT SEALANTS
SECTION 07 92 00 - JOINT SEALANTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Silicone joint sealants.
1.2 SUBMITTALS
A. Product Data: For each joint -sealant product.
B. Samples: For each kind and color of joint sealant required.
1.3 FIELD CONDITIONS
A. Do not proceed with installation of joint sealants under the following conditions:
1. When ambient and substrate temperature conditions are outside the limits permitted by
the joint sealant manufacturer or are below 40 deg F.
2. When joint substrates are wet.
3. Where joint widths are less than those allowed by joint -sealant manufacturer for
applications intended.
4. Where contaminants capable of interfering with adhesion have not yet been removed
from joint substrates.
PART 2 - PRODUCTS
2.1 JOINT SEALANTS, GENERAL
A. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range.
2.2 SILICONE JOINT SEALANTS
A. Silicone, S, NS, 50, NT: Single -component, nonsag, plus 50 percent and minus 50 percent
movement capability, nontraffic-use, neutral -curing silicone joint sealant; ASTM C 920,
Type S, Grade NS, Class 50, Use NT.
1. Products: Subject to compliance with requirements, provide one of the following:
a. Dow Corning Corporation; 791, 795.
Schwartz Center Roof Repairs JOINT SEALANTS 079200
05/05/2014
CORNELL UNIVERSITY SECTION 079200
Ithaca, NY JOINT SEALANTS
b. GE Construction Sealants; Momentive Performance Materials Inc.; SCS2000
SilPruf.
c. Sika Corporation; Sikasil WS -295.
2.3 JOINT -SEALANT BACKING
Cylindrical Sealant Backings: ASTM C 1330, Type 0 (open -cell material), and of size and
density to control sealant depth and otherwise contribute to producing optimum sealant
perfoimance.
B. Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant
manufacturer.
2.4 MISCELLANEOUS MATERIALS
Primer: Material recommended by joint -sealant manufacturer where required for adhesion of
sealant to joint substrates indicated, as determined from preconstruction joint -sealant -substrate
tests and field tests.
B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants
and sealant backing materials.
C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces
adjacent to joints.
PART 3 - EXECUTION
3.1 PREPARATION
A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to
comply with joint -sealant manufacturer's written instructions and the following requirements:
1. Remove laitance and form -release agents from concrete.
2. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do
not stain, harm substrates, or leave residues capable of interfering with adhesion.
B. Joint Priming: Prime joint substrates where recommended by joint -sealant manufacturer or as
indicated by preconstruction joint -sealant -substrate tests or prior experience.
C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with
adjoining surfaces.
3.2 INSTALLATION OF JOINT SEALANTS
A. General: Comply with ASTM C 1193 and joint -sealant manufacturer's written installation
instructions for products and applications indicated, unless more stringent requirements apply.
Schwartz Center Roof Repairs JOINT SEALANTS 079200
05/05/2014
CORNELL UNIVERSITY SECTION 079200
Ithaca, NY JOINT SEALANTS
B. Install sealant backings of kind indicated to support sealants during application and at position
required to produce cross-sectional shapes and depths of installed sealants relative to joint
widths that allow optimum sealant movement capability.
C. Install bond -breaker tape behind sealants where sealant backings are not used between sealants
and backs of joints.
D. Install sealants using proven techniques that comply with the following and at the same time
backings are installed:
1. Place sealants so they directly contact and fully wet joint substrates.
2. Completely fill recesses in each joint configuration.
3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow
optimum sealant movement capability.
E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing
begins, tool sealants to form smooth, uniform beads of configuration indicated. Use tooling
agents that are approved in writing by sealant manufacturer and that do not discolor sealants or
adjacent surfaces.
1. Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated.
END OF SECTION 07 92 00
Schwartz Center Roof Repairs JOINT SEALANTS 079200
05/05/2014
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CONNECT ROOF DRAIN TO EXISTING 3"+ CAST PIPING
NOTE:
REPLACE FIREPROOFING (NOT SHOWN) ON STEEL
ELEMENTS WHERE DISTURBED OR REMOVED.
TYPICAL GUTTER ROOF DRAIN DETAIL
SCALE: 6" = 1'-0"
3/4" PLYWOOD
EXISTING PRESSURE TREATED
3/4" PLYWOOD TO REMAIN
CLAMP TO EXISTING STANDING SEAM
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EXISTING LCC STANDING
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BRASS CLAMP
NOTE:
SEE ROOF PLAN & SECTIONS
FOR APPROXIMATE
LOCATION OF SNOW
GUARDS. SNOW GUARD
CLAMPS TO BE MOUNTED AT
LOCATIONS OF EXISTING LCC
STANDING SEAM CLEATS.
VERIFY IN FIELD.
SNOW GUARD DETAIL
SCALE: 11/2" = 1'-0"
RAIL STYLE SNOW GUARD
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SCALE: 11/2" = 1'-0"
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CONTINUOUS 20 OZ ZINC COATED COPPER
CLEAT, SET ON BUTYL TAPE & FASTEN
INTO EXISTING WOOD BLOCKING @ 6" O.C.
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SCALE: 11/2" = 1'-0"
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It is a violation of the New York State
Education Law, Article 145 Sec. 7209, for
any person unless he is acting under the
direction of a licensed professional
Architect, Engineer or Land Surveyor to
alter an item in any way. If an item
bearing the seal of an Architect, Engineer
or Land Surveyor is altered, the altering
Architect, Engineer or Land Surveyor shall
affix to the item his seal and the notation
"altered by" followed by his signature and
the date of such alteration, and a specific
description of the alteration.
PROJECT
NORTH
ROOF REPAIR PROJECT 9
Schwartz Center for the
Performing Arts
CORNELL UNIVERSITY
PROJECT NUMBER
319-14-004
The Contractor shall verify all dimensions
and notify the Architect in writing of any
discrepancies.
All drawings and specifications are the
property of the Architect and shall be
used only on the job designated.
MARK
DATE
DESCRIPTION
DRAWN
DMKS
CHECKED
DKA
DATE
05-05-14
SCALE
AS NOTED
SHEET TITLE
DETAILS
SHEET NUMBER
A- 502
SHEET 5 OF 5
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EXISTING LCC STANDING
SEAM ROOF PANEL
WOOD -FIBER CANT
EXISTING 1 /2"
POLYISOCYAN U RATE
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ZINC COATED COPPER SCUPPER & APRON
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ZINC COATED COPPER SCUPPER TO MATCH
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ADHERED LINER
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3/4" PLYWOOD
EXISTING PRESSURE TREATED
3/4" PLYWOOD TO REMAIN
EXISTING EIFS TO REMAIN,
RESTORE IF DISTURBED
ti
SCUPPER DETAIL ROOF AREA 'A'&'D'
SCALE: 11/2" = 1'-0"
1-2°°-F
CORING
EXISTING LCC STANDING SEAM ROOF ASSEMBLY,
SEE DETAIL 1/A-501.
COUNTERFLASHING AT WALL (BEYOND)
BACK DAM WHERE
ZINC COATED COPING
TERMINATES AT
WALL, TYP.
/ 227 //7 //7 - /1// /// /// 7:77 /
//; // //,/
/
/
/
/
/
ZINC COATED
COPPER COPING,
LOCK & SOLDER
JOINTS, TYP.
SEALANT
i,
/
/ //"
///,
/
/
// /
/
EXISTING EIFS TO REMAIN,
RESTORE IF DISTURBED
3/4" PLYWOOD
/
/
/
GUTTER
12
APPROXIMATE SLOPE
SEE DETAIL 1/A-501 FOR
TYPICAL GUTTER NOTES.
/
/
/
AKRON
/
/
/
/
/
/ / / /7/ /
,'i
/
//
/ 7
i /
/ / /,
,
/
/
'417//A2r /AM
ZINC COATED
COPPER GUTTER
& APRON
EXISTING PRESSURE TREATED
PLYWOOD TO REMAIN
ti
GUTTER DETAIL ROOF AREA 'A'&'D'
SCALE: 11/2" = 1'-0"
CUT BACK EXISTING EIFS COATING 1'-0".
REMOVE & REPLACE EXISTING EXPANDED
POLYSTYRENE INSULATION AS REQUIRED TO
INSTALL COUNTERFLASHING. PATCH EIFS TO
ALIGN & MATCH EXISTING SURFACE
ZINC COATED COPPER
COUNTERFLASHING, SPRING LOCK
w/ LEAD WEDGES & SEALANT
EXISTING LCC APRON TO REMAIN
EXISTING LCC STANDING
SEAM ROOF ASSEMBLY
TO REMAIN
z
1
NOTE:
VERIFY BED
JOINT LOCATION
OF EXISTING CMU
WALL.
•
SEE DETAIL 1/A-501 FOR
TYPICAL GUTTER NOTES.
12
12
APPROXIMATE SLOPE
GUTTER TO WALL DETAIL ROOF AREA 'C'
SCALE: 11/2" = 1'-0"
2
12
APPROXIMATE SLOPE
ROOF TO WALL DETAIL (HIGHPOINT)
SCALE: 11/2" = 1'-0"
5
12
APPROXIMATE SLOPE
SEE DETAIL 1/A-501 FOR
TYPICAL GUTTER NOTES.
CUT SACK EXISTING EIFS COATING 1'-0".
REMOVE & REPLACE EXISTING EXPANDED
POLYSTYRENE INSULATION AS REQUIRED TO
INSTALL COUNTERFLASHING. PATCH EIFS TO
ALIGN & MATCH EXISTING SURFACE
ZINC COATED COPPER
COUNTERFLASHING
EXISTING LCC
STANDING SEAM
ROOF PANEL
±1
/
/
/
/
/
/
/
4"
ZINC COATED COPPER
GUTTER & APRON
LOCK & SEAL ZINC
COATED COPPER
SCUPPER
ZINC COATED
COPPER COLLAR
UNDER SCUPPER
z
1
/-
•
ZINC
COATED
COPPER
COPING
SCUPPER ISOMETRIC
FOR INFORMATION ONLY
19-2" ± COIRN
EXISTING CMU WALL
SEALANT
SURFACE MOUNTED
COUNTERFLASHING
Cay RAKE EDGE
ZINC COATED COPPER
GUTTER & APRON
ZINC COATED
COPPER COPING
EIFS ASSEMBLY NOT
SHOWN FOR CLARITY
GUTTER END DAM ISOMETRIC
FOR INFORMATION ONLY
(E)
•
(E)
THRU-WALL FLASHING NOTES:
1) RAKE FLASHING: LAP THU-WALL JOINTS 3" MIN.
STRIP IN JOINTS w/ SELF -ADHERED MEMBRANE.
2) HORIZONTAL FLASHING: LOCK & SOLDER JOINTS.
7 ROOF TO WALL DETAIL (RAKE)
-50 SCALE: 11/2" = T- 0"
EXISTING CMU WALL
EXISTING SCUPPER PHOTO
FOR INFORMATION ONLY
EXPANDED POLYSTYRENE INSULATION
SEALANT
EXISTING GUTTER/WALL PHOTO
FOR INFORMATION ONLY
EIFS REINFORCING & COATING TO ALIGN AND
MATCH EXISTING COATING COLOR & FINISH
ZINC COATED COPPER COUNTERFLASHING,
SPRING LOCK w/ LEAD WEDGES & SEALANT
LOCK EXISTING LCC STANDING SEAM
TO COUNTERFLASHING
(ET
SAW CUT
EXISTING
MORTAR
JOINT
REGLET COUNTERFLASHING DETAIL
SCALE: 3" = T- 0"
EXISTING CMU WALL
SEALANT
EPDM WASHERED 5.5. MASONRY FASTENER 0 1-0" 0.C.
EXPANDED POLYSTYRENE INSULATION
ElF5 REINFORCING & COATING TO ALIGN AND
MATCH EXISTING COATING COLOR & FINISH
SURFACE MOUNTED ZINC COATED COPPER
COUNTERFLASHING 0 RAKE EDGE
LOCK EXISTING LCC STANDING SEAM
TO COUNTERFLASHING
"L" --
(E)
9 SURFACE MOUNTED COUNTERFLASHING DETAIL
-50 SCALE: 3" = T- 0"
Ina
215 Wyoming Street 1Z1 NtsfadAteor Rd
Syracuse, NY 13204 Wie 125
Mtsfv4 NY 14S4
info@bellandspina.com
www.bellandspina.com
It is a violation of the New York State
Education Law, Article 145 Sec. 7209, for
any person unless he is acting under the
direction of a licensed professional
Architect, Engineer or Land Surveyor to
alter an item in any way. If an item
bearing the seal of an Architect, Engineer
or Land Surveyor is altered, the altering
Architect, Engineer or Land Surveyor shall
affix to the item his seal and the notation
"altered by" followed by his signature and
the date of such alteration, and a specific
description of the alteration.
PROJECT
NORTH
CONSULTANT
ROOF REPAIR PROJECT 9
Schwartz Center for the
Performing Arts
CORNELL UNIVERSITY
PROJECT NUMBER
319-14-004
The Contractor shall verify all dimensions
and notify the Architect in writing of any
discrepancies.
All drawings and specifications are the
property of the Architect and shall be
used only on the job designated.
MARK
DATE
DESCRIPTION
DRAWN
DMKS
CHECKED
DKA
DATE
05- 05-14
SCALE
AS NOTED
SHEET TITLE
DETAILS
SHEET NUMBER
A— 501
SHEET 4 OF 5
roof\drawin gs\05_workin g\a-30
C
U
•
PHOTO
2/A-301
PHOTO
3/A-301
SNOW GUARD, TYP.
SEE PLAN 1/A-101 FOR
APPROXIMATE
LOCATIONS
APPROX. SLOPE
12
APPROX. SLOPE
12
EXISTING EIFS
RUSTICATION JOINTS
APPROX. SLOPE
12
2
CATWALK
APPROX. SLOPE
12
2
•
I
1
REMOVE & REPLACE EIFS FOR
THRU-WALL FLASHING REPAIRS.
STORAGE
PROSCENIUM THEATRE
STORAGE
SECTION THROUGH ROOF AREAS 'B' 'C' 'D' & 'E'
SCALE: /4" = 1'-0"
.................
.................
.................
PHOTOGRAPH ROOF AREAS 'B' 'C'
FOR INFORMATION ONLY
..........................
PHOTOGRAPH ROOF AREAS 'B' 'C' 'D'
FOR INFORMATION ONLY
•
•
1
APPROX. SLOPE
12
APPROX. SLOPE
12
SIM.
Ah T.O. RIDGE
69'-0"
EXISTING MARBLE BANDING
REMOVE & REPLACE EIFS, REMOVE &
REINSTALL MARBLE BANDING FOR
THRU-WALL FLASHING REPAIRS.
T.O. COPING
62'-0"
T.O. COPING
50,-0"
ALL ELEVATIONS
Ab RELATIVE TO
BENCHMARK
T.O. COPING
74,-0"
T.O. RIDGE
yr 69'-0"
T.O. EAVE COPING
61-0"
T.O. COPING
55'-0"
Ab T.O. SLAB
53'-0"
LOGGIA
ROOF
N.I.C.
EXISTING MARBLE BANDING
DANCE STUDIO
OFFICE
CONFERENCE ROOM
T.O. SLAB
ALL ELEVATIONS
Ab RELATIVE TO
BENCHMARK
SECTION THROUGH ROOF AREA 'A' AT SCUPPERS
SCALE: /4" = 1'-0"
FLEXIBLE THEATRE
LEGEND
ROOF AREA DESIGNATION
AREA OF EIFS MODIFICATIONS.
///REMOVE &REINSTALL A5
REQUIRED TO REPLACE
THRU-WALL FLASHINGS.
PHOTOGRAPH LOCATION
PHOTO
BENCHMARK
ELEVATION TOP
OF CONCRETE
SLAB 0'-0"
0
KEYPLAN
SCALE: N.T.S. CD
N
bell
I
Ina
215 Wyoming Street 1Z1eo
Syracuse, NY 13204 itile 25
Mtsbr4 NY 14S4
Tel (315) 488 - 0377, „
Fax (315) 487 - 5947 Fax: 9&12
info@bellandspina.com
www.bellandspina.com
It is a violation of the New York State
Education Law, Article 145 Sec. 7209, for
any person unless he is acting under the
direction of a licensed professional
Architect, Engineer or Land Surveyor to
alter an item in any way. If an item
bearing the seal of an Architect, Engineer
or Land Surveyor is altered, the altering
Architect, Engineer or Land Surveyor shall
affix to the item his seal and the notation
"altered by" followed by his signature and
the date of such alteration, and a specific
description of the alteration.
PROJECT
NORTH
CONSULTANT
ROOF REPAIR PROJECT 9
Schwartz Center for the
Performing Arts
CORNELL UNIVERSITY
PROJECT NUMBER
319-14-004
The Contractor shall verify all dimensions
and notify the Architect in writing of any
discrepancies.
All drawings and specifications are the
property of the Architect and shall be
used only on the job designated.
MARK
DATE
DESCRIPTION
DRAWN
DMKS
CHECKED
DKA
DATE
05-05-14
SCALE
AS NOTED
SHEET TITLE
SECTIONS
SHEET NUMBER
A- 301
SHEET 3
OF 5
roof\drawin gs\05_workin g\a-10
C
U
219-2" ±
369-2"
21-2°°±
REPLACE HIPS DISTURBED BY
WORK (TYPICAL OF TWO)
LOGGIA
ROOF
(NIC)
119-F ±
119-6" ±
REPLACE GUTTER ASSEMBLY (TYPICAL)
LOWER
TERRACE
(NIC)
LADDER
I I
4
0
RD
2±
LOWER BALLASTED EI'DM ROOF o
(NIC) RD
_ SC _ SC
GUTTER
SNOW GUARD (TYPICAL)
REPLACE GUTTER ASSEMBLY (TYPICAL)
RIDGE CAP COVER
±1
UPPER
ROOF
(NIC)
RIDGE
RI9GE
......................
UPPER
ROOF
(NIC)
ROOF
ACESS
DOOR
(FROM
STAIR)
GUTTER
129-0" +
SC 129-6" +I
� o
RD
U
LADDER
21-2"±
3S21±
20 -0 �-
1200E ACESS DOOR
(FROM STUDIO)
LOWER
TERRACE
(NIG)
UPPER
FLY
(NIC)
PHOTOGRAPH
FOR INFORMATION ONLY
PHOTOGRAPH
FOR INFORMATION ONLY
BALLASTED
EPDM ROOF
(NIC)
GENERAL NOTES
1. DIMENSIONS ARE PROVIDED FOR REFERENCE ONLY. FIELD
VERIFY EXISTING DIMENSIONS AND SIZES. MEASUREMENTS
ARE THE RESPONSIBILITY OF THE CONTRACTOR.
2. RESTORE WALL EIFS ASSEMBLES DISTURBED BY THIS
PROJECT. MATCH THE EXISTING COLOR AND TEXTURE.
3. RESTORE GRADE AND PAVEMENT AT ALL AREAS DISTURBED
BY CONSTRUCTION EQUIPMENT. PROVIDE ADDITIONAL SOIL TO
MATCH EXISTING GRADES AND SEED IF REQUIRED.
4. TESTING: AT THE COMPLETION OF THE PROJECT, PERFORM
WATER SPRAY TESTING AND INSPECTIONS OF THE
COMPONENTS IN THE PRESENCE OF THE OWNER AND
ARCHITECT. REFER TO THE SPECIFICATION FOR THE TESTING
PROCEDURE.
GUTTER NOTES
1. ALL NEW METAL TO BE ZINC COATED COPPER, UNLESS NOTED
OTHERWISE.
2. CLEATS: 2" WIDE AT 12" O.C. USE SIMILAR METAL AS BASE
METAL CLEATED.
3. LOCK AND SOLDER ALL GUTTER SEAMS, COPING SEAMS AND
FLASHINGS.
ROOF DRAIN NOTES
1. REMOVE AND REPLACE GUTTER DRAINS AND RELATED
PIPING, UNIONS, FITTINGS, ETC TO EXISTING STORM PIPING.
REPLACE PIPE INSULATION.
2. AT COMPLETION OF THE ROOFING OPERATIONS, CLEAN ALL
ROOF DRAINS WITH IN THE GUTTER. CONTRACTOR TO
PERFORM WATER TESTING FOR THE PRESENCE OF LEAKS.
WOOD NOTES
1. ALL WOOD OR PLYWOOD INSTALLED IN THE ROOFING AND
FLASHING WORK IN CONTACT WITH MASONRY OR CONCRETE
IS TO BE PRESSURE TREATED MATERIALS.
2. ALL BLOCKING TO BE SOLID - NO VOIDS OR SKIP -FRAMING IS
PERMITTED. IF WOOD DIMENSIONS ARE NOT GIVEN, ANY
STACKED WOOD HEIGHT OF 3 BOARDS OR LESS SHALL BE
2X4 MINIMUM UNLESS NOTED OTHERWISE. HIGHER LIFTS OF
WOOD ARE TO BE 2X6 MINIMUM.
3. ALL WOOD TO BE ANCHORED AS SPECIFIED OR SHOWN.
UNLESS NOTED OTHERWISE, FASTENER SPACING, NAILS OR
SCREWS SHALL BE NOT MORE THAN 12" O.C. AND ANCHOR
BOLTS 3/S" O.D. NOT MORE THAN 36" O.C.. PROVIDE
FASTENERS AT THE ENDS OF BOARDS, 9" MAXIMUM.
4. CHECK THAT ALL EXISTING WOOD NAILERS ARE ANCHORED
SECURELY. PROVIDE ADDITIONAL FASTENERS, IF REQUIRED,
TO ENSURE SOLID ANCHORING. INSTALL ADDITIONAL
BLOCKING OVER THE EXISTING AS REQUIRED TO BRING THE
ROOFING HEIGHT INTO THE SAME PLANE OF INSULATION.
FASTENER NOTES
1. ALL FASTENERS TO BE NON -RUSTING TYPE (HOT DIPPED
GALVANIZED OR STAINLESS STEEL) UNLESS NOTED
OTHERWISE.
2. ALL NAILS SHALL BE RING -SHANK.
3. ALL FASTENERS (NAILS, SCREWS, BOLTS, ETC) IN
PRESSURE -TREATED WOOD ARE TO BE OF AUSTENITIC
STAINLESS STEEL, TYPE 304 OR 316.
4. FASTENER SPACING: SCREWS NOT MORE THAN 9". NAILS
USED FOR CLEATS NOT MORE THAN 3" O.C.
5. EXPOSED POP -RIVETS ARE NOT PERMITTED.
LEGEND
0
PHOTO PHOTOGRAPH LOCATION
EXTENT OF TH1ZU-WALL
FLASHING & EIFS REPLACEMENT
- - -
SNOW GUARD
OA ROOF AREA DESIGNATION
g ROOF DECK SLOPE
>
ABBREVIATIONS
RD ROOF DRAIN
SC SCUPPER
N.I.C. NOT IN CONTRACT
EIFS EXTERIOR INSULATION FINISH SYSTEM
LCC LEAD COATED COPPER
r
i
i
i
i
i
l
ROOF PLAN 1/A-101
REPLACE GUTTER ASSEMBLY (TYPICAL)
RIDGE CAP COVER
SNOW GUARD (TYPICAL)
REPLACE GUTTER ASSEMBLY (TYPICAL)
n
KEYPLAN
SCALE: N.T.S.
N
i
i
i
i
i
1
bell
,h
4i
::?p:
I
Ina
215 Wyoming Street 1Z1eo
Syracuse, NY 13204 itile 25
Mtsbr4 NY 14S4
Tel (315) 488 - 0377, „
Fax (315) 487 - 5947 Fax: 9&12
info@bellandspina.com
www.bellandspina.com
It is a violation of the New York State
Education Law, Article 145 Sec. 7209, for
any person unless he is acting under the
direction of a licensed professional
Architect, Engineer or Land Surveyor to
alter an item in any way. If an item
bearing the seal of an Architect, Engineer
or Land Surveyor is altered, the altering
Architect, Engineer or Land Surveyor shall
affix to the item his seal and the notation
"altered by" followed by his signature and
the date of such alteration, and a specific
description of the alteration.
PROJECT
NORTH
CONSULTANT
ROOF REPAIR PROJECT 9
Schwartz Center for the
Performing Arts
CORNELL UNIVERSITY
PROJECT NUMBER
319-14-004
The Contractor shall verify all dimensions
and notify the Architect in writing of any
discrepancies.
All drawings and specifications are the
property of the Architect and shall be
used only on the job designated.
MARK
DATE
DESCRIPTION
DRAWN
DMKS
CHECKED
DKA
DATE
05-05-14
SCALE
AS NOTED
SHEET TITLE
ROOF PLAN
GENERAL NOTES
SHEET NUMBER
A- 101
SHEET 2 OF 5
roof\drawin gs\05_workin g\ad101. dwg
C
U
2192'°±
21-200±
LOGGIA
ROOF
(NIC)
119-6" ±
9 X00
9 X00
119-6" ±
12-2° ±
9 X10
± 1
r
± 1
-E?
N
I!I
RD
1-1-1
Lu!
c
I!I
LIJ
I <1 -r1
0LIJRD
ISI _
I;1
orrIIZD
1-1-1
< S
5
5
sc ISI
SC
I!I
5
51M.
w
E2
I!I
SC
I!I
I!I
5
5
sc ISI
I!I
1 Fri
l Fri ,
111.1
<.1
a
AL
sc\
+
SIM.
TC -2
i-E-E-IE-E-IE-I-3-EJ-
RDRD
l
TC -1
4
Rollo
M
Iti
1;I
n
u
21-2"±
369-2° ±
20-0 �-
UPPER
FLY
(NIC)
REMOVALS ROOF PLAN
SCALE: %8" = 1'-0"
PHOTOGRAPH
FOR INFORMATION ONLY
EXISTING LCC STANDING SEAM ROOF ASSEMBLY TO REMAIN
UNLOCK EXISTING LCC STANDING SEAM ROOF PANELS,
CUT & TRIM BACK PANELS TO ACCOMMODATE
REPLACEMENT GUTTER LINER & APRON
REMOVE EXISTING S.S. SNOW GUARD
& ATTACHMENTS
REMOVE EXISTING LCC APRON
REMOVE EXISTING EPDM MEMBRANE
REMOVE EXISTING LCC GUTTER
REMOVE EXISTING RED ROSIN PAPER
EXISTING PLYWOOD GUTTER
FRAMEWORK TO REMAIN *
REMOVE EXISTING LCC COPING
EXISTING WOOD
BLOCKING TO
REMAIN
EXISTING EIFS
TO REMAIN
\
\\ 1i
\\„
\A
ROOF
ACESS
DOOR
(FROM
STAIR)
UPPER
ROOF
(NIC)
LOWER
ROOF
(NIC)
UPPER
ROOF
(NIC)
ROOF
ACCESS ,
HATCH
LADDER
ROOF ACESS DOOR
(FROM STUDIO)
LOWER
TERRACE
(NIC)
09 , ,
0 o
RD D10
RD
L
4=E-
_
> ROOF DECK SLOPE
-I-3-2-1-E-E-E-I-a-a11-1-E-E-I-a-
_______ItSC
DRAWN
DMKS
CHECKED
DKA
DATE
05-05-14
SCALE
AS NOTED
JCL_
-
11E
-E
-E
-I
RI
GE
RI
GE
1=F
7
-a
-
7t1)
-13-3=-E-E-
01
-a-azia-E-E-I-a=a-E-E-I
129-e +
SC 12V- °
SC 129-6, +
/
RD i
i RD
LADDER
J
ROOF ACESS DOOR
LOWER
(FROM STUDIO) TERRACE
(NIG)
ti
GUTTER REMOVALS DETAIL (TYP.)
SCALE: 11/2" = 1'-0"
* TYPICAL PLYWOOD GUTTER FRAMEWORK NOTE:
CONTRACTOR SHALL NOTIFY ARCHITECT IF EXISTING
PLYWOOD IS DETERIORATED. RE -SECURE EXISTING
PRESSURE TREATED PLYWOOD TO EXISTING WOOD
BLOCKING w/ S.S. FASTENERS.
REMOVE EXISTING LCC FLASHING
CUT BACK EXISTING EIFS COATING 1-0".
REMOVE EXISTING EXPANDED PO LYSTYR E N E
INSULATION AS REQUIRED TO INSTALL
COUNTERFLASHING. N
EXISTING LCC STANDING SEAM
ROOF PANEL TO REMAIN
4" +
fE)
EIFS REMOVALS DETAIL (TYP.)
SCALE: 11/2" = 1'-0"
GENERAL REMOVAL NOTES
1. REMOVE EXISTING METAL GUTTER SYSTEMS AND RELATED
COPINGS AND FLASHINGS ASSEMBLIES WHERE SHOWN AND
WHERE REQUIRED TO COMPLETE THE WORK. SEE TEST CUT
RESULTS AND TYPICAL ROOF REMOVAL DETAIL ON THIS SHEET.
2. CAREFULLY CUT AND REMOVE ADJACENT MATERIALS AND
FINISHES TO FACILITATE REPAIR WORK AND REPAIR AND
RESTORE ALL FINISHES DISTURBED BY THIS PROJECT.
3. COORDINATE BUILDING ACCESS WITH THE OWNER. DO NOT
DAMAGE OR DISTURB EXISTING ROOF AREAS OUTSIDE THE
WORK AREA. PROTECT EXISTING ROOF AREAS.
4. HAZARDOUS MATERIALS ARE NOT ANTICIPATED TO BE
DISTURBED AS PART OF THIS PROJECT.
5. WATER DAMAGE NOTE: CONTRACTOR IS RESPONSIBLE FOR
KEEPING THE BUILDING DRY DURING ALL ROOFING OPERATIONS,
AND REPAIRING ANY WATER DAMAGED MATERIALS, AT NO
ADDITIONAL COST TO THE OWNER.
LEGEND
-----
OA
TC -2
REMOVALS
ROOF AREA DESIGNATION
TEST CUT LOCATION
DATE
S
> ROOF DECK SLOPE
ABBREVIATIONS
RD ROOF DRAIN
SC SCUPPER
N.I.C. NOT IN CONTRACT
EIFS EXTERIOR INSULATION FINISH SYSTEM
LCC LEAD COATED COPPER
r
i
i
i
i
i
l
±1
0
TEST CUT INFORMATION
TC -1
ATEST CUT #1 (ROOF)
- LEAD COATED COPPER STANDING SEAM ROOF PANEL, OVER
- RED ROSIN PAPER, OVER
-1 %2" POLYISOCYANURATE INSULATION, OVER
- ROOFING FELT, OVER
- 3" METAL DECK
TC -2
ATEST CUT #2 (WALL)
- REINFORCED EIFS COATING, OVER
- 4" EXPANDED POLYSTYRENE INSULATION, ADHERED TO
- 8" CMU WALL (DRY)
ROOF PLAN 1/AD101
WORK AREAS
n
KEYPLAN
SCALE: N.T.S.
N
i
i
i
i
i
1
bell\„\,
I
Ina
215 Wyoming Street 1Z1 NtsfadAtittor
Syracuse, NY 13204 itile 25
Mtsbr4 NY 14S4
Tel (315) 488 - 0377, „
Fax (315) 487 - 5947 Fax: 9&12
info@bellandspina.com
www.bellandspina.com
It is a violation of the New York State
Education Law, Article 145 Sec. 7209, for
any person unless he is acting under the
direction of a licensed professional
Architect, Engineer or Land Surveyor to
alter an item in any way. If an item
bearing the seal of an Architect, Engineer
or Land Surveyor is altered, the altering
Architect, Engineer or Land Surveyor shall
affix to the item his seal and the notation
"altered by" followed by his signature and
the date of such alteration, and a specific
description of the alteration.
PROJECT
NORTH
CONSULTANT
ROOF REPAIR PROJECT 9
Schwartz Center for the
Performing Arts
CORNELL UNIVERSITY
PROJECT NUMBER
319-14-004
The Contractor shall verify all dimensions
and notify the Architect in writing of any
discrepancies.
All drawings and specifications are the
property of the Architect and shall be
used only on the job designated.
MARK
DATE
DESCRIPTION
DRAWN
DMKS
CHECKED
DKA
DATE
05-05-14
SCALE
AS NOTED
SHEET TITLE
REMOVALS ROOF
PLAN, DETAILS &
NOTES
SHEET NUMBER
AD101
SHEET 1 OF 5