HomeMy WebLinkAboutSigma Alpha Epsilon Window Replacement ProjectCORNELL UNIVERSITY
FACILITIES CONTRACTS
121 HUMPHREYS SERVICE BUILDING
ITHACA, NEW YORK 14853-3701
SIGMA ALPHA EPSILON
122 McGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE
ADDENDUM NO. 1
December 1, 2015
This Addendum contains changes to the requirements of the Contract Documents and Specifications.
Such changes are to be incorporated into the Construction Documents and shall apply to the work with
the same meaning and force as if they had been included in the original document. Wherever this
Addendum modifies a portion of a paragraph of the specifications or a portion of any Drawing, the
remainder of the Paragraph or Drawing shall remain in force.
NOTE: Provisions of all Contract Documents apply.
GENERAL REQUIREMENTS
Item 1. Section 01 11 00 Summary of Work: Paragraph 1.1.A.1 DESCRIPTION
DELETE "Exterior brick mold associated with Phase 1 and future Phase 2 windows will be
removed during asbestos abatement operations performed by Owner prior to Phase 1
activities."
REPLACE with "Exterior brick mold associated with Phase 1 and future Phase 2 windows
will be removed during asbestos abatement operations. Abatement of asbestos containing
materials is part of Phase 1 work."
TECHNICAL SPECIFICATIONS
Item 2.
Item 3.
Section 09 91 23 Interior Painting, Paragraph 3.6, INTERIOR PAINTING SCHEDULE
DELETE Item A. Wood Substrates: Wood trim and Windows.
REPLACE with Item A. Wood Substrates: New wood trim.
Section 09 91 23 Interior Painting: Part 3.6 INTERIOR PAINTING SCHEDULE
ADD Paragraph C.
Wood Substrates: Previously painted wood trim:
1. Institutional Low-Order/VOC Latex System:
a. Topcoat: Latex, interior, institutional low odor/VOC, Super Spec Interior Latex
(Eggshell).
Sigma Alpha Epsilon 122 McGraw Place Window Replacement Phase One
Addendum No. 1
December 1, 2015
Page 2
Item 4. Section 09 93 00 Staining and Transparent Finishing: Part 3.5 EXTERIOR WOOD -FINISH -
SYSTEM SCHEDULE
REPLACE "EXTERIOR" with "INTERIOR"
DELETE Item A. Wood Substrates: Wood trim.
REPLACE with Item. A. Wood Substrates: New wood window sash and trim.
DRAWINGS
Item 5. Drawing A-10; Lower Level Plan and Window Schedule, GENERAL REPAIR NOTES,
ALL WINDOWS
DELETE Note 10 in its entirety.
REPLACE with:
10. Remove existing non -asbestos containing sealant. Provide sealant at wood to brick
masonry at exterior perimeter of all windows.
Item 6. Drawing A-10; Lower Level Window Schedule, REPAIR NOTES BY WINDOW
ADD
33. Fill gouge at center mullion — 114 -inch by 6 inches.
34. Windows shall be replaced by Reunion Weekend (June 9-12) including finishing work.
35. Provide stained finish for interior of window sash and trim.
Item 7. Drawing A-10; Lower Level Window Schedule, REPAIR NOTES BY WINDOW, Column
Windows 009„ 010 and 011
ADD Note 34
Item 8. Drawing A-11; First Floor Window Schedule, REPAIR NOTES BY WINDOW
Window 114 --- ADD Note 33
Windows 116, 117, 118, 119, 120, and 121— ADD Note 34
Windows 116, 117, 118, 119, 120, and 121 — ADD Note 35
Sigma Alpha Epsilon 122 McGraw Place Window Replacement Phase One
Addendum No. 1
December 1, 2015
Page 3
Item 9. CLARIFICATION: It is the Contractor's responsibility to measure all windows for
accurancy - as per method specified. Drawings indicate nominal dimensions.
Item 10. CLARIFICATION: Existing window treatments will be removed by Owner prior to start of
construction.
Item 11. RFI Questions and Clarifications
See attached RFI Log (Items 1-4
Attachments: RFI Log (Items 1-4)
****END OF ADDENDUM NO. 1****
Sigma Alpha Epsilon, 122 McGraw Place Window Replacement Phase One
RFI Form
Date: December Y, 2015
2
Section 01 11 00
"Summary of Work"
Drawings A-10, A-11
Section 02 41 19
"Selective Demolition
Part 1.1.A.1
Section 09 93 00
"Staining and
Transparent Finishing"
Part 1.I.A.1
"Summary of Work" states asbestos abatement to be
performed by CU prior to construction. Section 02 82 13
"Asbestos Abatement" specifies abatement as part of Contract
work.
Windows to be installed by Reunion Weekend (Thursday,
June 9 - Sunday, June 12) - stand -down dates listed in
Section 01 14 00, "Work Restrictions."
See Addendum No.1, Item 1. Abatement is part of
replacement Contract work. Addendum will modify
"Summary of Work" to clarify responsibility to
perform work by GC.
Do windows need to be recycled?
Clarification item stated at pre-bid conference: all wood trim
needs to match existing adjacent
See Addendum No. 1, Items 7 and 8.
Yes, see Section 02 41 19 "Selective Demolition,"
Part 1.1.A.1.
Stain color for new wood shall match existing
adjacent; provide samples for approval.
CORNELL UNIVERSITY SIGMA ALPHA EPSILON
FACILITIES CONTRACTS 122 McGRAW PLACE
121 HUMPHREYS SERVICE BUILDING WINDOW REPLACEMENT PHASE ONE
ITHACA, NEW YORK 14853-3701
POST-BID BULLETIN NO. 1
DECEMBER 21, 2015
This Post-Bid Bulletin contains changes to the requirements of the Contract Documents and
Specifications. Such changes are to be incorporated into the Construction Documents and shall apply to
the work with the same meaning and force as if they had been included in the original document.
Wherever this Post-Bid Bulletin modifies a portion of a paragraph of the specifications or a portion of
any Drawing, the remainder of the Paragraph or Drawing shall remain in force.
NOTE: Provisions of all Contract Documents apply.
Item 1. Drawing A-10, LOWER LEVEL WINDOW SCHEDULE, Drawing A-11, FIRST FLOOR
WINDOW SCHEDULE, Drawing A-12, SECOND FLOOR WINDOW SCHEDULE
ADD Phase 2 windows, installation and repairs as scheduled. Refer to schedule attached.
Attachments:
PBB, Third Floor Plan and Window Schedule, dated December 18, 2015
NO CHANGES HAVE BEEN MADE TO GENERAL REPAIR NOTES, ALL WINDOWS OR REPAIR
NOTES BY WINDOW AS SHOWN ON DRAWING A-10.
IN THE SPACE BELOW, PROVIDE THE AMOUNT TO BE ADDED TO THE BID FORM
DATED DECEMBER 9, 2015, AS SUBMITTED BY WELLIVER MCGUIRE, INC.
FOR THE ABOVE STATED MODIFICATIONS.
PLEASE PROVIDE RESPONSE NO LATER THAN 12:00 NOON ON DECEMBER 23, 2015.
ADD AMOUNT $
Company
Signature
Printed Name and Title
Date
***END OF POST BID BULLETIN***
SIGMA
122
WINDOW
ALP
A EPSILON
MCGRAW PLACE
REPLACEMENT
PHASE ONE
P
o ec
anual & Specifications
November 6, 2015
IG
Owner
Cornell University
Ithaca, NY 14853
Architect
Bero Architecture PLLC
32 Winthrop Street
Rochester, NY 14607
SIGMA ALPHA EPSILON. 122 MCGRAW PLACE TABLE OF CONTENTS
WINDOW REPLACEMENT PHASE ONE Page 1
Instructions to Bidders
Bid Form
General Conditions and Exhibits
Exhibit A Change Order
Exhibit A-1 Change Order Documentation Instructions
Construction Contract Change Order Request
Construction Contract Change Order Summary
Exhibit B Schedule of Values for Contractor Payments
Exhibit C Final Release
Exhibit D Application and Certificate for Payment
Exhibit E Guarantee
Exhibit F — Form I Contractor's Affirmative Action Plan
Use of MBE/WBE Vendors
Exhibit F — Form II Contractor's Affirmative Action Plan
Summary of Bid Activity with MBE and
WBE Subcontractors and Vendors
Exhibit F — Form III Affirmative Action Workforce Report
Exhibit F — Form IV Minority — Women Utilization Report
Exhibit G Labor Rate Breakdown
Exhibit H Stored Materials Invoicing Documentation
Exhibit I Contractor Performance Evaluation
DIVISION 1- GENERAL REQUIREMENTS
Section 01 11 00 Summary of the Work
Section 01 14 00 Work Restrictions
Section 01 23 00 Alternates
Section 01 25 00 Substitutions and Product Options
Section 01 31 19 Project Meetings
Section 01 31 50 Electronic Project Management
Section 01 32 16 Construction Schedules
Section 01 32 33 Photographic Documentation
Section 01 33 00 Submittal Procedures
Section 01 35 29 General Health & Safety
Section 01 35 43 General Environmental Requirements
Section 01 35 44 Spill Control
Section 01 41 00 Regulatory Requirements
Section 01 42 00 References
Section 01 45 00 Quality Control
Section 01 50 00 Temporary Facilities and Controls
Section 01 51 00 Temporary Utilities
Section 01 66 00 Storage and Protection
Section 01 73 29 Cutting, Patching and Repairing
Section 01 77 00 Project Close Out
Section 01 78 23 Operating and Maintenance Data
Section 01 78 36 Warranties and Bonds
Section 01 78 39 Record Documents
SIGMA ALPHA EPSILON. 122 MCG W PLACE TABLE OF CONTENTS
WINDOW REPLACEMENT PHASE ONE
DIVISION 2— EXISTING CONDITIONS
Section 02 41 19
Section 02 82 13
Selective Demolition
Asbestos Abatement
DIVISION 6— WOOD, PLASTICS, AND CO 'OSITES
Section 06 46 00 Wood Trim
DIVISION 7— THE' AL AND MOISTURE PROTECTION
Section 07 92 00 Joint Sealants
DIVISION 8T OPENINGS
Section 08 52 00 Wood Windows
DIVISION 9 — FINISHES
Section 09 91 13
Section 09 91 23
Section 09 93 00
DRAWING LIST
Exterior Painting
Interior Painting
Staining and Transparent Finishing
T-10 Title Sheet
A-10 Lower Level Plan and Window Schedule
A-11 First Floor Plan and Window Schedule
A-12 Second Floor Plan and Window Schedule
A-13 Third Floor Plan and Window Schedule
A-20 East Elevation
A-21 South Elevation
A-22 West Elevation
A-23 North Elevation
A-50 Window and Casing Types, Existing Window Section
END OF DOCUMENT
Page 2
Project:
Owner:
Architect:
INSTRUCTIONS TO BIDDERS
Sigma Alpha Epsilon, 122 McGraw Place
Window Replacement Phase One
Cornell University
Ithaca, New York 14853
Bero Architecture PLLC
32 Winthrop Street
Rochester, New York 14607
1. PROPOSAL FORMS
a. Proposals shall be made only on the forms provided and all blank and underlined spaces
in the forms shall be fully filled in, in ink or typed; amount shall be fully stated both in writing and in
figures. Proposals shall be signed by Principals or Officers duly authorized to execute such documents
on behalf of their respective firms or organizations, and the Certificate included in the Bid Form shall be
completed accordingly. Bidder's legal name must be fully stated. Completed form. shall be without
interlineation, alterations, or erasures unless initialed and dated by the signer.
2. RECAPITULATION OR PROPOSAL
a. Proposals shall not contain any recapitulation of the work to be done. No oral,
telegraphic or telephonic proposals or modifications will be considered.
3. METHOD OF SUBMISSION
a. Proposals shall be prepared and enclosed in a sealed envelope. Envelope shall be
addressed to:
Nancy A. Phelps, Director
Facilities Contracts
121 Humphreys Service Building
Cornell University
Ithaca, New York 14853
Proposal for: Sigma Alpha Epsilon, 122 McGraw Place
Window Replacement Phase One
Submitted by:
(Bidder)
b. Proposals shall be delivered to the Owner at the address listed above not later than
2:00 PM on December 9, 2015.
INSTRUCTIONS TO BIDDERS INS -I
4. BID OPENING
a. Proposals will be opened publicly by the Owner in Room 133, Humphreys Service
Building, Cornell University Campus, Ithaca, New York, at the hour and date listed in 3b. The Owner
reserves the right to postpone the date and time of opening of proposals at any time prior to the date and
time announced in this Instruction to Bidders or amendments thereto.
5. BIDDING DOCUMENTS
a. The Bidding Documents will consist of the following:
(1) Instructions to Bidders.
(2) Bid Form.
(3) General Conditions of the Contract and Division 1 - "General Requirements".
(4) Drawings and Specifications.
(5) Addenda and/or bulletins issued prior to date of opening of Proposals.
6. DRAWINGS AND SPECIFICATIONS FURNISHED
a. Contract Documents may be obtained from the Facilities Contracts website
(http://finance.fs.comell.edu/contracts/pob/proiects.cfm ). For assistance call 607-255-5343.
b. Additional sets will be available at $30.00 per set without refund. All subcontractors and
suppliers requiring may order these at $30.00 per set without refund. No partial sets will be issued. The
Contract Documents remain the property of the Owner.
c. The successful bidder will be allowed ten (10) sets of drawings and specifications.
7. START OF WO
a. Work at the site shall be started within three (3) calendar days from the date of issuance
of written authorization to proceed and shall be completed no later than August 12, 2016.
8. BONDS
a. Performance and Payment Bonds. The successful Bidder shall furnish the Owner with
"Performance" and "Labor and Material Payment Bonds", each in the amount of 100% of the Contract
Price. The cost of such bonds shall be included in the Bidders Proposal. Each of these Bonds are to be
in a form with such sureties as the Owner may approve.
b, Bid Bond, Each Bidder will be required to furnish a Bid Bond in the amount of 10% of
the Bid Amount. Such Bid Bond shall guarantee that the Bidder will execute the Contract if it is awarded
to him in conformity with his Proposal. Such Proposal Guarantee Bond shall include a statement that the
Insurer shall, at the option of the Bidder, be willing to provide to the Bidder the Contract Bonds as
described in 8a above.
INSTRUCTIONS TO BIDDERS INS -2
9. A 1 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 thirty
(30) 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, November 20, 2015, in Room
101 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. T' E SUBCONTRACTORS, MATERIAL SUPPLIERS
a, Each portion of the work shall be performed by an organization equipped and
experienced to do work in that particular field, and no portion of the work shall be reserved by the Bidder
to himself unless he is so equipped and experienced. Subcontracts shall be awarded only to parties
satisfactory to the Owner and the Architect. Each subcontractor and materials supplier shall be approved
individually.
b. In the spaces provided in the Bid Form, the Bidder shall list all portions of the work he
proposes to perform directly with his own forces.
c. A list of names from which the Bidder proposes to select subcontractors, materials
suppliers, and/or manufacturers for the principal trades or subdivisions of the work is required as part of
the Proposal.
d. In the Bid Form, there has been listed the principal trades or subdivisions of the work for
which such a listing is required, together with the provisions which govern the listing, selection and
approval of principal subcontractors.
14. ALTERNATE PROPOSALS
a. Certain Alternate Proposals may be requested. They will be listed in the Bid Form and
all Bidders are required to bid on all Alternates without exception, in the spaces provided.
b. Alternate Proposals shall include all overhead, profit and other expenses in connection
therewith.
15. UNIT PRICES
a. Certain Unit Prices may be requested. They will be listed in the Bid Form and all
Bidders are required to bid on all Unit Prices without exception, in the spaces provided.
b. Unit Prices shall include all overhead, profit and other expenses in connection therewith.
16. SCHEDULE OF VALUES
a. A partial "Schedule of Values" for certain trades and/or subdivisions of the work is
required as part of the Bidder's Proposal in the Bid Form.
b. The successful Bidder shall submit a complete "Schedule of Values" showing the
amounts allocated to the various trades, suppliers, subcontractors, installers and General Contractor's
work, aggregating the total sum of the Contract. If requested by the Owner or Architect, the complete
"Schedule of Values" shall be submitted prior to award of Contract.
INSTRUCTIONS TO BIDDERS INS -4
17. ADDENDA AND BULLETINS
a. Addenda and/or bulletins issued during the bidding period shall be acknowledged in the
space provided in the Bid Form.
18. SUBSTITUTIONS
a. Proposals shall conform to the requirements of the Bid Documents.
b. The Bidder may offer substitutions for any item of material or equipment, element of
work, or method of construction set forth in the Bid Documents, with the exception of Form of Contract,
General Conditions and General Requirements - Division 1, by listing the proposed substitutions and the
amounts to be deducted from the Base Bid corresponding to each such proposed substitution in the
spaces provided in the Bid Fonn. However, the Bidder is cautioned to make his base proposal on the
materials and items specified by name or other particular reference.
19. SUB -SURFACE CONDITIONS
a. Boring information, water levels, indications of sub -surface conditions and similar
information given on the Drawings or in the Specifications are furnished only for the convenience of the
Bidders. The Owner, Architect and Consulting Engineer make no representation regarding the character
and extent of the soil data or other sub -surface conditions to be encountered during the work and no
guarantee as to the accuracy or validity of interpretation of such data or conditions is made or intended.
b. Each Bidder shall, by careful examination, inform himself as to the nature and location
of the work, the conformation of the ground, subsoil and ground water conditions, the character, quality
and quantity of the materials to be encountered, the character of equipment and facilities needed
preliminary to and during the prosecution of the work, the general and local conditions and all other
matters which can in any way affect the work under this Contract. The Bidder may, at his option,
conduct tests at his expense, including borings, by prior notification to the Owner. Each Bidder shall
make his own deductions of sub -surface conditions which may affect methods or cost of construction of
the work hereunder and he agrees that, if awarded the construction contract, he will make no claim for
damages or other compensation, except such as are provided for in the Contract Documents, should he
encounter conditions during the progress of the work different from those as calculated and/or anticipated
by him.
20. SALES AND USE TAX EXEMPTION
a. The Owner, Cornell University, a non-profit educational institution, is exempt from
payment of certain Sales and Use Taxes.
21. FEDERAL EXCISE TAX
a. The Owner, Cornell University, a non-profit educational institution, is exempt from
payment of certain Federal Excise Taxes.
22. TAX EXEMPT STATUS
a. Bidders shall inform all prospective subcontractors and suppliers from whom they expect
to obtain proposals or quotations of the tax exempt status of the Owner as set forth above and request that
they reflect anticipated tax credits in their proposals or quotations.
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:
Insurance Certificate
Performance Bond
Labor and Material Payment Bond
Schedule of Work (bar chart)
Federal Tax Identification Number
OF SECTION
INSTRUCTIONS TO BIDDERS INS -6
SIGMA ALPHA EPSILON
122 MCGRAW PLACE
WINDOW REPLACEMENT PHASE ONE
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 Firni,S a e of Jncorporation, if applicable)
of
(Address
having carefully examined the histructions to Bidders, the "Conditions of the Contract" (General,
Division 1 - "General Requirements"), and the Drawings, Specifications and associated Bid Documents
dated November 6, 2015 prepared by Bero Architecture PLLC, 32 Winthrop Street, Rochester, New
York 14607, as well as the premises and conditions affecting the work, proposes to furnish all material,
equipment, labor, plant, machinery, tools, supplies, services, applicable taxes and specified insurance
necessary to perform the entire work, as set forth in, and in accordance with the said documents for the
following considerations:
1. BASE BID
a. All work complete, for the sum of
for MATERIALS, SUPPLIES, LABOR, and
SERVICES AND ALL OTHER COSTS.
BID FORM BF -1
2. ALTERNATE PROPOSAL
a. The undersigned, if awarded the Contract, proposes to perform work in addition to or in
place of the scope of the work shown and specified herein as associated with the Base Bid in accordance
with the following Alternate Proposals, which amounts are to be added or deducted to the amount of the
Base Bid as indicated for the Alternates specified in Division 1 of the Specifications.
b. If the Bidder desires to indicate that the acceptance of any Alternate or Alternates will
result neither in an addition to nor a deduction from the value of the work, he shall enter the phrase "No
Change" in response to such Alternate or Alternates.
c. It is understood that the Owner reserves the right to accept or reject any or all of the
following Alternate Proposals within thirty (30) calendar days following the award of a construction
contract.
Alternate No. Description
ADD
ONE Furnish Phase Two Replacement Sash
BID FORM BF -2
3. START OF WORK AND TIME FOR COMPLETION
a. The undersigned agrees, if awarded the Contract, to commence work at the site within
three (3) calendar days after date of issuance of written notice to proceed and to complete the project no
later than August 12, 2016.
4. LIST OF PROPOSED PRINCIPAL SUBCONTRACTORS
a. The undersigned agrees, if awarded the Contract, to employ subcontractors from the
following list for the Sections or Subdivisions of work stated below subject to the following provisions:
(1) Prior to the award of the Contract, the Owner and Architect reserve the right to review
the list of "Proposed Principal Subcontractors", and to delete from it the name or names of any to whom
they may have a reasonable objection. The Contractor may make the final selection of principal
subcontractors at his option from the resulting list after the award of the Contract.
b. Bidder shall list the names of at least one subcontractor for each Section or Subdivision
of the work listed below and shall limit the listing for each such Section or Subdivision to THREE (3)
names.
c. If Bidder does not propose to employ a Subcontractor for any Section or Subdivision of
the work listed below, he shall enter the name of his firm for each such Section or Subdivision.
ASBESTOS ABATE
DEMOLITION
y 0 •
ENT
ENTRY
PAINTING
BID FORM BF -3
5. PRINCIPAL SUBDIVISIONS OR ELEMENTS OF THE WORK TO BE PERFORMED
BY GENERAL CONTRACTOR'S FORCES
a. if awarded a Contract, we will perform the following portions of the Work with forces
directly employed by the undersigned:
b. If awarded a Contract, the Contractor's main Project Manager will be:
(include resume with bid)
The Owner reserves the right to reject the names of any to whoh y have a reasonable
objection.
c. lf awarded a Contract, the Contractor's main Superintendent will be:
(include resume with bid)
The Owner reserves the right to reject the names of any to whom they have a reaso
objection.
6. TIME PROGRESS SCHEDULE
ble
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
(Name of Surety)
b. Bond Premium Rate (for Change Orders)
c. Bid Bond. A Bid Bond in the amount of $
Amount) is attached to this Bid.
BID FORM
(10% of Bid
BF -4
8. SCHEDULE OF VALUES
a. The undersigned agrees, prior to the award of a construction contract and upon the
request of the Architect or Owner, to submit a complete, itemized and detailed "Schedule of Values"
including Alternates elected, if any, showing the amount allocated to the various trades and subdivisions
of the work, aggregating the total Contract Sum.
b. To facilitate the evaluation of Bids, the undersigned has included in each part of his Bid
the following values for the trades and/or subdivisions of the work as listed below. Values for work
included under Alternate Proposals are excluded. Values relative to General Contractor's costs for
General Conditions are excluded.
Spec
Section
Division 1
Division 2
Division 6
Division 7
Division 8
Division 9
Trades and/or Subdivision
General Requirements
Existing Conditions
Wood, Plastic, and Composites
Thermal and Moisture Protection
Openings
Finishes
Total
Total Combined Bid
Values Included
in Base Bid
Labor Material
BID FORM BF -5
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 Fonn of Contract, General Conditions and General Requirements - Division 1, by listing in
the space below the proposed substitution, together with the amount to be deducted from the Base Bid if
the substitution is accepted.
c. The Owner reserves the right to accept or reject any proposed substitution.
d. The Bidder may offer a substitution for General Conditions, Article 2.05,
Superintendence by Contractor, by listing in the space below the proposed percentage of supervision to
be provided onsite, together with the amount to be deducted from the Base Bid if the substitution is
accepted.
Percentage of Supervision
Deduction from Base Bid
e. The sum stated includes any modifications of work or additional work that may be
required by reason of acceptance of substitution. Substitute materials must be approved and accepted by
the Owner in writing before same may be used in lieu of those named in the Specifications.
Item and
Description of
Substitution
Specification
Reference
Section & Pa
No
Deduction from Base Bid
Labor Material
BID FORM BF -6
10. ACCEPTANCE
a. The undersigned agrees that this Proposal shall remain in force and effect for a period of
not less than sixty (60) calendar days following the bid due date.
b. If written notice of acceptance of this Proposal is mailed, telegraphed or delivered to the
undersigned within sixty (60) calendar days after the date of opening of Bids, or any time thereafter
before this Proposal is withdrawn, the undersigned will within ten (10) calendar days after the date of
such mailing, telegraphing or delivery of such notice, execute an Agreement between Contractor and
Owner, amended and/or supplemented, if required, in accordance with the Proposal as accepted.
c. The undersigned further agrees, if requested by the Owner, to furnish Performance and
Payment Bonds pursuant to Article 7 herein within ten (10) calendar days of issuance of such notice.
d. It is understood and agreed that the Owner reserves the right to accept any of the
Alternate Proposals listed within thirty (30) 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 -7
DE
UM RECEIPT
a. Receipt of the following addenda to the Terms and Conditions, Drawings or
Specifications is acknowledged:
Dated:
Addendum No. Dated:
Addendum No. Dated:
Addendum No. Dated:
Addendum No. Dated:
Addendum No. Dated:
By:
Title:
Business Address:
(Bidder)
BID FORM BF -8
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 -9
CERTIFICATE AS TO CORPORATE BIDDER
1,
General Contractors; that
behalf of the bidder was then
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.
certify that I am the
of the Corporation named as Bidder within this Bid Form for
who signed said Bid Forrn on
of said Corporation; that I know his
Dated:
Secretary -Clerk)
(CORPORATE SEAL)
BID FORM BF -1O
GENERA CONDITIONS
FOR
SIGMA ALPHA EPSILON
122 MCG W PLACE
WINDOW REPLACEMENT PHASE ONE
CORNELL UNIVERSITY
ITHACA, NEW YO
Rev 07-2014
GENE " L CONDITIONS
TABLE OF CONTENTS
ARTICLE 1 INTERPRETATION OF CONT
CT DOC ENTS
Section 1.01 Owner
Section 1.02 Meaning and Intent of Speci
and Drawings
Section 1.03 Order of Precedence
ARTICLE 2 CONT CTOR
ations, Plans
Page
1
Section 2.01 Contractor's Obligations 2
Section 2.02 Contractor's Title to Materials 2
Section 2.03 "Or Equal" Clause 2
Section 2.04 Quality, Quantity and Labeling 3
Section 2.05 Superintendence by Contractor 3
Section 2.06 Subsurface or Site Conditions 4
Section 2.07 Representations of Contractor 4
Section 2.08 Verifying Dimensions and Site Conditions 4
Section 2.09 Copies of Contract Documents for Contractors 5
Section 2.10 Meetings 5
Section 2.11 Related Work 5
Section 2.12 Surveys and Layout 5
Section 2.13 Errors, Omissions or Discrepancies 5
Section 2.14 Project Labor Rates 6
Section 2.15 Daily Reports 6
ARTICLE 3 INSPECTION D ACCEPTANCE
•
Section 3.01 Access to the Work 6
Section 3.02 Notice for Testing 6
Section 3.03 Inspection of Work 7
Section 3.04 Inspection and Testing 7
Section 3.05 Defective or Damaged Work 7
Section 3.06 Acceptance 7
TICLE 4
Section 4.01
Section 4.02
CHANGES IN WO
Changes 8
Form of Change Orders 10
ARTICLE 5 TIME OF COMPLETION
Section 5.01 Time of Completion 10
Rev 07-2014
ARTICLE 6
Section 6.01
Section 6.02
Section 6,03
ARTICLE 7
Section 7.01
TICLE 8
Section 8.01
ARTICLE 9
Section 9.01
TICLE 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
TE
TABLE OF CONTENTS
NATION
Tennination for Cause
Termination for Convenience of Owner
Owner's Right to do Work
DISPUTES
Disputes Procedure
SUBCONT
CTS
Subcontracting
COORDINATION AND COOPERATION
Cooperation with Other Contractors
PROTECTION OF RIGHTS, PERSONS AND PROPERTY
Accidents and Accident Prevention
Adjoining Property
Emergencies
Bonds
Risks Assumed by the Contractor
Contractor's Compensation and Liability Insurance
Liability Insurance of the Owner
Owner's and Contractor's Responsibilities for
Fire and Extended Coverage Insurance Hazards
Effect of Procurement of Insurance
No Third Party Rights
Page
11
11
12
12
13
13
15
16
16
16
16
17
18
18
19
19
USE OR OCCUPANCY PRIOR TO ACCEPTANCE BY 0 ER
Substantial Completion
Occupancy Prior to Acceptance
PAYMENT
Provision of Payment
Withholding Payments
Documents and Conditions Precedent to Final Payment
Final Payment and Release
TAX EXEMPTION
19
19
20
22
22
23
Section 13.01 Tax Exemption 24
ji Rev 07-2014
TICLE 14
Section 14.01
TICLE 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
TICLE 16
TICLE 17
ARTICLE 18
ARTICLE 19
Section 19.01
Section 19.02
Section 19.03
TABLE OF CONTENTS
GUA TEE
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 A
1
IT
CONTRACTOR PERFO • ANCE EVALUATION
ROYALTIES AND PATENTS
CONFIDENTIALITY AND USE OF 0 ER'S NAME
Release of Information
Confidential Information
Use of Owner's Name
Page
24
25
25
25
25
25
25
26
27
27
27
27
27
28
28
TICLE 20 CORNELL UNIVERSITY STANDARDS OF
ETHICAL CONDUCT 29
111
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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
11 Contractor's Affirmative Action Plan
Summary of Bid Activity with MBE and WBE
Subcontractors and Vendors
Form III Affirmative Action Workforce Report
Form IV Minority -Women Utilization Report
G Labor Rate Breakdown
H Stored Materials Invoicing Documentation
Contractor Performance Evaluation
Form
iv
Rev 07-2014
ARTICLE 1 -- INTERPRETATION OF CONT
Section 1.01 - Owner
CT DOCUMENTS
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 deterinine 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 perforn-iance which may arise between
the Contractor and other Contractors performing Work for the Owner shall be adjusted and
determined by the Owner.
E. The table of contents, titles, captions, headings, running headlines, and marginal
notes contained herein and in said documents is intended to facilitate reference to various
provisions of the Contract Documents and in no way affect the interpretation of the provisions to
which they refer.
Section 1.02 - Meaning and Intent of Specifications, Plans and Drawings
The meaning and intent of all specifications, plans and drawings shall be determined in a
manner approved by tbe Owner.
Section 1.03 - Order of Precedence
A. Should a conflict occur in or between or among any parts of the Contract
Documents that are entitled to equal preference, the more expensive way of doing the Work, the
better quality or greater quantity of material shall govern, unless the Owner otherwise so directs
in writing.
B. Drawings and specifications are reciprocal. Anything shown on the plans and
not mentioned in the specifications, or mentioned in the specifications and not shown on the
plans, shall have the same effect as if shown or mentioned in both.
C. Requirements of reference standards form a part of these specifications to the
extent indicated by the reference thereto. When provisions of reference standards conflict with
provisions in these specifications, the specifications shall govern.
Rev 07-2014
ARTICLE 2 -- CONT
Section 2.01 - Contractor's Obligations
CTOR
A. The Contractor shall, in good workmanlike manner, perform all the Work
required by the Contract within the time specified in the Contract. The Contractor shall comply
with all terms of the Contract, and shall do, carry on, and complete the entire Work to the
satisfaction of the Owner.
1. All labor for this project which is normally under the jurisdiction of one of the
local unions as covered in the contract between the Tompkins -Cortland Building
Trades Council, Maintenance Division and Cornell University shall be
performed by Union labor.
B. The Contractor shall furnish, erect, maintain, and remove such construction plant
and such temporary Work as may be required.
C. The Contractor shall provide and pay for all labor, material, tools, equipment,
machinery, as well as utility connections, transportation, and all other facilities and services
necessary for the proper execution and completion of the Work, except as otherwise specified
elsewhere in the Contract Documents.
D. Whenever a provision of the Specifications conflicts with agreements or
regulations in force among members of trade associations, unions, or councils which regulate or
distinguish what work shall or shall not be included in the work of a particular trade, the
Contractor shall make all necessary arrangements to reconcile such conflict without delay,
damage, or cost to the Owner and without recourse to the Architect or the Owner. In case
progress of the Work is affected by undue delay in furnishing or installing items of material or
equipment required under the Contract because of a conflict involving such agreement or
regulations, the Owner or the Architect may require that other material or equipment of equal
kind and quality be provided at no additional cost to the Owner.
Section 2.02 - Contractor's Title to Materials
A. The Contractor warrants that the Contractor has full, good and clear title to all
materials and supplies used by the Contractor in the Work, free from all liens, claims or
encumbrances.
B. All materials, equipment and articles which become the property of the Owner
shall be new unless specifically stated otherwise.
Section 2.03 - "Or Equal" Clause
A. Whenever a material, article or piece of equipment or method is identified on the
plans or in the specifications by reference to manufacturers' or vendors' names, trade name,
catalogue number, or make, no others may be substituted. Any and all other "Or Equal"
considerations will be handled under this Section in accordance with General Requirements,
Section 01 25 00.
2
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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 conforin 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 Con
of any Subcontractor when so directed by the Owner.
3
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Rev 07-2014
Section 2.06 - Subsurface or Site Conditions
A. The Contractor acknowledges that it has assumed the risk and that the contract
consideration includes such provision as the Contractor deems proper for all subsurface
conditions as the Contractor could reasonably anticipate encountering from the provisions of the
Contract Documents, borings, rock cores, topographical maps and such other information as the
Owner made available to the Contractor or from their own inspection and examination of the site
prior to the Owner's receipt of bids.
B. In the event that the Contractor encounters subsurface physical conditions at the
site differing substantially from those shown on or described or indicated in the Contract
Documents and which could not have been reasonably anticipated from the aforesaid information
made available by the Owner or from the Contractor's aforesaid inspection and examination of
the site, the Contractor shall give immediate notice to the Owner of such conditions before they
are disturbed. Such notice shall include probable cost and/or any impact to the schedule. The
Owner will thereupon promptly investigate the conditions and if Owner finds that they do
substantially differ from that which should have been reasonably anticipated by the Contractor,
the Owner shall make such changes in the drawings and specifications as may be necessary and a
change order shall be issued.
Section 2.07 - Representations of Contractor
The Contractor represents and warrants:
A. That the Contractor is financially solvent and is experienced in and competent to
perform the Work;
B. That the Contractor is familiar with all Federal, State, or other laws, ordinances,
orders, building codes, rules and regulations, which may in any way affect the Work;
C. That any temporary and permanent Work required by the Contract can be safely
and satisfactorily constructed.
D. That the Contractor has carefully examined the Contract and the Site of the
Work and that, from the Contractor's own investigations is satisfied as to the nature and location
of the Work, the character, quality and quantity of surface and subsurface materials likely to be
encountered, the character of equipment and other facilities needed for the performance of the
Work, the general and local conditions, and a]1 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 he in conflict with the Contract, the Contractor immediately shall refer
said conflict to the Owner.
4
Rcv 07-2014
B. During the progress of Work, the Contractor shall verify all field measurements
prior to fabrication of building components and equipment, and proceed with the fabrication to
meet field conditions.
C. The Contractor shall consult all Contract Documents to detennine 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
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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.
TICLE 3 -- INSPECTION AND ACCEPT CE
Section 3.01 - Access to the Work
The Owner and Architect, or their duly authorized representatives, assistants, or
inspectors shall at all times and for any purpose have access to the work and the premises used
by the Contractor, and the Contractor shall provide safe and proper facilities therefor. In
addition, the Contractor shall, whenever so requested, give the Owner and Architect or their duly
authorized representatives access to the proper invoices, bills of lading, specifications, etc.,
which may be required in determining the adequacy and/or quantity of materials used in
completion of the work.
Section 3.02 - Notice for Testing
If the Contract Documents, laws, ordinances, rules, regulations, or orders of any public
authority having jurisdiction require any work to be inspected, tested, accepted, or approved, the
Contractor shall give the Owner timely notice of its readiness and of the date arranged so the
Owner may observe such inspection, testing, or approval. The Contractor shall bear all costs of
such inspection, tests, and approvals unless otherwise provided.
6
Rev 07-2014
Section 3.03 - Inspection of Work
A. The Contractor will cooperate in all ways to facilitate the inspection and
examination of the work. The inspections and examinations will be carried out in such a manner
that the work will not be delayed,
B. All Work, all materials whether or not incorporated in the Work, all processes of
manufacturer, and all methods of construction shall be, at all times and places, subject to the
inspection of the Owner and the Owner shall be the final judge of the quality and suitability of
the Work. Any Work not approved by the Owner shall immediately be reconstructed, made
good, replaced or corrected by the Contractor including all Work of other Contractors destroyed
or damaged by said removal or replacement.
C. Required certificates of inspection, testing, acceptance, or approval shall be
secured by the Contractor and promptly delivered to the Owner.
Section 3.04 - Inspection and Testing
All materials and equipment used in the Work shall be subject to inspection and testing
in accordance with accepted standards to establish conformance with specifications and
suitability for uses intended, unless otherwise specified in the Contract. If any Work shall be
covered or concealed without the approval or consent of the Owner, said Work shall, if required
by the Owner, be uncovered for examination. If any test results are below specified minimums,
the Owner may order additional testing. The cost of said additional testing, any additional
professional services required, and any other expenses incurred by the Owner as a result of said
additional testing shall be paid by the Contractor. Reexamination of any part of the Work may
be ordered by the Owner, and if so ordered the Work must be uncovered by the Contractor. If
said Work is found to be in accordance with the Contract, the Owner shall pay the cost of
reexamination and replacement. If said Work is found not to be in accordance with the Contract,
the Contractor shall pay the cost of reexamination and replacement.
Section 3.05 - Defective or Damaged Work
If, in the opinion of the Owner, it is undesirable to replace any defective or damaged
materials or to reconstruct or correct any portion of the Work injured or not performed in
accordance with the Contract, the compensation to be paid to the Contractor shall be reduced by
an amount which, in the judgment of the Owner, shall be deemed to be equitable.
Section 3.06 - Acceptance
No previous inspection shall relieve the Contractor of the obligation to perform the Work
in accordance with the Contract. No payment, either partial or full, by the Owner to the
Contractor shall excuse any failure by the Contractor to comply fully with the Contract
Documents. The Contractor shall remedy all defects, paying the cost of any damage to other
Work resulting therefrom.
7
Rev 07-2014
TICLE 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.
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 marlcup.
(iii) Unit Prices are for work complete, measured in place and cover
profit and all other costs and expenses. Unit Prices include, without
limit, all conditions of the contract and all general requirements such
as layout, reproduction of Drawings and Specifications, testing and
inspection, shop drawing and sample coordination, supervision (field
and home office), small tools and expendable items, insurance,
taxes, temporary facilities and services, including access and safety,
"as -built" drawings, and general and administrative overhead and
profit.
8
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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.
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 perforined by the Contractor. Where the Work is performed directly
by the Contractor by adding to the total of such estimated costs a sum
equal to fifteen percent (15%) thereof.
2. Work performed by a Subcontractor. Where the change order work is
performed by a Subcontractor under contract with the Contractor, by
adding a sum equal to fifteen (15%) of said costs for the benefit of said
Subcontractor, and by adding for the benefit of the Contractor an
additional sum equal to ten percent (10%) of said costs.
3. Work performed by a Sub -Subcontractor. Where work is performed by a
Sub -Subcontractor, by adding the sum equal to fifteen percent (15%) of
said costs for the benefit of said Sub -Subcontractor, by adding for the
benefit of the Subcontractor an additional sum equal to five percent (5%)
of said cost and by adding for the benefit of the Contractor an additional
sum equal to five percent (5%) of said cost.
4. No markup shall be paid on the premium portion of overtime pay.
5. No markup shall be paid on insurance, taxes, fringe benefits or bond cost.
Where the Work involves both an increase and a reduction in similar or
related Work, the above percentage override shall be applied only on the
amount, if any, that the cost of the increase exceeds the cost of the
reduction.
F. Regardless of the method used by the Owner in determining the value of a
change order, the Contractor, within thirty (30) calendar days after a request for the estimate of
value shall submit to the Owner a detailed breakdown of the Contractor's estimate, including all
subcontractors details, of the value of the Change Order Work, in the format detailed in Exhibit
A-1. Each submission shall include a paper copy and an electronic .pdf format of all
documentation.
9
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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 conunenced 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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Rev 07:2014
1. any preference, priority or allocation order duly issued by the
Government of the United States or the State of New York;
2. unforeseeable cause beyond the control and without the fault or
negligence of the Contractor, and approved by the Owner, including, but
not limited to, acts of God or of public enemy, acts of the Owner, fires,
epidemics, quarantine, restrictions, strikes, freight embargoes and
unusually severe weather.
G. The time for completion can only be extended by change order and may be
extended for:
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 -- TE'
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
terinination, 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 Owne
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 Rightto 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 wi
matter.
e order of e Owner regarding the disputed
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:
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;
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.
Section 8.01 - Subcontract
g
ARTICLE 8 -- SUBCONT " • CTS
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 -- COO INATION AND COOPE ' • TION
Section 9.01 - Cooperation with Other Contractors
A. Normally, the Work will be performed by a single Contractor. However, the
Owner reserves the right to perform work related to the Work with its own forces or award
separate contracts. In that event, the Contractor shall coordinate its operations with the Owner's
forces or separate Contractors.
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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 satisfactoiy for proper coordination with the Work.
E. If the Contractor notifies the Owner, in writing, that another contractor on the
Site is failing to coordinate the work of said contractor with the Work, the Owner shall
investigate the charge. If the Owner finds it to be true, the Owner shall promptly issue such
directions to the other contractor with respect thereto as the situation may require. The Owner
shall not be liable for any damages suffered by the Contractor by reason of the other contractor's
failure to promptly comply with the directions so issued by the Owner, or by reason of another
contractor's default in performance.
F. If the Owner shall detennine 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 ins all, 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
D AGE LIABILITY (BROAD FO
$ 5,000,000
$ 5,000,000 Aggregate
Each Occurrence
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 IN
PROPERTY D
$ 1,000,000
$ 1,000,000
Y AND
AGE LIABILITY
Each Person
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 tine 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.
with the construction due to unexplainable disappearance, theft or misappropriation of any kind
or nature.
The Contractor shall be responsible for any and all loss of materials connected
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 oflnsurance
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.
,
TICLE 11 -- USE OR OCCUP CY P OR TO ACCEPTANCE BY 0 ER
Section 11.01 — Substantial Completion
A. The term "substantial completion" means the completion of the Work to the
extent that Cornell University may have uninterrupted occupancy or use of the facility or
specified portion thereof for the purpose for which intended. The Contractor shall obtain all
certificates of occupancy required prior to occupancy, and any electrical, mechanical and
plumbing certificates, or other certificates or required approvals and acceptances by City,
County, and State governments or other authority having jurisdiction.
Section 11.02 - Occupancy Prior to Acceptance
A. If, before Final Acceptance, the Owner desires Beneficial Occupancy of the
Work, or any part thereof, which is completed or partly completed, or to place or install therein
equipment and furnishings, the Owner shall have the right to do so, and the Contractor shall in no
way interfere with or object to said Beneficial Occupancy by the Owner.
B. Said Beneficial Occupancy (1) shall not constitute acceptance of space, systems,
materials or elements of the Work, nor shall said Beneficial Occupancy affect the start of any
guarantee period, and (2) shall not affect the obligations of the Contractor for Work which is not
in accordance with the requirements of the Contract or other obligations of the Contractor under
the Contract.
C. The Contractor shall continue the performance of the Work in a manner which
shall not unreasonably interfere with said use, occupancy and operation by the Owner.
ARTICLE 12 PAYMENT
Section 12.01 - Provision for Payment
A. The Owner agrees to pay the Contract Price to the Contractor for the
performance of this Contract and the fulfillment of all the Contractor's obligations. The Contract
Price means all costs reimbursable under the Contract Documents.
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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 m 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 perfonnance 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:
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.
A reasonable doubt that the Contract can be co ipleted 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 o 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 witb 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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f. Fixed Equipment Inventory as defined in General Requirements Section
01 78 22.
2, The Contractor shall also provide a CD containing scanned .pdf format and/or
Word Documents of all documentation.
Section 12.04 - Final Payment and Release
A. When the Contractor determines that the work or a designated portion thereof is
substantially complete, the Contractor shall prepare for submission to the Owner a list of items to
be completed or corrected. This list, prepared by the Contractor, shall constitute a complete
detailed list of defects and deficiencies which, when remedied, will complete all Contract
requirements. The submittal shall be accompanied by a statement to that effect.
B. The failure to include any items on such list does not alter the responsibility of
the Contractor to complete all work in accordance with the Contract Documents. When the
Architect, on the basis of an inspection, determines that the work is substantially complete, the
Architect will then prepare a Certificate of Substantial Completion.
C. Upon receipt of written notice that the work is ready for final inspection and
acceptance, the Architect will promptly make such inspection and, when the Architect finds the
work acceptable under the provisions of the Contract Documents, and the Contract fully
performed, and if bonds have been required, the written Consent of the Surety to the payment of
the balance due, and a satisfactory Release of Lien, attached hereto as Exhibit "C" and made a
part of the Contract Documents, has been submitted by the Contractor, each subcontractor and
sub -subcontractor, the Contractor will promptly issue a final Certificate for Payment, stating that
to the best of their knowledge, information, and belief, and on the basis of their observations and
inspections the work has been completed in accordance with the terms and conditions of the
Contract Documents, and that the entire balance is due and payable.
D. All prior certificates upon which progress payments may have been made, being
estimates, shall be subject to correction to the final certificate.
E. The acceptance by the Contractor of the final payment aforesaid shall constitute
a general release of the Owner and its agents or representatives from all claims and liability to
the Contractor.
ARTICLE 13 -- TAX EXEMPTION
Section 13.01 - Tax Exemption
A. The Owner is exempt from payment of Federal, State and local taxes, including
sales and compensating use taxes on all materials and supplies incorporated into the completed
Work. These taxes are not to be included in bids. This exemption does not apply to tools,
machinery, equipment or other property leased by or to the Contractor or a Subcontractor, or to
supplies and materials which, even though they are consumed, are not incorporated into the
completed Work, and the Contractor and Subcontractors shall be responsible for and pay any and
all applicable taxes, including sales and compensating use taxes, on said leased tools, machinery,
equipment or other property and upon all said unincorporated supplies and materials.
24
Rcv 07-2014
B. The Contractor and Subcontractor shall obtain any and all necessary certificates
or other documentation from the appropriate governmental agency or agencies, and use said
certificates or other documentation as required by law, rule or regulation.
TICLE 14 -- GU
NTEE
Section 14.01 - Guarantee
A. The Contractor, at the convenience of the Owner, shall remove, -eplace and/or
repair at their own costs and expense any defects in workmanship, materials, ratings, capacities
or characteristics ()coming 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".
TICLE 15 -- STAND PROVISIONS
Section 15.01 - Provisions Required by Law Deemed Inserted
Each and every provision of law or clause required by law to be inserted in the Contract
shall be deemed to be inserted therein.
Section 15.02 - Laws Governing the Contract
The Contract shall be governed by the laws of the State of New York, without reference
to conflict of law principles. Any and all proceedings relating to the subject matter hereof shall
be maintained in New York State Supreme Court, Tompkins County or the federal district court
for the Northern District of New York, which courts shall have exclusive jurisdiction for such
purposes.
Section 15.03 - Assignments
The Contractor shall not assign the Contract in whole or in part without prior written
consent of the Owner.
Section 15.04 - No Third Party Rights
Nothing in the Contract shall create or shall give to third parties any claim or right of
action against the Owner, beyond such rights as may legally exist irrespective of the Contract.
25
Rev 07-20 1 4
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 Affimative Action Workforce Report and
Minority 7 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
Rcv 07:2014
F. The goals for participation (minority and female), expressed in percentage terms
for the Contractor's aggregate work force in each trade on all construction work, are as follows:
Carpenters 4.8%
Electricians 14.1%
Laborers 7.8%
Masons 2.8%
Painters 25.7%
Plumbers 5.9%
Sheetmetal Workers 4.0%,
G. The Contractor shall demonstrate compliance with these goals by subrnissioia of
the Affirmative Action Workforce Report (Exhibit F — Form III) on a monthly basis. The Prime
Contractor shall provide a single monthly report inclusive of all subcontractor information for the
project labor. On-site office personnel should not be included in the "workforce" totals. Such
forms shall be submitted to:
Facilities Contracts
121 Humphreys Service Building
Cornell University
Ithaca, New York 14853
Section 15.07 Limitation on Actions
No action or proceeding shall be filed or shall be maintained by the Contractor
against the Owner unless said action shall be commenced within six (6) months after receipt by
the Owner of the Contractor's final requisition or, if the Contract is terminated by the Owner,
unless said action is commenced within six (6) months after the date of said termination.
Section 15.08 - Owner's Representative
The Owner shall designate a representative authorized to act in its behalf with
respect to the Project. The Owner or its representative shall examine documents and shall render
approvals and decisions pertaining thereto promptly, to avoid unreasonable delay in the progress
of the Contractor's work. Only directives from Cornell University's designated representative
(Randall Nesbitt) shall be recognized by the Contractor.
27
Rev 07.2014
'TICLE 16 -- ACCOUNTINGS, INSPECTION AND AUDIT
The Contractor agrees to keep books and records showing the actual costs incurred for
the Work. Such books and records (including, without limitation, any electronic data processing
files used by the Contractor in analyzing and recording the Work) shall be open for inspection
and audit by the Owner and its authorized representatives at reasonable hours at the Contractor's
local office or at the Owner's office, if necessary, and shall be retained by the Contractor for a
period of seven years after the Work has been completed, except that if any litigation, claim or
audit is started before the expiration date of the seven year period, the records shall be retained
until all litigation, claims or audit findings involving the records have been resolved,. Each Sub -
Contractor shall be similarly obligated to maintain, for inspection and audit by the Owner, books
and records respecting the Work. If requested by the Owner, the Contractor shall furnish copies
of any and all subcontracts, purchase orders and/or requisitions of any nature associated with the
project.
TICLE 17 — CONT
CTOR PERFO ANCE EVALUATION
The Owner shall schedule a meeting at fifty percent (50%) based on project invoicing
and at project completion to review with the Contractor their performance for the project unless
performance warrants additional reviews. The Owner shall present its review based on the
attached "Contractor Performance Evaluation", Exhibit I. The Contractor shall be given the
opportunity to provide input as to the findings of the evaluation after completion by the Owner.
ARTICLE 18 -- ROYALTIES AND PATENTS
The Contractor shall pay all royalties and license fees and shall defend all suits or claims
for infringement of any patents, and shall save Cornell University harmless from loss on account
thereof; except that Cornell University shall be responsible for all such loss when a particular
process or product is specified by Cornell University unless the Contractor shall have reason to
believe that the particular process or product infringes a patent, in which event it shall be
responsible for loss on account thereof unless it promptly provides such information to Cornell
University,
ARTICLE 19 — CN NT ITY AND USE OF 0 ER'S NAIVIE
Section 19.01 - Release of Infonnation
The Contractor shall not divulge information concerning the Work (including news
releases, internal house organs, applications for permits, etc.) to anyone without Cornell
University's prior written approval, except to subcontractors and suppliers to the extent that they
need such information to perform their work. The Contractor shall require a similar agreement
from each such subcontractor and supplier, requiring their compliance with the foregoing.
Cornell University reserves the right to release all information, as well as to time its release and
specify its form and content. The Contractor may obtain Cornell University's approval to release
information by submitting such request to the Cornell University Project Manager.
28
Rev 07-20 14
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 teamed 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 -- CO
a
ELL UNIVERSITY ST
DA S 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 littp://finance.fs.comell.edu/contracts/forms/contractors.cfm, This
includes treating equally all persons and firms currently doing business with or seeking to do
business with or for Cornell University, whether as contractors, subcontractors, or suppliers.
Such persons and firms are respectfully reminded that Cornell University employees and their
families may not personally benefit from Cornell University's business relationships by the
acceptance of gifts or gratuities, defined as a gift in excess of $75.00 given to a Cornell employee
for personal use. Items not considered gifts/gratuities include occasional business meals, items of
an advertising nature, and items that are generally distributed to all potential customers. In
addition, it is expected that the Contractor's officers and employees shall conduct all business
related to this Contract within the highest ethical standards, observing applicable policies,
practices, regulations, law, and professional standards. All parties are expected to report
violations of this policy to appropriate university personnel. You may file a report to on the web
htips://secure.ethics oint.com/domain/en/re )ort custom.asp?clientid-6357 or contact Cornell
University through EthicsPoint by dialing toll-free 1-866-293-3077.
29
Rcv 07.2014
Cornell University
Facilities Seiv ces
CHANGE ORDER
Cornell University
Facilities Contracts
121 Humphreys Service Building
Ithaca, New York 14853
PROJECT:
TO (Contractor):
You are directed to make the following changes in this Contract:
EXHIBIT "A"
Distribution to:
OWNER
ARCHITECT
CONTRACTOR
FIELD
OTHER
CHANGE ORDER NUMBER:
INITIATION DATE:
OWNER'S CONTRACT NO:
CONTRACT DATE:
Item No. Description Reference Amount,
Not valid untilsigned 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 Tin
Net change by previously authorized Change Orders______________________ $
.....
The (Contract Price) prior to this Change Order was_______ ...... ......... .. .. $
The (Contract Price) will be (increased) (decreased) (unchanged) by this Change
The new (Contract Price) including this Change Order will be ..... ..... ....
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:
) Days.
CORNELL UNIVERSITY
CONTRACTOR OWNER
BY
TITLE
1 -)ATF
BY
TITLE
DATE
EXHIBIT "A-1"
CORNELL UNIVERSITY
Division of Facilities Services
Construction Contract Change Order Forms
Instructions to Change Order Documentation
Facilities Services ("FS") has created this Standard Change Contract Change Order Request and
Change Order Summary Forms to facilitate preparation of contract change orders in conformity
with construction contract requirements. The forms have been prepared to comply with contract
requirements presented in the General Conditions, dated July 2014.
The Change Order Request form shall be used by the Contractor and by all Subcontractors in
preparing their cost estimates for services associated with the Changed Work. The Contractor
shall submit to the Owner the Change Order Summary Form with all associated back-up
documentation.
Direct Cost of theWork:
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.
(ORNELL UNIVERSITY
FACILITIES SERVICES
PROJECT
Name of a
D
ON OF
• 111 •
k D
CT COST OF WORK
R (Arrsfsh ..... 41 to ticsi)
ASSIGNED PERSONNEL OR R'ORE". CREW
• :
DATE:
EXHIBIT "A-1"
CONSTRUCTION CONTRACT CHANGE ORDER REQUEST
COR
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City Adjusted Contract Price
County Amount Previously Paid
State Balance Due - Final Payment
FINAL RELEASE EXHIBIT "C''
FINAL WAIVER OF CLAIMS AND LIENS AND RELEASE OF RIGHTS
Contract Date
Contract Price
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
Day of
20
Corporation or Business Name
By:
Title:
2. Net change by Change Orders
SUM TO DATE (Line 1 t 2) • • -
1
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EXHIBIT "D"
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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
031BNEILT, ITKITY:ER'<flrIFY
CONTRACTORS AFFI' ATIVE ACTION PLAN
Use of MBE and
Please print or type all information,
except where a signature is required.
PROJECT:
Amount of Contract:
Name of Prime Contract Bidder:
E Vendors
Address (Street, City, State and Zip Code):
Telephone Number (Including Area Code):
1. List previous Cornell University work done by your firm:
Trade:
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, hidicate 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
WBE Amount
AND Percentage
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
WBE Amount
AND Percentage
AND Percentage
7. List MBE and WBE vendors utilized by your firm over the past five (5) years:
MBE or WBE Vendor
CONT CT
(Indicate which)
ADDRESS PROJECT TRADE AMOUNT
This space provided for any cornrnents your organization may have regarding the utilization ofMBE and
WBE vendors:
OFFICER OF P • E CONTRACT BIDDER:
Name and Title:
Signature:
2
Date:
CONT
CTOR'S AFF
EXHIBIT "F"
FORM II
ATIVE ACTION PLAN
Summary of Bid Activity with MBE and
Subcontractors and Vendors
Please print or type all information,
except where a signature is required.
PROJECT:
Name of Prime Contract Bidder:
E
Address (Street, City, State and Zip Code):
Contact Person (Name, Title and Telephone Number):
MBE and WBE
Subcontractor/Vendor
(Indicate which)
Item/ Bid Submitted: Award Status Date of
Trade Date Amount Date Amount E iinination
EXPLANATION OF ELMINATION: Include meetings held for negotiation, etc.
(Use additional sheet if necessary)
OFFICER OF F
Name and Title:
Signature:
Date:
0
4-d
0
00
0
PRO CT
•
*
Cornell University
Facilities Services
CTOF:
Base Hourly Rate:
Payroll Taxes and Insurance
FICA.
Unamp
* Worker's C
*
•
LABORRATE 13
'E DATE:
ON DATE:
% per Hour
TOTAL
Payroll Taise_s Insurance Rates: Base Rate (x)T =
* Rates are net Contractor cost after premium discounts and
have applied a rinct ide
Supplemental Benefits
Vacation.
Health & W
Pension
Name:
Adj
0R5 CERTCATION
*ccostiocui
11
te
A
te; Ba
r
1:
$ per Hour
Utittta•:..
Tobi lyFii
F B
CO
EXHIBIT "G"
"O.
• it
Co ell University
Facilities Se "ces
STORED MATERIALS INVOICING
DOCUMENTATION
PROJECT TITLE: CONTRACT NO.
CONTRACTOR: SUBCONTRACTOR:
REASON FOR REQUEST:
APPLICATION FOR PAYMENT NO.
DATE:
1 Material Identification
Description: Quantity:
Provide Specific Location of a Stored:
2 Material Value
El Attach an Invoice or Quautifi d St lenient of Value.
Certificate of Insurance
EDAttach 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
EXHIBIT "H"
The Contractor hereby agrees to transfer complete ownership of all listed materials to Cornell University at the
nine 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:
EXHIBIT "I"
Contractor Performance
Evaluation
Proj Infoion
P
T
C
ToLN
NIA
Final Evaluitsm
of C
a e Evacuation
iv
each categcuy. Add comments as required to justify your rating.
2
4
4
Adrn
OroSite
Contra
P
n
Rating Re
elV
ntracto
Evaluation Review Input (Page 5 to be filled out by the Contractor betore the discussion ting)
Contractor PrcOct
Contractor Comments:
Date
5
GENERAL REQUIREMENTS
FOR
SIGMA ALPHA EPSILON
122 MCG W PLACE
WI OW REPLACEMENT
PHASE ONE
CORNELL UNIVERSITY
ITCA, NEW YORK
November 6, 2015
TABLE OF CONTENTS
SECTION 01 11 00 SUMMARY OF WORK ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••41
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1.1
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SECTION 01 14 00 WORK RESTRICTIONS
1.0 GENE
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1.1 RELATE DOCUMENTS
1.2 CONTRACTOR USE OF PREMISES
1.3
1.4 CHANGEOVERS AND CONTINUITY OF SERVICES
1.5 OBSTACLES, INTERFERENCE AND COORDINATION................._.........3
1.6 EXAMINATION OF PREMISES, DRAWINGS, ETC..............._........_.........4
1.7
1.8
2.0 PRODUCTS - NOT USED
3.0 EXECUTION Noni
SECTION 01 23 00 ALTE
1.0 GENE
2.0
3.0
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3.1 1.1 RELATED DOCUMENTS
3.2 DESCRIPTION OF
1.3 SCHEDULE OF
PRODUCTS- NOT USED ••••••••0••••••••"••••••••••••••“••••••••••"0"*.e•e•••••••6•0%•••••••••••16"...•••sed
EXECUTION- NOT USED •••61.5,641......wees•••••••••0•0.0esseeemi•se ei,•••••••••••••.••••••feeeSeee•e••••••••••• 1
SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS.............................1
1.0 GENE
. •
1,0•640.66"00,94000659..010•••••e".•••••••0004000•9••••0400%•••16,80000600aeRS•ese••••••••••"•••••"•••6 See "Oritssessed
1.1
1.2
1.3
1.4
1.5
1.6
1.7 EQUIVALENTS - APPROVED EQUAL
1.8 CONTRACTOR'S
1.9
1.10 COMPARABLE PRODUCTS
1.11 CONTRACTOR'S
1.12
November 6, 2015
8 2.0 C S - NOT 5,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,®,,.....,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.
3.0 EXECUTION NOT USED ............................... ....... ..........:....... .®..........,.....,.
SECTION 01 31 19 PROJECT MEETINGS.:.....................................................„.,,:.,,,.,,,,1
1.0 GENE L,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,"of ,,,,,,,,,,1
1.1 DESCRIPTION,.......
1.2 PRE -CONSTRUCTION MEETING ......
1.3 PROGRESS MEETINGS ....................................
1.4 PRE -INSTALLATION CONFERENCE(S)..
2.0 PRODUCTS - NOT USED ,,;,,;;,,,;,,,,,,;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..,.,:..,.,,,,,,,,,,,,,,4
4
3.0 EXECUTION - NOT USED ..................................
,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,4
SECTION 0131 50 ELECTRONIC PROJECT MANAGEMENT ..
1.0 GENE
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,1
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,:,,,.,,,,,.,,,,.,,..,,.,,.,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,1
1.1 SUMMARY ....................
1,2 RELATED SECTIONS ,...
13 DEFINITIONS.,....:
1.4 PROCEDURES............,....
1.5 PROCESS OVERVIEW,......
1.6 ADDITIONAL INFORMATION..:,.
2.0 PRODUCTS - NOT USED...................................................................................•0
3.0 EXECUTION - NOT USED,,,,,,,,,,,,,,,,,,,,,:,., .,,. ,®„„4
SECTION 01 32 16 CONSTRUCTION SCHEDULE ,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,1
1.0 GENE ,,,,,,,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,, ,,,,,,,,,,,,,,, ,®,,.,,.,,.,,,.,,,. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,1
1.1 SU Y........
1.2 FORM OF SCHEDULES
1.3 CONTENT OF SCHEDULES..
1.4 PROGRESS REVISIONS ....::..........
1.5 SUBMISSIONS . ........ ............,....,.
2.0 PRODUCTS ........................................
3.0
3,1 DISTRIBUTION.........
.4
SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION........................................1
1.0 GENE
1.1 DESCRIPTION..............,..........
1.2 SUBMITTALS ...
,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,1
1
1
2.0 PRODUCTS - NOT USED,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,6,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,1
November 6, 2015
3.0
3.1 EXISTING CONDITION PHOTOGRAPHS
3.2 PROGRESS PHOTOGRAPHS
3.3 FINAL COMPLETION PHOTOGRAPHS
SECTION 01 33 00 SUBMITTAL PROCEDURES
2.0
3.0
1.1
1.2 SUBMITTAL REGISTRY AND
1.3 SHOP DRAWINGS
1.4 PRODUCT
1.5
1.6 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS.......4
1 .'7 CONTRACTOR RESPONSIBILITIES
1.8 SUBMITTAL
1.9
1.10 RESUBMISSION REQUIREMENTS . - .8
1,11 ARCHITECT'S DUTIES
PRODUCTS--- NOT USED peoes.•••••*,..sesometeesorta.•••••e•sosese•eeporoe•••••••••••••••••••••ve.••••«soogo•10
EXECUTION - NOT USED •••••eogorroaler.so••••••••••••eareeeteevosst,...opeeeose.oesmesve“••••••••egosw000esee10
SECTION 01 35 29 GENE' L HEALTH & SAFETY •••••••••••••••••••••••••••••••••••••••••••••••••••• 1
1.0 GENE " L••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••1
1.1
1.2 CONTRACTOR'S SAFETY PLAN
1.3
1.4 LEAD
1.5
1.6 CONFINED SPACE . .
2.0 PRODUCTS NOT USED
3.0 EXECUTION -- NOT USED
SECTION 01 35 43 GENE L ENVIRONMENTAL REQUIREMENTS....................1
1.0 GENE
1
1,0011,••••.000,8•60.41•11.68,011,1,4104.91041/“.(90•0000.10.6000060.111.1•••••••"8”6,011068,01.0,1668••••81.•••••••••••09".•••• 1
1.1
1.2
1.3
1.4 JOB SITE ADMINISTRATION
1.5 CLEARING, SITE PREPARATION AND SITE
1.6
1.7
1.8 PROTECTION OF THE ENVIRONMENT
November 6, 2015
1.9 HAZARDOUS OR TOXIC MATERIALS; .......::............
1.10 DISPOSAL OF WASTE MATERIAL AND TITLE .........
2.0 PRODUCTS -NOT USED ............................
3.0 EXECUTION -NOT USED ..........................
SECTION 0135 44 SPILL CONTROL .................
1.0
2.0
3.0
..3
..................................................................................::... .... ...1
1.1 SPILL PREVENTION.......,.,. .......a.... ,
1.2 SPILL CONTROL PROCEDURES .................... . ...<,,.......... 1
1.3 SPILL REPORTING AND DOCUMENTATION.......... ...,,,,,. .......... ..........:4
PRODUCTS- NOT USED .........................................................................................5
EXECUTION
- NOT USED............................:................,.........:....,..........................5
SECTION 01 41 00 REGULATORY REQUIREMENTS................................................1
1.0
1.1 PERMITS AND LICENSES ,.
1.2 INSPECTIONS .............
1.3 COMPLIANCE...
1.4 OWNER'S REQUIREMENTS
2.0 PRODUCTS - NOT USED.........
3.0 EXECUTION - NOT USED
... ..........1
............................................................ 0..,.........004...........1
SECTION 01 42 00 REFERENCES...................................................................................1
1.0 GENE
2.0
3.0
.................................................................................................................. .1
1.1 INTENT OF CONTRACT DOCUMENTS....
1.2 RELATED DOCUMENTS ......... .1
1.3 DEFINITIONS...... DEFINITIONS..............................„ ....,............,..,,.. ,,.,........
1.4 OWNER AGREEMENTS .......... 3
1.5 INDUSTRY STANDARDS ................... .. .4
1.6 ABBREVIATIONS AND ACRONYMS .... ........... .5
PRODUCTS NOT USED .®....
EXECUTION - NOT
......................................................................................17
SECTION 01 45 00 QUALITY CONTROL.......
1.0 GENE
......... ................................................1
....................................................................................................................1
1.1 DESCRIPTION..
1.2 CONTROL OF ON-SITE CONSTRUCTION ....... ........ ........... .................1
1.3 CONTROL OF OFF-SITE OPERATIONS__ „ ..... ..........,:2
1.4 OWNER'S REPRESENTATIVE ,3
2.0 PRODUCTS - NOT USED.............................
3.0
3
EXECUTION- NOT USED..................................................,........,...............,.............3
November 6, 2015
SECTION 01 500A TEMPO
1.0 GENE
1.0
2.0
,
RY FACILITIES AND CONTROLS
L.......~......-.,....,...,...........~,~...~~~...~..~............-..~,....,..~...,..........1,I
1.1 DESCRIPTION___________ 1
L2 REQUIREMENTS OF REGULATORY
PRODUCTS00••••40.00”04000.0.00"4,41090•40•00“6400.011401PPO•0•••,0001.011611.4.08000•011000.060.00•1",80.000010•00010.1,•”."01
1.1 MATERIALS,(}ENERAL
1.2 TEMPORARY FIRST AID
1.3 TEMPORARY FIRE PROTECTION
1.4
1.5
1.6 TEMPORARY
ENCLOSURES
1.7 TREE, PLANT AND LAWN PROTECTION
1,8 GUARDRAILS AND BARRICADES
.._...."__^__,__^___�^,m^�_�^�_�^.°^_�_»4
1.9 PROJECT IDENTIFICATION AND SIGNS
~_~_°__"+-__~_^_-~°~^�.~~=.�
1'10
2,1
2.3
SECTION 015I00 TEMPO
1.0
2.0
3.0
• ,
1.1 I)BSCR]PT{[N..-----......_-.--._........-.--.---------.l
1.2 REQUIREMENTS OF REGULATORY�J3��k�l�8------------..l
PRODUCTS•00•11•110.”.••••••11061**Seet•••••••••.0000••••••“(4••••0110.0111.0.0.10.00•01.0600.081.“6“*.00003"06110000”.."”•••1
2.1 MATERIALS, GENERAL
2.2 TEMPORARY ELECTRICITY, LIGHTING AND WATER
2.3 TEMPORARY CONTRACTOR TELEPHONE S]BRVDCE.,.`......-.......-^..'-.��
2.4 TEMPORARY SANITARY FACILITIES .
EXECUTION
SECTION 01 66 00 STORAGE AND
1.0 GENE
• ,
1-1.~..ee..~..••.~.•0^^.0,8.'.••^^,-.••••.0•0..0_._0.,•0^.,,me.”.~.,.•••.-..,.00,.00^00~60,.1,^~...,...~~0•10.,-114A.
1.1
1.2 TRANSPORTATION AND HANDLING '
1.3
1.4
1.5
1.6 PROTECTION AFTER INSTALLATION ........
November 6,2U\5
2.0 PRODUCTS NOT USED..................................:.......................:...:.........................4
3.0 EXECUTION - NOT USED....................................................................... ............4
SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING...................................1
1.0 GENERAL
....................................................................................................................1
1.1 DESCRIPTION............:.
1.2 SUBMITTALS
1.3 QUALITY ASSURANCE
1.4 WARRANTIES .
2.0 PRODUCTS
3.0
2.1 MATERIALS
EXECUTION...........................................................................................::..................3
3.1 INSPECTION ..................
3.2 PREPARATION ....
3.3 PERFORMANCE..
3.4 CLEANING
SECTION 01 77 00 PROJECT CLOSEOUT.....................................................................1
1.0 GENE
.........................................................................................,.,.........................1
1.1 INSPECTIONS
1.2 SUBMITTALS
1.3 FINAL CLEAN UP ..........::........
1.4 MAINTENANCE STOCK.. a4
1.5 ON-SITE CONSTRUCTION TRAILER REMOVAL , 4
2.0 PRODUCTS - NOT USED........................................................,..
3.0
1.0
EXECUTION - NOT USED.......................................................................
SECTION 01 78 23 OPERATING AND MAINTENANCE DATA .......................1
GENERAL.........................................................::............,............. ..,......,.,.,.,.,,.........1
1.1 DESCRIPTION.... .1
1.2 FORM OF SUBMITTALS ................ 1
1.3 CONTENT OF MANUAL ....... ..2
1.4 MANUAL FOR MATERIALS AND FINISHES ...............:
1.5 MANUAL FOR EQUIPMENT AND SYSTEMS........................................4
1.6 SUBMITTAL REQUIREMENTS ............................... 7
1.7 INSTRUCTIONS OF OWNER'S PERSONNEL...........
1 8 OPERATING INSTRUCTIONS ......,....,...
2.0 PRODUCTS - NOT USED..........:..........................................................................7
3.0
EXECUTION - NOT USED ...........................................................
November 6, 2015
SECTION 01 78 36 WARRANTIES AND BONDS...........................................................1
1.0 GENE
2.0
3.0
....................................................................................................................1
1.1 DESCRIPTION...,...,..
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 ...
1.6 SUBMITTALS REQUIRED .2
PRODUCTS - NOT USED ...............................
.......................................................2
EXECUTION - NOT USED.......................................................................................2
SECTION 01 78 39 RECORD DOCUMENTS...................................................................1
1.0 GENE
2.0
3.0
1.1 DESCRIPTION.........;
1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES ................
1.3 RECORDING
1.4 SUBMITTAL.......
PRODUCTS .........................................................................................
6
EXECUTION - NOT USED.......................................................................................6
November 6, 2015
CORNELL UNIVERSITY
SECTION 01 11 00
Ithaca, New York S MARY OF THE WORK
SECTION 01 00 SUM
1.0 GENE
1.1 DESCRIPTION
A. Work to be Done
, •
Y OF WORK
1. Replace existing wood window sash identified as Phase 1 with specified aluminum
clad wood window sash. Existing wood window frames and exterior sill to remain.
Limited interior trim will be removed and salvaged for reinstallation or replaced.
Limited repairs to exterior and interior trim are required as scheduled and are part of
Phase 1. Exterior brick mold associated with Phase 1 and future Phase 2 windows will
be removed during asbestos abatement operations performed by Owner prior to Phase
1 activities. Replacement brick mold, profile to match existing, is to be provided at all
windows scheduled for asbestos abatement in Phase 1.
2. New wood sash scheduled for paint finish will be pre -finished by manufacturer. Touch
up after installation will be required. New wood sash scheduled for stain finish will be
stained on site to match existing adjacent trim.
3. Interior wood trim, replaced or scheduled to remain will be prepared and painted or
clear finish restored. All exterior wood at windows is to be painted in Phase 1.
4. All windows will require specified insect screens.
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.
SIGMA ALPHA EPSILON
122 MCG1 W PLACE
WINDOW REPLACEMENT
PHASE ONE
ARY OF WO
•
01 11 00-1
November 6, 2015
CO ELL UNIVERSITY SI TION 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***
SIGMA ALPHA EPSILON SU
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
ARY OF
011100-2
CORNELL UNIVERSITY
Ithaca, New York
SECTION 01 14 00 0 RESTRICTIONS
1.0 GENE
1.1 RELATED DOC ENTS
SECTIONOI 14 00
0 RESTRICTIONS
A. Drawings and general lrovisions o the Contract, including General Conditions and Division
1 Specification Sections, apply to this Section.
1.2 CONTRACTOR USE OF PREMISES
A. The Contractor shall cany 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 make every effort to keep dirt and debris from making its way to
roadways. The Contractor shall immediately remove dirt and debris which may collect on
permanent roadways due to the Work.
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.
SIGMA ALPHA EPSILON
122 MCG " • W PLACE
WINDOW REPLACEMENT
PHASE ONE
STR CT ONS 0114 00-1
November 6, 2015
CO' ELL UNIVERSITY
SECTION 01 14 00
Ithaca, New York WO ' RESTRICTIONS
I. It is the Owner's expectation that the Contractor will take protective measures to minimize
damage caused by construction activities including, but not limited to, the use of personal
lifts, material handling equipment, on-site material storage, etc. All portions of the site,
including the staging area and those areas affected by the work, shall be returned to their
original condition after completion of Work. Such repair work shall include lawn restoration
and reseeding, if required, and shall be included in the Contractor's Guarantee 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 PA' NG
A. The Owner has a designated an area for Contractor parking on Solidago Road. 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 (Randall W. Nesbitt) for additional
information. The Contractor will be required to complete a "New Construction Employee
Form" for each permit requested. This form may be found at
http://finance.fs.cornell.edu/contracts/forms/contractors.cfm.
C. Contractor shall cooperate with Cornell Police and/or other police authorities having
jurisdiction, as follows:
I, 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 transportation of personnel between the designated parking area and the
construction site in a safe and lawful manner.
D. The Contractor shall remove from the staging area all 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.
SIGMA ALP EPSILON
122 MCG PLACE
WINDOW REPLACEMENT
PHASE ONE
STRICTIONS 01 14 00-2
November 6, 2015
CORNELL UNIVERS1S'Y SECTION 01 14 00
Ithaca, New York 0 " RESTRICTIONS
L4 CHANGEOVERS AND CONTINUITY OF SERVICES
A. Make all changeovers, tic -ins and removals, etc., of any part of the Work that would affect
the continuity of operation of the adjacent services at approved times that will not interfere
with the Owner's operations. Secure approval of Owner before proceeding.
B. Make all necessary temporary connections required to permit operation of the building
services and/or equipment. Remove the connections after need has ceased.
C. The Contractor may be permitted to make changeovers during normal working hours at the
Owner's discretion. Should the Contractor perform this Work outside of normal working
hours, no extra payment will be made for resulting overtime expenses.
D. When connecting new facilities do not shut off any existing Mechanical/Electrical facilities
or services without prior written approval of Owner's Representative.
E. The Contractor shall not, except in an emergency condition, shutdown any utility without the
express permission of the Owner's Representative. Shutdowns of utilities are not anticipated
to be required for this project.
F. Maintain domestic water and firewater in service at all times. No service may be out for more
than twenty-four (24) hours. Maintain firewater flow capability (hose, if necessary) to all
buildings and coordinate with Cornell Utilities, Cornell Environmental Health and Safety
(EH&S), and City of Ithaca Fire Department.
G. All shutdowns to be scheduled a minimum of seven (7) calendar days in advance and requests
shall be submitted via ePM system to the Owner's Representative.
H. IN THE EVENT OF AN EMERGENCY WHERE THE OWNER'S REPRESENTATIVE IS
NOT AVAILABLE, THE CONTRACTOR SHALL DIAL 911 IMMEDIATELY.
13 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 every spatial change needed
to accommodate existing conditions. Make necessary changes in the Work after
notifying the Owner's Representative and Architect. Obtain approval from same, as part
of Contract, to accommodate work to obstacles and interferences encountered.
3. Obtain written approval for all major changes before installing. If requested, submit
drawings, detailing all such deviations or changes.
SIGMA ALPHA EPSILON
122 MCG W PLACE
DOW REPLACEMENT
PHASE ONE
0' RESTRICTIONS 01 14 00-3
November 6, 20
CORNELL UNIVERSITY
Ithaca, New York
B. Interference
WO
SECTION 01 14 00
RESTRICTIONS
I 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 E INATION OF PREMISES, D
INGS, ETC.
A. Before Submitting Proposal
1. Examine all Drawings and Specifications relating to Work of all trades to determine
scope and relation to other work.
2. Examine all existing conditions affecting compliance with Plans and Specifications, by
visiting site and/or building.
3. Ascertain access to site, available storage and delivery ci 'es.
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.
B. Existing or Archived Drawings
I. Existing or Archived drawings of impacted buildings are appended in electronic format
only for reference and informational purposes. These historic drawings are not to be
considered contract drawings and are provided "FOR INFORMATION ONLY". The
Owner makes no representation as to the accuracy of the drawings as representing
current conditions.
SIGMA ALPHA EPSILON
122 MCG ' W PLACE
WINDOW REPLACEMENT
PHASE ONE
0' RESTRICTIONS 01 14 00-4
November 6, 2015
CORNELL UNIVERSITY
SECTION 01 14 00
Ithaca, New York WOs RESTRICTIONS
1.7 STAND DO 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. Reunion Weekend
• Thursday, June 9, 2016
• Friday, June 10, 2016
• Saturday, June 11, 2016
m Sunday, June 12, 2016
1.8 WO NG HOURS
A. Normal work hours are 9:00 AM - 5:00 PM Monday -Friday 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.
B. During Construction periods, no work shall take place prior to 9:00AM in a Residence Hall,
Fraternity, Co -Op, Sorority, or any type of Housing Unit. Residence Halls requires 72 hours
notification to the Student & Academic Services representative prior to entering a Residence
Hall or Student Room. This does not apply to Fraternity, Co -Op or Sorority House which
require 24 hours notification to the Facilities Manager.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
*END OF SECTION 01 14 00***
SIGMA ALPHA EPSILON
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
0' RESTRICTIONS 01 14 00-5
November 6, 2015
CORNELL UNIVERSITY SECTION 0 23 00
Ithaca, New York ALTERNATES
SECTION 01 23 00 ALTERNATES
1.0 GENERAL
3.1 1.1 RELATED DOCUMENTS
A. This Section describes the changes to be made under each Alternative,
B. The Specification Section containing the pertinent requirements of materials and methods to
achieve the Work described herein.
3.2 DESCRIPTION OF REQUIREMENTS
A. Definition: An alternate is an amount proposed by Bidders and stated on the Bid Form for
certain items that may be added to or deducted from the Base Bid amount if the Owner
decides to accept a corresponding change in either the amount of construction to be
completed, or in the product, materials, equipment, systems or installation methods described
in the Contract Documents. Alternates shall include all overhead, profit and other expenses,
including bond costs, in connection therewith,
B. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to
ensure that Work affected by each accepted alternate is complete and fully integrated into the
Project.
C. Notification: Immediately following Contract award, prepare and distribute to each party
involved, notification of the status of each alternate. Indicate whether alternates have been
accepted, rejected or deferred for consideration at a later date. Include a complete description
of negotiated modifications to alternates.
D. Schedule: A "Schedule of Alternates" is included at the end of this Section. Include as part
of each alternate, miscellaneous devices, accessory objects or similar items incidental to or
required for a complete installation whether or not mentioned as part of the alternate.
1.3 SCHEDULE OF ALTERNATES
A. ALTERNATE NO. 1: Furnish Phase 2 Replacement Window Sash.
1. Furnish all replacement window sash scheduled for Phase 2 installation. Unload and
store on site where directed by Owner.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 23 00**
SIGMA ALPHA EPSILON ALTERNATES
122 McGI W PLACE
WINDOW REPLACEMENT PHASE ONE
01 23 00-1
NOVEMBER 6, 2015
CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York ST TUTIONS AND PRODUCT OPTIONS
SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS
1.0 GENE
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.
SIGMA ALPHA EPSILON SUBSTITUTIONS AND PRODUCT OPTIONS
122 MCGRAW PLACE
DOW REPLACEMENT
PHASE ONE
01 25 00-1
November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
SECTION 01 25 00
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 Forin, substitutions shall be listed on
the Bid Form with description, specification references, and corresponding change in
base bid
1.4 PRODUCTS LIST
A. Within five (5) 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 ASSU1 CE
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.
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.
SIGMA ALPHA EPSILON SUESTITUTIONS AND PRODUCT OPT ONS 0 25 00-2
122 MCG " W PLACE
WINDOW REPLACEMENT
PHASE ONE
Novembcr 6, 2015
CO ELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
1. Contractor is responsible for providing products and construction methods compatible
with other products and construction methods.
2, If a dispute or compatibility issue arises over concurrently selectable but incompatible
products, Architect will determine which products shall be used.
1.6 PROCEDURES
A. Coordination: Modify or adjust affected work as necessary to integrate work of accepted
substitutions and approved comparable products.
1.7 EQUIVALENTS — APPROVED EQUAL
A. Equivalents or Approvals - General
1, The words "similar and equal to", or "or equal", "equivalent" and such other words of
similar content and meaning shall for the purposes of this Contract be deemed to mean
similar or equivalent to one of the named products. For the purposes of Paragraph A
and B of this Section 1.4 and for the purposes of Bidding Documents, the word
"products" shall be deemed to be include the words "articles", "materials", "items",
"equipment" and "methods". Whenever in the Contract documents one or more
products are specified, the words "similar and equal to" shall be deemed inserted.
2. Whenever any product is specified in the Contract documents by a reference to the
name, trade name, make or catalog number of any manufacturer or supplier, the intent
is not to limit competition, but to establish a standard of quality which the Architect has
determined is necessary for the Project. The Contractor may at its option use any
product other than that specified in the Contract Documents provided the same is
approved by the Architect in accordance with the procedures set forth in Paragraph B
of this Section 1.4. In all cases the Architect shall be the sole judge as to whether a
proposed product is to be approved and the Contractor shall have the burden of proving,
at its own cost and expense, to the satisfaction of the Architect, that the proposed
product is similar and equal to the named product. In making such determination the
Architect may establish such objective and appearance criteria as it may deem proper
that the proposed product must meet in order for it to be approved.
3. Nothing in the Contract Documents shall be construed as representing, expressly or
implied, that the named product is available or that there is or there is not a product
similar and equal to any of the named products and the Contractor shall have and make
no claim by reason of the availability or lack of availability of the named product or of
a product similar and equal to any named product.
4. The Contractor shall have and make no claim for an extension of time or for damages
by reason of the time taken by the Architect or by reason of the failure of the Architect
to approve a product proposed by the Contractor.
5. Request for approval of proposed equivalents will be received by the Architect only
from the Contractor.
SIGMA ALPHA EPSILON SUBSTITUTIONS AND PRODUCT OPTIONS 0 25 00-3
122 MCG' W PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL UNIVERSITY
SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
B. Equivalents or Approvals After Bidding
1, Request for approval of 'proposed equivalents will be considered by the Architect after
bidding only in the following cases: (a) the named product cannot be obtained by the
Contractor because of strikes, lockouts, bankruptcies or discontinuance of manufacturer
and the Contractor makes a written request to the Architect for consideration of the
proposed equivalent within ten (10) calendar days of the date it ascertains it cannot
obtain the named product; or (b) the proposed equivalent is superior, in the opinion of
the Architect, to the named product; or (c) the proposed equivalent, in the opinion of
the Architect, is equal to the named product and its use is to the advantage of the Owner,
e.g., the Owner receives an equitable credit, acceptable to it, as a result of the estimated
cost savings to the Contractor from the use of the proposed equivalent or the Owner
determines that the Contractor has not failed to act diligently in placing the necessary
purchase orders and a savings in the time required for the completion of the construction
of the Project should result from the use of the proposed equivalent; or (d) the proposed
equivalent, in the opinion of the Architect, is equal to the named product and less than
ninety (90) calendar days have elapsed since the Notice of Award of the Contract.
2. Where the Architect pursuant to the provisions of this Section 1.4 approves a product
proposed by the Contractor and such proposed product requires a revision or redesign
of any part of the work covered by this Contract, all such revision and redesign and all
new Drawings and details required therefore shall be subject to approval of the
Architect and shall be provided by the Contractor at its own cost and expense.
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 rneeting 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,
SIGMA ALPHA EPSILON SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-4
122 MCG • • W PLACE
WINDOW REPLACEMENT
PHASE ONE
November 6, 2015
CORNELL VERSITY SECTION 01 25 00
Itbaca, 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.
SIGMA ALPHA EPSILON SUBSTITUTIONS AND PRODUCT OPTIONS 012500-5
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL
Ithaca, New
C.
UNIVERSITYD.
SECTION 01 25 00
York 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.
Substitutions for Cause: Submit requests for substitution immediately on discovery of need
for change, but not later than 21 days prior to time required for preparation and review of
related submittals.
B. Substitutions for Convenience: Submit requests for substitution within thirty (30) days of
contract award.
C.
Submit a separate request for each substitution in triplicate. Support each request with:
I . 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 naive and address.
b. Manufacturer's literature; identify:
Product description.
Reference standards.
Performance and test data.
c. Samples, as applicable.
d. Name and address of similar projects on whichproduct 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.
SIGMA ALPHA EPSILON SUBSTITUTIONS AND PRODUCT OPTIONS
122 MCG • W PLACE
WINDOW REPLACEMENT
PHASE ONE
01 25 00-6
November 6, 2015
CORNELL UNIVERSITY SECT I ON 01 25 00
Ithaca, New York S STITUTIONS AND PRODUCT OPTIONS
8. Designate availability of maintenance services, and source of replacement materials.
D. Substitutions shall not result in additions to the Contract Sum.
E. Substitutions will not be considered as having been accepted when:
1. They are indicated or iniplied 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 COMP LE 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.
SIGMA ALPHA EPSILON SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-7
122 MCG W PLACE
NDOW REPLACEMENT
PHASE ONE
November 6, 2015
CORNELL. UNIVERSITY
Ithaca, New York
1.11 CONT
CTOR'S REPRESENTATION
SECTION 01 25 00
SUBSTITUTIONS AND PRODUCT OPTIONS
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***
SIGMA ALPHA EPSILON SUBSTITUTIONS AND PRODUCT OPTIONS 01 25 00-8
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
Project:
To:
RE:
Specification Title:
Section #
Proposed
SUBSTITUTION
REQUEST FORM
Substitution Request Number
From:
Date:
Project Number:
Contract For:
Page:
Article/Paragraph:
Substitution:
Address:
Trade Name:
Installer
Address:
Manufacturer:
Phone :
Model #:
Phone #:
History: U New product U 2-5 years old LJ 5-10 years old LJ More than 10 years old
Differences between proposed substitution and specified product:
Li
Point -by -point comparison data as evidence of equivalency attached - REQUIRED BY ARCHITECT
Reason(s) for Not Using Specified Item:
Similar Installatton(s): (Attach spare e sheet 'if required)
Project:
Address: „, Owner:
Date Installed.
Proposed substitution affects other parts of Work 11 No LJ Yes; explain
Architect:
LIST SAVINGS IN SPACES PROVIDED ON BID FORM
Savings to Owner for accepting substitution:
Proposed substitution changes Contract Time:
LI No
($
LJ Yes; Add/Deduct days.
Supporting Data Attached (Include documentation required under Section 012500, Article 'Action Submittals')
11 Product Data LI Drawings LJ Tests LJ Reports 11 Samples LI Cost Info
11 Annotated Spec LJ Certificates LI Qualification Data 11 Schedule LJ Reports LJ
CCERTIFICATION
Undersigned certifies:
o Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified
product.
* Same warranty will be provided for proposed substitution as would have been provided for specified product.
o Same maintenance service and source of replacement parts, as applicable is available.
°
Proposed substitution will not affect or delay Constructior, Progress Schedule.
°
Cost data as stated above is complete and includes all related costs for the substitution and for other portions of the
Work that must be changed as a result of the substitution. Claims for additional costs related to accepted substitution
which may subsequently become apparent shall be waived,
=
Proposed substitution does not affect dimerisions and functional clearances.
°
Payment will be made for changes to building design, including architectural or engineering design (unless indicated
otherwise), detailing, and construction costs caused by the requested substitution as stated in General Conditions
Article 2.Section 2.03.
°
Coordination,
complete in all respects.
o Proposed substitution complies with requthe Contract DoDocuments (except deviations as ndicated in
substitution request), is compatible with related materials, and is appropriate for applications indicated.
Submitted by (Contractor):
Contractor Signature:
ontrac
Dated
Address:
Telephone: '._� Fmc� EmaU:Comments:
�.
Originated by (Subcoritractor, Supplier, or Other):
Subcontractor or or Supplier Signature:
Dated:
Address:
Telephone: Fax:
Comments.
•
ARCHITECT'S EVALUATION AND RECOMMENDATION
Recommend Acceptance of Substitution — Owner consent (below) and execution with the 'Agreement, or execution
of a Change order or Construction Change Directive, is required for final acceptance.
Recommend Acceptance of Substitution as Noted — Owner consent (below) and execution with the 'Agreement', or
execution of a Change order or Construction Change Directive, is required for final acceptance.
Recommend Rejection of Substitution - Use specified products.
Substitution Recuest Received Too Late - Use specified products.
Consideration of Substitution Request Not Allowed - Use specified products.
Signed by: Dated:
Comments:
OWNER'S REVIEW AND ACTION (Acceptance of Substitution not valid without Owner's signature, and not valid
without Owner's execution with Agreement or execution of a Change order or Construction Change Directive).
Substitution Accepted - Make submittals in accordance with Specification Section 013300,
Substitution Accepted as Noted - Make submittals in accordance with Specification Section 013300.
Substitution Rejected - Use specified products.
Signed by: Dated;
ommenrs:
CORNELL UNIVERSITY
Ithaca, New York
SECTION 013119 PROJECT MEETINGS
1.0 GENE ' L
1.1 DESCRIPTION
SECTION 01 31 19
PROJECT MEETINGS
A. The Owner will schedule and administer pre -construction meeting, periodic progress
meetings, and specially called meetings throughout the progress of the work.
1. Prepare agenda for meetings.
2. Distribute written notice of each meeting four days in advance of meeting date.
3. Make physical arrangements for meetings.
4. Preside at meetings.
5. Record the minutes; include all significant proceedings and decisions
6. Duplicate and distribute copies of minutes after each meeting.
a. To all participants in the meeting.
b. To all parties affected by decisions made at the meeting.
c. To the Architect.
B. Representatives of Contractor, subcontractors and suppliers attending the meetings shall be
qualified and authorized to act on behalf of the entity each represents.
1.2 PRE -CONSTRUCTION MEETING
A. Schedule at least fifteen (15) days after date of Notice to Proceed.
B. Location: A central site, convenient for all parties.
C. Attendance:
1. Owner's Representative(s)
2. Contractor(s)
3. Architect and its professional consultants
4. Major Subcontractors
5. Window Supplier
SIGMA ALPHA EPSILON
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
PROJECT MEETINGS 01 3119-1
November 6, 2015
6. Safety Represe
Minimum Agendum:
1. Distribution and discussion of:
a. List of major subcontractors and suppliers
b. Projected Construction Schedules
2. Critical work sequencing
atives io
e Owner and Contractor
SECTION 01 31 19
PROJECT MEETINGS
Identification of major shut downs and approximate schedule
3. Major equipment deliveries and priorities
4. Project Coordination
a. Designation of responsiblepersonnel
5. Procedures and processing of:
a. Field decisions
b. Proposal requests
c. Submittals
d. Change Orders
e. Applications for Payment
f. Requests for Information
g.
Daily Reports
6. Adequacy of distribution of Contract Documents
7. Procedures for maintaining Record Documents
8. Use of premises:
a. Office, work and storage areas
b. Owner's requirements
c. Job site personnel conduct
d. Building access and security
9. Temporary facilities, controls and construction aids
SIGMA ALPHA EPSILON
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE
PROJECT EET
GS 0131 19-2
November 6, 2015
CORNEL
Ithaca, Ne
UNIVERSITY.
York
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
SECTION 013119
PROJECT TINGS
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, iu the opinion of the Owner, needed
General Contractor, including Site Superintendent
Owner's Representatives
Subcontractors as appropriate to the agenda
6. Suppliers as appropriate to the agenda
7. Safety Representative
C. Minimum Agenda:
1. Review, approval of minutes of previous meeting
2. Review percentage of work to be in place by next meeting by individual trades
3, Review of work progress since previous meeting
4. Field observations, problems, and conflicts
5. Problems which impede Construction Schedule
6. Review of off-site fabrication, delivery schedules
7. Corrective measures and procedures to regain projected schedule
8. Revisions to Construction Schedule
9. Planned progress and schedule, during succeeding work period
SIGMA ALPHA EPSILON PROJECT MEETINGS 01 1 19-3
122 MCGW PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CO' ELL UNIVERSITY SECTION 01 31 19
Ithaca, New York
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
PROJECT MEETINGS
D. All decisions, instructions, and interpretations given by the Architect/Engineer or its
representative at these meetings shall be binding and conclusive on the Contractor.
1.4 PRE -INSTALLATION CONFERENCE(S)
A. The Contractor to hold pre -installation conferences where required by individual specification
sections or others at the discretion of the Owner. Minimum attendees would be Architect and/or
their specific sub -consultant, Owner, Contractor, Subcontractor, key Suppliers, testing &
inspection firm, Facilities Engineering subject matter expert, etc. Minimum agenda would
include review of key submittals, RFI's, safety, logistics, material procurement, quality control,
etc. Contractor to assemble and distribute the Agenda minimum 48 hours prior to meeting as well
as distribute meeting minutes a minimum of seven (7) calendar days after the meeting.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
****END OF SECTION 01 31 19***
SIGMA ALPHA EPSILON PROJECT MEETINGS
122 MCG " W PLACE
WINDOW REPLACEMENT
PHASE ONE
19-4
November 6, 2015
CORNELL tINIVERSITY
Ithaca, New York
SECTION 01 31 50
ELECTRONIC PROJECT MANAGEMENT
SECTION 01 3 50 ELECTRONIC PROJECT MANAGEMENT
1.0 GENE
1.1 SUMMARY
A. Owner Provided System: The Contractor will utilize the Owner's electronic Project
Management (e -PM) system eBuilder on this project.
The Owner shall manage the day to day use of the Owner provided ePM system and
organize the training, support and maintenance of the ePM Website System for the
entire project team for the period of its use on the Project.
B. There are no fees to utilize this system.
1.2 RELATED SECTIONS
A. General Conditions Article 9 — Coordination and Cooperation.
B. Section 01 33 00 — Submittal Procedures
1.3 DEFINITIONS
A. ePM: defined as an internet-based information and project communication system that
allows the entire project team to collaborate in a centralized and secured repository. All
project -specific correspondence, workflow processes, and documentation will be stored
and routed within the ePM system.
1.4 PROCED
A. Users will be provided a username and password. The Contractor shall log into the e -PM
system to enter the Project Documentation listed in section 2.0. All correspondence
should be communicated through the e -PM system.
B. Training
The Owner will hold training sessions to familiarize team members with the
system, and all Contractor staff are expected to attend one of these sessions or
otherwise receive proper training on the system's use. Al] cost for personnel time
and travel to attend the training as needed shall be included in the Contractor's
proposal
C. The Contractor shall provide on-site his or her own personal computer(s) and personal
computer equipment that will allow the Contractor and his/her staff to access and use the
ePM Website System in a timely and efficient manner. At a minimum the Contractor is
to provide the following equipment and software:
SIGMA ALPHA EPSILON ELECTRONIC PROJECT MANAGEMENT 50-1
122 MCGRAW PLACE (ePM) SYSTEM
WINDOW REPLACEMENT
PHASE ONE
November 6. 2015
CO • ELL UNIVERSITY SECTION 01 31 50
Ithaca, New York ELECTRONIC PROJECT MANAGEMENT
1. Web Browser: with high-speed connection, up/down loading capability
2. Color printer and plotter eapable of full-size document production
3. Scanner: capable of scanning a high volume of project documents clearly and
quickly
4. Digital Camera: (1) single lens reflex (SLR) type camera
5. Portable Document Format (PDF) Reader/writer software
D. Contractor shall log on to the ePM Website System on a daily basis, and as necessary to
be kept fully appraised of the project developments, correspondence, assigned tasks and
other matters that occur on the site. These may include but are not limited to RFI's,
action items, meeting minutes, discussion threads, schedule updates, submittals,
submittal log, punch list items, daily reports, site photos and/or videos and pre -
construction surveys.
1.5 PROCESS OVERVIEW
A. The Contractor is required to timely and accurately post, review, respond, and collaborate
with other team members using the following features and/or workflow processes within
the ePM system.
B. Project Team Directory — Contractor shall provide an updated directory of contact
information for all companies, subcontractors and project team members who are
engaged on this project.
C. Request for Information (RFI): All project RFI's will be submitted using the ePM
Website System. Attachments to RFI's (which may include sketches, photographs,
documentation, and the like, will be uploaded to the ePM Website System and attached
to the RFI electronically.
D. Meeting Minutes: Contractor shall enter meeting agendas, records and minutes in the
system for all applicable meetings as designated by the Owner.
E. General Communications, memorandums and Letters (Project Correspondence): Shall
be created in or posted to the ePM Website System in PDF format electronically linked
to action items. These action items shall include names of party (ies) required to respond,
time frame within which action is to be taken and any solutions the Contractor
recommends.
F. Drawings and Specifications: The Contract Documents will be posted to the ePM
Website System as directed by the Owner. The Owner shall retain the right to assign
download rights to active CAD or model files. CAD or model files, in any forinat, posted
to the ePM Website System are for viewing and printing only and cannot be edited.
Submittals: All submittals shall be fully electronic. Reference Section 01 33 00.
Submittal Schedule and Log: Contractor shall post and/or update on a daily basis.
SIGMA ALPHA EPSILON
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
ELECTRONIC PROJECT MANAGEMENT 01 31 50-2
(ePM) SYSTEM
November 6, 2015
C ORNELL
Ithaca, New
1.
UNIVERSITY SECTION 01 31 50
York ELECTRONIC PROJECT MANAGEMENT
Field Reporting: The Contractor shall post and/or update on a daily basis all reports
required by other specification sections. These reports include, but are not limited to,
daily construction reports, material location reports, unusual event reports, safety and
accident reports.
J. Project Photographs: Contractor shall upload project photographs to the ePM system,
field by date and type including but not limited to:
1. General Progress Photographs
2. RFI Issues
3. Non -Conforming Work
4. Special Events
5. As required by individual Specification Sections
K. Project Schedule: The contractor shall post, distribute, review, and/or respond to the
project schedule, monthly updates, and any other schedule submittals onto the ePM in
both native and PDF formats.
L. Permits & Approvals: Contractor shall upload and maintain current copies of all permits
and agency approvals that relate to the project.
M. Issue Tracking: Contractor to log and respond to issues that are related and affect other
stakeholders within the project team.
NQuality Assurance: The Owner and/or Architect will issue reports on conforming items
in the ePM system. The Contractor is required to review and respond with corrective
actions in the system.
0, Change Management — Cost Events and Change Orders will be managed by the e -PM
system and the Contractor shall be responsible for reporting potential changes and
logging Requests for Change Orders in the system. The Contractor shall also upload and
manage all documentation supporting Requested Change Orders.
P. Pay Applications Requests (Invoices) — The Contractor shall create and submit invoices
for review by the Owner. Once the invoices are agreed to by the Owner then the invoices
should be submitted electronically per the instructions for the ePM system.
Q. Budget and Cost Management — Contractor to provide estimates and work breakdown
structure (WBS) to provide Owner with accurate budget/cost analysis.
SIGMA ALPHA EPSILON ELECTRONIC PROJECT MANAGEMENT 0131 50-3
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November 6, 2015
COP NIVERSIT °;''
aca, New York
1.6 ADDITIONAL INFORMATION
50
ELECTRONIC PRO CT MANAGEMENT
The Owner may change the standards for distribution and process prescribed above as
required to suit the project.
The Owner shall retain ownership of all data entered into either system and shall
administrate and distribute all information contained therein.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
****END OF SECTION 01 31 50***
SIGMA ALP EPSILON ELECTRONIC PROJECT
122 MCGRAW PLACE (ePM) SYSTEM
WINDOW REPLACEMENT
PHASE ONE
AGE
ENT
01
50-4
November 6, 2015
CORNELL UNIVERSITY SECTION 01 32 16
Ithaca, New York CONSTRUCTION SCHEDULE
SECTION 01 32 16 CONSTRUCTION SCHEDULE
1.0 GENE
1.1 S MARY
A. The Contractor shall, within (ten) 10 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 FO • 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 by phase. Specifically list:
SIGMA ALPHA EPSILON
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE
CONSTRUCTION SCHEDULE 0132 16-1
November 6, 2015
CORNELL UNIVERSITY SECrION 01 32 16
Ithaca, New York CONSTRUCTION SCHEDULE
a. Building Permit Application b. Asbestos Abatement c. Field Dimensioning
for Windows d. Window Supplier Shop Drawings e. Architect's Review of
Shop Drawings f. Approval of Shop Drawings/Windows Ordered
Construction Mobilization h. Window Delivery
b. Window installation
c. Preparation and Finishing of Interior Trim
d. Millwork — Replication of Original Brickmold Profile
e. Shop Backpriming, Priming and Application of 1" Finish Paint Coat Exterior
Brickmold
f Reinstallation of Exterior Brickmold; Caulking
g. Final Finish Paint coat on Brickmold
h. Substantial Completion
i. Punchlist Inspection
j. Completion of Punchlist Items
k. Punchlist Re -inspection
1. Demobilization/Final Cleanup
3. Show projected percentages of completion for each item, as ofthe 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.
SIGMA ALPHA EPSILON
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CONSTRUCTION SCHED E 0 32 16-2
November 6, 2015
CORNELL UNIVERSITY
SECTION 01 32 16
Ithaca, New York 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 five (5) calendar days after award
of Contract.
1. Owner will review schedules and return review copy within five (5) days after
receipt.
2. If required, resubmit within two (2) days after return of review copy,
B. Submit progress revision schedules to accompany each application for payment.
C. Submit Submittals Schedule before commencement of work.
D, Submit one reproducible transparency and one opaque reproduction.
SIGMA ALPHA EPSILON
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CONSTRUCTION SCHEDULE 01 3216-3
November 6, 2015
CORNELL UNIVERSITY SECTION„01 32 16
Ithaca, New York CONSTRUCTION SCHEDULE
2.0 PRODUCTS — NOT USED
3.0 EXECUTION
3.1 DISTRIBUTION
A. Distribute copies of the reviewed schedules to:
1. Owner Job Site personnel
2. Subcontractors
3. Other concerned parties
B. Instruct recipients to report to the Contractor, in writing, any problems anticipated by the
projections of the schedule.
***END OF SECTION 01 32 16***
SIGMA ALPHA EPSILON CONSTRUCTION SCHEDULE
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0
32 16-4
November 6, 2015
CORNELL UNIVERSITY SECTION 01 32 33
Ithaca, New York PHOTOG PHIC DOCUMENTATION
SECTION 01 32 33 PHOTOG
1.0 GENE
1.1 DESCRIPTION
PHIC DOCUMENTATION
A. The Contractor shall provide existing condition photographs taken before commencement of
Work, progress photographs taken daily during progress of the Work, and final photographs
upon completion and full occupancy of the building.
1.2 SUBMITT
S
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 fon-nat. Submit one CD to Architect and one CD to Owner.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION
3.1 EXISTING CONDITION PHOTOG' PHS
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 daily 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.
SIGMA ALPHA EPSILON PHOTOG
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PHIC DOCUMENTATION
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32 33-1
November 6, 2015
CO ELL UNIVERSITY
Ithaca, New York
3.3 FINAL COMPLETION PHOTOG PHS
SEC IN 01 32 33
PHOTOG PHIC DOCUMENTATIO
A. Photographs shall be taken in a manner which completely documents the con
for submission as project record documents.
***END OF SECTION 01 32 33***
P
eted work,
SIGMA ALPHA EPSILON PHOTOG'. _ "HIC DOCUMENTAT 01 32 3®2
122 MCG W PLACE
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N
ber 6, 2015
COR ELL UNIVERSITY
SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
SECTION 013300 SUBMITTAL PROCEDURES
1.0 GENE
1.1 DESCRIPTION
A. Section includes administrativeand procedural requirements for submittals, including the
following:
1. Shop Drawings
2. Product Data
3. Samples
4. Quality Assurance and Quality Control Sub °
5. Coordination Drawings
6. Certification of Asbestos free products
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 exceptionof physical samples and color charts, or as otherwise approved by the
Owner, all submittals shall be electronic images in PDF format created electronically (saved
with commenting allowed) which shall be submitted for review and approval via the
electronic project management web site. PDFs shall be created directly from the native file
format electronically. Scanning of paper to PDF shall be used minimally. Any non-
electronic submittals shall be approved on a case by case basis and logged into the electronic
management system as directed by a Cornell representative.
1.2 SUBMITTAL REGISTRY
D SCHEDULE
A. The submittal registry and schedule shall list all submittals required by the specifications,
listed in order by the specification section in which they are required. Coordinate the
Submittal Schedule with the Contractor's Critical Path Method Construction Schedule and
other related documents. The Submittal Schedule shall include the following information:
1. Title
2. Related specification section and paragraph nun bers
3. Subsection
SIGMA ALPHA EPSILON SUBMITTAL PROCEDURE 0133 00-1
122 MCG 'WPLACE
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PHASE ONE November 6, 2015
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
4. Category of Submittal (Certification, Mock -Up, Operations/Maintenance Manual,
Product Data, Sample, Shop Drawing, Test Report, As Built, etc.)
5. Submittal Description including description of the part of the Work covered by the
submittal
6. Name of Subcontractor, if applicable
7. Corresponding activity or event number on the Contractor's Construction Schedule
8. Date due from Subcontractor
9. Date due to be submitted for review
10. Date due for submittal review to be completed
11. Date for transmittal to Subcontractor
12. Date for material or product delivery to project
13. Priority. Low, normal or high
14, Schedule dates for resubmittal of disapproved submittals
B. Schedule a resubmittal for each major submittal. Except where specified otherwise in the
contract documents, provide review times for submittals in accordance with Submittal
Procedures and Architect's Duties below,
C. Distribution: Initially submit the Submittal Schedule to the Owner for review via the
electronic Project Management system. A submittal schedule compliant with the
requirements of this section showing all submittals for the preliininary schedule submission
duration shall be submitted with the Contractor's preliminary schedule submittal described
in Section 01 32 16. The schedule shall also enumerate all submittals to be processed after
the initial preliminary schedule submission duration period, although the date for these
submittals does not have to be indicated. A final baseline submittal schedule showing all
submittals for the entire project shall be included in the baseline schedule submittal described
in section 01 32 16.
D. Updating: The Submittal Schedule shall be kept up-to-date by the Contractor until all
submittals are approved. Failure to provide the requested information, or delay in submitting
required submittals may result in the payment request being returned to the Contractor until
the required schedule or submittals are received.
1.3 SHOP D
WINGS
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.
SIGMA ALPHA EPSILON
122 MCG " W PLACE
WINDOW REPLACEMENT
PHASE ONE
SUBMITTAL PROCEDURE 01 33 00-2
November 6, 2015
CO' ELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
2. Do not reproduce Contract Documents or copy standard information as basis of Shop
Drawings.
3. Standard information prepared without specific reference to Project is not Shop
Drawing,
B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules,
patterns, templates and similar Drawings. Include the following inforination:
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 measurernents.
6. Submittal:
a. For electronic transmittal, submittals shall be distributed electronically via the
electronic project management system and will be reviewed and returned
electronically marked with action taken.
b. Maintain returned document as a "Record Document".
1.4 PRODUCT DATA
A. Product Data includes brochures, diagrams, standard schedules, performance charts, and
instructions that illustrate physical size, appearance and other characteristics of materials and
equipment. All submittals shall identify all products as being asbestos free, see Section 01
35 29.
B. Collect Product Data into a single submittal for each element of construction or system.
1. Clearly mark each copy to show applicable choices and options. Failure to do so with
result in rejection of the submission.
2. Show performance characteristics and capacities.
3. Show dimensions and clearances required.
4. Where Product Data includes information on products that are not required, eliminate
or mark through information that does not apply.
5. Supplement standard information to provide information specifically applicable to the
Work.
6. Preliminary Submittal: Submit single copy of Product Data where selection of options
by Architect is required.
SIGMA ALPHA EPSILON SUBM TTAL PROCEDURE 01 33 00-3
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELLUNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
7. Submittals:
a. For electronic transmittal, submittals shall be distributed electronically via the
electronic project management system and will be reviewed and returned
electronically marked with action taken.
b. Maintain one (1) copy as a "Record Document".
1.5 SAMPLES
A. Samples include partial sections of manufactured or fabricated components, cuts or containers
of materials, color range sets, and swatches showing color, texture, and pattern.
B. Office samples shall be of sufficient size and quantity to clearly illustrate:
1. Functional characteristics of the product, with integrally related parts and attachment
devices.
2. Full range of color, texture and pattern.
C. 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 item electronically via the electronic project management.
1.6 QUALITY ASS
CE 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.
SIGMA ALPHA EPSILON
122 MCG " W PLACE
WINDOW REPLACEMENT
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SUBMITTAL PROCEDURE 013300-4
lNovembcr 6, 2015
CORAELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
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 -eports 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 Docu ent".
1.7 CONT' CTOR 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, will result in the contractor being burdened with all costs
to remediate the situation.
D. Contractor shall be responsible for:
1 Compliance with the Contract Documents
2. Confirming and correlating quantities and dimensions
3 Selecting fabrication processes and techniques of construction.
SIGMA ALPHA EPSILON SUBMITTAL PROCEDURE
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November 6, 2015
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCED ' ES
4. Coordination of the work represented by each submittal with other trades.
5. Performing the work in a safe and satisfactory manner.
6. Compliance with the approved Construction Schedule.
7. All other provisions of the agreements.
E. It is understood that the Architect's notation on the submittals is not to be construed as an
authorization for additional work or additional cost.
F. If any notations represent a change to the Contract Sum, submit a cost proposal for the change
in accordance with procedures specified before proceeding with the work.
G. It is understood that the Architect's notation on the submittal is not to be construed as approval
of colors, Make all color -related submittals at one time.
H. Notify the Architect by letter of any notations made by the Architect which the Contractor
finds unacceptable. Resolve such issues prior to proceeding with the Work.
I. Begin no fabrication of work until all specified submittal procedures have been fulfilled.
J. Do not submit shop drawings, product data or samples representing work for which such
submittals are not specified. The Architect shall not be responsible for consequences of
inadvertent review of unspecified submittals.
K. The review of shop drawings shall not relieve the Contractor of the responsibility for proper
construction and the furnishing of materials and labor required even though the same may not
be indicated on the review shop drawings.
L. Certify that only asbestos free material is used in the execution of all work. Reference Section
01 35 39
1.8 SUBMITTAL PROCEDURES
A. Coordination
1. Coordinate submittals with performance of construction activities in accordance with the
Submittal Schedule approved by the Architect and Owner.
2. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals
and related activities that require sequential activity.
3. Prepare and transmit each submittal in accordance with the Submittals Schedule, agreed to
by all entities involved.
4. Prepare, review, approve and transrnit each submittal sufficiently in advance of
performance of related construction activities to avoid delay.
5, Architect's Review: Allow five (5) working days for Architect's initial processing of each
submittal requiring the Architect's review and response, except for longer periods required
SIGMA ALPHA EPSILON
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SUBMITTAL PROCED
01 33 00-6
November 6, 2015
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York S MITTAL PROCEDURES
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 deliveiy in addition to review.
7, Allow time for reprocessing each submittal.
8. No extension of Contract Time will be authorized because of ailure to prepare submittals
sufficiently in advance of Work to permit processing.
9. Submittals made which do not conform to the schedule are subject to delays in processing
by the Architect.
10. Refer to Section 01 32 16 Construction Schedules for requirements of the Submittals
Schedule.
11. Failure of the Contractor to obtain approval of Shop Drawings shall render all work
thereafter performed to be at Contractor's sole risk, cost and expense.
B. Submittal Preparation
1. Place permanent label or title block on each submittal for identification.
2. Indicate name of entity that prepared each submittal on label or title block.
3. Provide space on label or beside title block on Shop Drawings to record Contractor's stamp,
initialed or signed, certifying to review of submittal, action taken, verification of products,
field measurements and field construction criteria, and coordination of the information
within the submittal with requirements of the Work and of Contract Documents.
4. Complete all fields on submittal item details in ePM system including meaningful
description.
5. Include the following information on submittal documentation:
a. Drawing, detail or specification references, including section number, as
appropriate to clearly identify intended use of product.
b. Field dimensions, clearly identified as such.
c. Relation to adjacent or critical features of the work or materials.
d. Applicable standards, such as ASTM or Federal Specification numbers.
SIGMA ALPHA EPSILON SUBMITTAL PROCED
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CORNELL UNIVERSITY SECTION 01 33 op
Ithaca, New York SUBMITTAL PROCEDURES
e. Provide a blank space for the Architect's stamps-,
6. On transmittal, record relevant information including deviations from Contract Document
requirements, including minor variations and limitations.
7. Identification of revisions on re -submittals, other than those noted by the Architect on
previous submittals.
C. Submittal Transmittal
1. Package each submittal appropriately for transmittal and handling.
2. Transmit each submittal using a transmittal form.
1.9 RECORD SUBMITTALS
A. Provide a record copy of the submittal to the Commissioning Agent in electronic format.
Record copy shall be a clean copy (free of notes from the design professional) which has been
updated to reflect the "as -installed" system. Provide document in PDF format.
B. Record copy of the submittal must be forwarded to the Commissioning Agent within fourteen
(14) calendar days of the final approved submittal.
C. Provide a record copy of the submittal (hard and electronic format) for the O&M Manual.
1.10 RESUBMISSION REQ EMENTS
A. Make any corrections or changes noted on previous submittals.
B. Shop Drawings and Product Data:
1. Revise initial drawings or data, and resubmit as specified for the initial submittal.
2. Indicate any changes which have been made other than those noted by the Architect.
C. Samples: Submit new samples as required for initial submittal.
1.11 ARCHITECT'S DUTIES
A. Review submittals with reasonable promptness as identified in 1.8, paragraph 5 of this
Section.
B. Notations on the Submittal Review Stamp or eBuilder file mean the following:
1. "Approved (APP)" indicates that no deviations from the design concept have been
found and Work may proceed.
2. "Approved as Noted (AAN)" indicates that deviations from the design concept which
have been found are noted, and the Contractor may proceed accordingly.
SIGMA ALPHA EPSILON
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SUBMITTALPROCEDURE 013300-8
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CORNEL1., UNIVERSITY
SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCED • S
3. "Revise and Resubmit (RAR)" indicates that Work covered by submittal, including
purchasing, fabrication, delivery, or other activity may not proceed. Revise or prepare
new submittal according to Architect's notations; resubmit without delay. Repeat if
necessary to obtain different action mark.
4. "Rejected (REJ)" indicates that Work covered by submittal, including purchasing,
fabrication, delivery, or other activity may not proceed. Revise or prepare new
submittal according to Architect's notations; resubmit without delay. Repeat if
necessary to obtain different action mark.
5. "On Hold (ONH)" is used in a very limited capacity and means that the Contractor
should not take action until the reason for hold has been cleared and may be required to
revise and resubmit.
6. "Not Reviewed (NRV)" is used for submittals that were submitted in error,
duplicate, or other reason that does not require review by the Architect but need
to be closed by the Contractor upon return to them
7. "For Record Only (FRO)": Submittals for information or record purposes, including
Quality Assurance and Quality Control Submittals, and Material Safety Data Sheets
(MSDS), will not require responsive action by the Architect.
a. Architect will forward informational submittals without action.
b. Architect will reject and return informational submittals not in compliance with
Contract Documents.
C. Incomplete Submittals: Architect will return incomplete submittals without action.
D. Unsolicited Submittals: Architect will return unsolicited submittals to sender without action.
E. Return submittals to Contractor for distribution, or for resubmission.
1.12 DISTRIBUTION
A. Distribute reviewed Shop Drawings and copies of Product Data when possible via the
electronic project management system to:
1 Job site file
2. Record Documents file
3. Subcontractors
4. Installers
5. Suppliers
6. Manufacturers
SIGMA ALPHA EPSILON
122 MCG ' PLACE
WINDOW 1 PLACEMENT
PHASE ONE
SUBMITTAL PROCEDURE 01 33 00, 9
November 6, 2015
CORNELL UNI ^'ERSITV
Ithaca, New York
7. Fabricators
8. Architect
9. Owner
ECTION 01 33 00
S ITTAL PROCEDURES
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 0i 00***
SIGMA ALPHA EPSILON
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
SU TTA L PROCEDURE 01 3 00-0
November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York GENE
SECTION 01 35 29 GENERAL HEALTH & SAFETY
LO GENE
L1 DESCRIPTION
• ,
SECTION 01 35 29
HEALTH & SAFETY
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.
L2 CONT • CTOR'S SAFETY PLAN
A. The Contractor will submit a site Safety Plan for review by Cornell University before
commencement of work on the site. The safety plan should address site specific safety
concerns related directly to the Work being done. The following safety plan review checklist
is provided to assist contractors in tailoring their safety plan to the Work. Safety plans that
inadequately address safe operations and equipment will be returned for resubmission.
Failure to submit an appropriate site safety plan may result in denial of the payment.
B. In addition, Contractor shall provide the names and contact information for all site safety
personnel, including the Site Health and Safety Officer.
1.3 ASBESTOS
A. All products provided for use in construction at Cornell University are to be free of asbestos.
At Substantial Completion, prior to beneficial service, the Contractor shall provide a signed
certification form "Exhibit AC" stating that all Contractor supplied & installed products are
100% asbestos free. The Contractor has to attach applicable Safety Data Sheets/ Material
Safety Data Sheets for each product documenting a 100% asbestos free status. The University
may provide random testing of products for asbestos content. Any Contractor installed
product found to contain asbestos shall be classified as defective work. Defective work shall
be corrected by the Contractor as specified in the General Conditions.
B. Attached for the Contractor's information are lead based paint and asbestos reports which
represent samples taken within the building.
C. Removal and disposal of material containing asbestos shall be performed by the Contractor
in accordance with the Contract Documents.
SIGMA ALPHA EPSILON GENE
122 MCG • *WPLACE
WINDOW REPLACEMENT
PHASE ONE
HEALTH & SAFETY 0 5 29-1
November 6, 2015
CORNELL UNIVERSITY SECTION 01 35 29
Ithaca, New York GENERAL HEAL1 H & SAFETY
1.4 LE
A. Building may contain lead based paint. The Contractor shall protectworkers 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.
Sigma Alpha Epsilon, 122 McGraw Place was constructed in 1914 (original structure) and
1964 (addition), 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
SIGMA ALPHA EPSILON GENE
122 MCG VV PLACE
WINDOW REPLACEMENT
PHASE ONE
L HEALTH & SAFETY 0 35 29-2
November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
4
GENE
SECTION 01 35 29
L HEALTH & SAFETY
Job No:
Jobsite Location:
General Contractor:
Subcontractor:
Scope of Work: Prime Contractor:
Completed by:
Standard
Shops:
Applies
to this
Contractor?
Designated
Competent
Person
iN (cuipl9ye name
Nik...'..',4***Aval4114"4446.40,140..'WpAVORMAKSW.04440,4,Kvagraltkethiwkaorimili.44.4ii.444,0ita6,4**MAWASeata
..tbekAc
*rgIw ii
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
SIGMA ALPHA EPSILON GENE
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE
HEALTH & SAFETY
November 6, 2015
CO " ELL UNIVERSITY
Ithaca, New York
Standard
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
SIGMA ALPHA EPSILON GENE
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
SECTION 01 35 29
GENERAL HEALTH & SAFETY
Applies
to this
Person
YIN
Designated
Competent Contrac,
employee nanie)
HEALTH & SAFETY 01 3529-4
November 6, 201E
"HOMERS, ARCHITECTS, & LAND SURVEYORS
tttOttetUtt
Atilibia$010
July 10, 2015
490ti,
,,i0Stjt?#04t,k
‘4444VIV
'04c30
4.4
AO&
Mr. Dale Houseknecht
Asbestos Project Coordinator
Cornell University
Maintenance Management
116 Humphreys Service Building
Ithaca, New York 14853-3701
8601-looper Road
Endwell, NY 13760
Tel: 607.231,6600
Fax: 607.231.6650
Website: www.deltaengineers.corn
ss1A4,
VD Nte,:titt'ktt, At* et,
Re: 122 McGraw Place SAE House (4743) Window Replacement Project
Asbestos Bulk Sampling - Bulk Sample Report
Cornell Work Order No. 8152178
Delta Project No.: 2015.030.147
Dear Mr. Houseknecht:
AW4,titttteettiV,g1").
SISLOSOINDLON.
"tttetttett Atet.'et
Enclosed, please find the Asbestos Bulk Sample Report Form, the associated Laboratory Analytical
Result Sheets, and the Sample Location Drawing for the bulk sampling performed by Delta Certified
Inspector Thomas Ferro. The sampling was performed on July 3rd, 2015 and addressed accessible suspect
window system caulks and glazing compounds at the 122 McGraw Place SAE House with the potential to
be impacted by the upcoming Window Replacement Project. Based on a review of the project Drawings
date June 19th, 2015 and a review of the accessible window units, a total of eighteen (18) bulk samples
were collected representing nine (9) suspect homogenous materials. All eighteen (18) samples collected
were non -friable NOB' s representing nine (9) homogenous caulk and glazing compound materials.
The "original bottom layer" exterior window frame caulk HA 06 which is assumed to be present at
all "Type A" and "Type G" Window Units (present under "newer" non -asbestos HA 05 Caulk at
various locations) was reported as being asbestos containing. All other samples were reported as being
either "Non -Asbestos" or as "No Asbestos Detected".
Please reference the Attachment C Bulk Sample Location/Project Drawing for Window Type A and
Window Type G Locations at the Building. It should be noted that all interior wall and ceiling system
materials with the potential to be impacted by the Window Replacement Project were previously sampled
by Delta and all were reported as being Non -Asbestos (reference Attachment D Building Summary
Letter).
Bulk sample analysis was performed by AmeriSci New York, Inc., an independent laboratory approved/
accredited by the NYS Department of Health (ELAP), the American Industrial Hygiene Association
(AIHA), and the National Voluntary Laboratory Accreditation Program (NVLAP). Analysis of all Non -
Friable Organically Bond (NOB) materials was initially performed by Polarized Light Microsc6py (PLM)
following the NYS DOH ELAP 198.6 Methodologies. If the PLM results were reported as "non -
asbestos", the sample was then analyzed by Transmission Electron Microscopy (TEM) following the
NYS DOH ELAP 198.4 Methodology. "Positive Stop" sample analysis protocol was utilized for a given
homogenous material set with multiple samples and based on this; 17 of the 18 samples collected were
analyzed.
we are c samless extension of our clien nizn Lions"
DELTA ENGINEERS, ARCHITECTS, & L D SUR MORS, P.C. ao of 31
Please reference the Asbestos Bulk Sample Report Form for sample pai iculars and details. If you
any questions, or require any other information, please feel free to contact me at your convenience.
Respectfully,
DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C.
Stephen Prislupsky
Director of Environmental Services
Att: Project Paperwork
are ( s
Iext en ioof our clients'
tions"
DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C.
It*
ik:44:44
4,4144i
•
tatkitUa&
Attachment A
Page 3 of 11
Asbestos Bulk Sample Report Form
"Wc ore seamless extensio
011
z. ions''
ADELTA
ENGINEERS, ARCHITECTS, 6 LANE SURVEYORS
Client: Cornell University
Project: 122 McGraw Place SAE
House Window Replacement Project
Asbestos Bulk Sampling
Building Code: 4743
[S1 tto
044411,' NU -AV,*
2015,030.156 • 01A 01 2
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
www.deltaengineers.com
Work Order No.: 8152178
Date Sampling Performed: 07/03/2015
Delta Proj. No.: 2015.030,147
Asbestos Inspector: Thornas Ferro
Date of Report: 07/10/2015
Number of Samples Collected: 18
Laboratory: ArrenSo Labs
Asbestos Bulk Sample Report Form
ml,SO4,-oft%
,,k4wW,t,,Akt
Number of Samples Analyzed: PLM 18 ITEM - 17
2015.030.156 - 01B 01
2015.030.156 - 02A 02
2015,030,156 - 028
2015.030.156 - 03A
02 1
03
2015.030.156 - 03B 03 B
2015.030.156 - 04A 04 B
2015.030.156 - 048 04
2015.030156- 05A 05
ntenor in ow azing o poun
Room 200SB
Interior Window Glazing Compound -
Room BOOSB
Interior Window Glazing Compound -
Room 100SC
Interior Window Glazing Compound -
Room 106
Interior Window Frame Caulk - Room
B07
Interior Window Frame Caulk - Room
B03
Interior Window Frame Caulk - Room
B12
Interior Window Frame Caulk - Room
B12
Exterior Top Layer Window Frame Caulk
Room B12
Exterior Top Layer Window rame Caulk
Room B1
xterior ottom ayer in ow rame
Caulk - Room B12
tenor Bottom LayerWindow Frame
Caulk - Room B11
Exterior Window Glazing Compound -
Room 812
Misc.
ND
ND ND
2015.030.156 - 058 05
2015.030.156 - 06A 06
2015030.156- 068 06
2015.030.156 07A 07
B
B
Misc,
Non -Asbestos ND
Misc.
Misc.
Misc,
Misc,
Misc,
Misc.
Misc.
Misc.
Cornell University 122 McGraw Place
Window Replacement Project
Asbestos Bulk Sampling
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Misc.
Misc.
Misc,
ND
Anthophylllite
Non -Asbestos
ND ND
ND ND
ND
ND
ND
ND
ND
ND
ND
ND
Trace
3.7%
Trace NA/PS
ND
Page 1 of 2
ADELTA
ENGINEERS, &REPOSSESS, & LANE SURVEYORS
Client: Cornell University
Project: 122 McGraw Place SAE
.House Window Replacement Project
Asbestos Bulk Sampling
Building Code: 4743
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
www.deltaengineers.com
Work Order No.: 8152178
Date Sampling Performed: 07/03/2015
Date of Report: 07/10/2015
Laboratory: AmenSci Labs
Asbestos Bulk Sample Report Form
Delta Proj. No.: 2015 030.147'
Asbestos Inspector: Thomas Ferro
Number of Samples Collected: 18
Number of Samples Analyzed: PLM /TEM - 17,
2015.030.156 -
2015.030.156 -
2015.030.156 -
2015.030.156 -
07B
08A
08B
09A
07
08
08
09
B
1
xterior Window Glazing Compound -
Room Bil
Exterior Window Glazing ompound -
Room 100CB
Exterior Window Glazing Compound -
Room 100TA
Exterior Window Frame Caulk - Room
100CB
2015.030.156 -
09B
09
1
Exterior Window Frame Caulk - Room
100TA
Misc,
ND
< 1.0%
ND ND
Misc,
ND
ND ND
Misc.
Misc.
ND
ND
HA - Homogenous Area ND - No Asbestos Detected NA - Not Analyzed by Methodology
ND
ND
NA/PS - Not Analyzed, Positive Stop
TSI - Thermal System Insulation Misc - Miscellaneous Material Trace( < 1% - Non -asbestos by definition
Cornell University 122 McGraw Place
Window Replacement Project
Asbestos Bulk Sampling
ND
ND
Page 2 of 2
DELTA ENGINEERS, ARCHITECTS, cSz LAND SUR YORS, P.C. Page 4 of 11
Attachment B
Laboratory Analytical Result Sheets
seamless extension of oitr clients' organizations
AMERI SC/
Delta Engineers
Attn: Stephen Prislupsky
860 Hooper Road
End ell, NY 13760
AmeriSci New York
117 EAST 30TH ST.
NEW YORK, NY 10016
TEL: (212) 679-8600 • FAX: (212) 679-3114
P Bulk Asbestos Report
Date Received 07/07/15 AmeriSci Job # 215071743
Date Examined 07/07/15 P.O. #
ELAP # 11480 Page 1 of 4
RE: 2015.030.147; Cornell University; 122 McGraw Place, SAE
House, Window Replacements, Bulk Samples
Client No. / HGA
2015:030.147-01A 215071743-01 No NAD
01 Location: Floor 2 - 2nd Floor —Interior Window Glazing - 200SB (by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
Analyst Description: Brown, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 4.9 %
2015.030.147-01B 215071743-02
No
1 Location: Basement Floor Basement - Interior indow Glazing - BOOSB
Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos T s:
Other Material: Fibrous Talc 3 %, Non-fibrous 15.1 %
NAD
(by NYS ELAP 198,6)
by Valeriu Voicu
on 07/07/15
2015.030.147-02A 215071743-03
No
02 Location: Floor 1 - 1st Floor -Interior Window Glazing - 100SC
Anal t Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos T =s:
Other Material: Non-fibrous 17 %
2015.030.147-02B 215071743-04
NAD
(by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
No NAD
02 Location: Floor 1 - 1st Floor Interior Window Glazing - Room 106 (by NYS ELAP 196.6)
by Valeriu Voicu
on 07/07/15
Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos T • s:
Other Material: Non-fibrous 17.3 %
2015.030.147-03A 215071743-05
No
NAD
03 Location: Basement Floor - Basement - Interior indow Frame Caulk - Room B07 (by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 35.7 %
See Reporting notes on last page
Amer'Sci Job #: 215071743
Client Name: Delta Engineers
PLM Bulk Asbestos Report
2015.030.147; Cornell University; 122 McGraw Place, SAE
House, Window Replacements, Bulk Samples
Client No. / HGA
Lab No. Asbestos Present
2015.030.147-03B 215071743-06
No
03 Location: Basement Floor - Basement - Interior Window Frame Caulk - Room B03
Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 40.1 %
Page 2 of 4
ToAsbestos
NAD
(by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
2015.030.147-04A 215071743-07 No
04 Location: Basement Floor - Basement - Interior Window Frame Caulk - Room B12
Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 8.9 %
2015.030.147-04B
04 Location: Basemen
NAD
(by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
215071743-08 No NAD
Floor - Basement - Interior Window Frame Caulk - Room 812 (by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material
Asbestos T • :5:
Other Material: Non-fibrous 8.9 %
2015.030.147-05A 215071743-09 No
05 Location: Basement Floor - Basement- Exterior Window Frame Caulk - Top Layer -
Room 812
Analyst Description: Dark Brown, Homogeneous, Non -Fibrous, Bulk Material
Asbestos T • -s:
Other Material: Non-fibrous 4.1 %
201 .0 0.147-055 215071743-10 No
05 Location: Basement Floor - Basement - Exterior Window Frame Caulk - Top
Room B11
Analyst Description: Dark Brown, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 3.6 %
2015.030.147-06A
ayer -
NAD
(by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
NAD
(by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
215071743-11 Yes Trace (<0.25 % pc)
06 1. - ion: Basement Floor - Basement - Exterior Window Frame Caulk - Bottom Layer - (EPA 400 PC)
Room B12 by Valeriu Voicu
on 07/07/15
Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos T • :5: Anthophyllite <0.25 % pc
er Material: Fibrous Talc 4 %, Non-fibrous 14.3 %
•
See Reporting notes on last page
AmeriSci Job #: 215071743
Client Name: Delta Engineers
PLM Bulk Asbestos Report
2015.030.147; Cornell University; 122 McGraw Place, SAE
House, Window Replacements, Bulk Samples
Client No. / HGA
Lab No.
Page 3 of 4
Asbestos Present Total % As stos
2015.030.147-06B 215071743-12 Yes Trace (<0.25 % pc) 1
06 Location: Basement Floor - Basement - Exterior Window Frame Caulk - Bottom Layer - (EPA 400 PC)
Room B11 by Valeriu Voicu
on 07/07/15
Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types: Anthophyllite <0.25 % pc
Other Material: Fibrous Talc 5 %, Non-fibrous 17.1 %
2015.030.147-07A 215071743-13 No
NAD
07 Location: Basement Floor - Basement - Exterior Window Glazing - Room B12 (by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
Analyst Description: White, Homogeneous, Non-Flbrous, Bulk Material
Asbestos Types:
Other Material: Fibrous Talc Trace, Non-fibrous 5.7 %
2015.030.147-07B 215071743-14 No NAD
Location: Basement Floor - Basement - Exterior Window Glazing - Room B11 (by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
Analyst Description: White, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Fibrous Talc 1 %, Non-fibrous 4.9 %
2015.030.147-08A 215071743-15 No NAD
08 Location: Floor 1 - 1st Floor - Exterior Window Glazing - 100CB (by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Fibrous Talc Trace, Non-fibrous 14.8 %
2015.030.147-08B 215071743-16 No
08 Location: Floor 1 - 1st Floor - Exterior Window Glazing - Room 100TA
Analyst Description: Grey, Homogeneous, Non -Fibrous, Bulk Material
Asbestos T .s:
Other Material: Fibrous Talc 1 %, Non-fibrous 12.6 %
NAD
(by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
2015,030.147-09A 215071743-17 No
09 Location: Floor 1 - 1st Floor - Exterior Window Frame Caulk - 100CB
Analyst Description: Grey/White, Homogeneous, Non -Fibrous, Bulk Material
os T • -s:
Other Material: Non-fibrous 25.3 %
NAD
(by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
See Reporting notes on last page
AmeriSci Job #: 215071743
Client Name: Delta Engineers
PLM Bulk Asbestos Report
2015.030.147; Cornell University; 122 McGraw Place, SAE
House, Window Replacements, Bulk Samples
2015.030.147-0913
09
Asbestos Presen
Page 4 of 4
215071743-18 No NAD
(by NYS ELAP 198.6)
by Valeriu Voicu
on 07/07/15
tion: Floor 1 - 1st Floor - Exterior Window Frame Caulk - Room 100TA
Analyst Description: Grey/White, Homogeneous, Non -Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 4.2 %
Reporting Notes:
(1) Sample prepared for ana ' 'b ° ELAP 198.6 method
r
Analyzed by: Valeriu Voicu
•IAD/NSD =no asbestos detected; NA =not analyzed; NA/PS=not analyzed/positive stop; PLM Bulk Asbestos Analysis by EPA 600/M4-82-020 per 40
CFR 763 (NVLAP 200546-0), ELAP PLM Method 198.1 for NY friable samples, which includes the Identification and quantitation of vermiculite or 198.6
for NOB samples or EPA 400 pt ct by EPA 600/M4-82-020 (NY ELAP Lab 11480); Note:PLM Is not consistently reliable in detecting asbestos in floor
coverings and similar non -friable organically bound materials. NAD or Trace results by PLM are inconclusive, TEM is currently the only method that car
be used to determine if thls material can be considered or treated as non asbestos -containing in NY State (also see EPA Advisory for floor tile, FR
59,146,38970,8/1/94) National Institute of Standards and Technology Accreditation requirements mandate that thls report must not be reproduced
except M full without the approval of the Iab.This PLM report relates ONLY to the items tested. AIHA Lab 102843, RI Cert AAL -094, CT Cert PH -0186,
Mass Cert 11000054.
Reviewed By: END OF REPORT
AmeriSci Job #: 215071743 Page 1 of 2
Client Name: Delta Engineers
Table I
Summary of Bulk Asbestos Analysis Results
2015.030,147; Cornell University; 122 McGraw Place, SAE House, Window Replacements, Bulk Samples
Sample Heat Acid Insoluble
Amer!Scl HG Weight Sensitive Soluble Non -Asbestos
Semple N Client Samplea a (gram) Organic % Inorganic % Inorganic %
01 2015.030.147-01A 01 0,283 180 77.0 4
Location: Floor 2 - 2nd Floor • Interior Window Glazing - 200SB
02 2015.030.147-01B 01 0.342 15.2 66.7 17.9
Location; Basement Floor - Basement - Interior Window Glazing - BOOSB
03 2015.030.147-02A 02 0.289 30.8 52.2 17.0
Location; Floor 1 - 1st Floor - interior Window Glazing - 100SC
04 2015.030,147-02B 02 0.364 27.2 55.5 17.3
Location' Floor 1 - 1st Floor - Interior Window Gazing - Room 106
05 2015.030.147-03A 03 0.249 46.2 18.1 35,7
location: Basement Floor - Basement - interior Window Frame Caulk - Room 807
06 2015.030.147-038 03 0,272 46.0
Location: Basement Floor - Basement - interior Window Frame Caulk - Room 803
07 2015.030.147-04A 04 0,135 19.3
Locahoo; Basement Floor - Basement - Interior Window Frame Caulk - Room 812
08 2015.030.147-04B 04 0.146 21,9 69,2 8.9
Location: Basement Floor - Basement - Interior Window Frame Caulk - Room 812
09 2015.030.147-05A 05 0.219 75.8 20.1 4.1
Location: Basement Floor - Basement - Exterior Window Frame Caulk - Top Layer - Room 812
10 2015.030.147-058 05 0.276 77.2 19.2 3,8
Location: Basement Floor - Basement - Exterior Window Frame Caulk - Top Layer - Room 811
11 2015.030.147-06A 06 0.371 20.5 61.2 14.8
Location; Basement Floor - Basement - Exterior Window Frame Caulk - Bottom Layer - Room B12
12 2015.030.147-06B ce 0.353 19,5 58.4
Location: Basement Floor - Basement - Exterior Window Frame Caulk - Bottom Layer - Room 811
13 2015.030.147-07A 07 0,279 9.7 84.6
Location: Basement Floor- Basement - Exterior Window Glazing - Room 812
14 2015.030.147-07B 07 0.258 7.4 66.7
Location: Basement Floor - Basement - Exterior Window Gazing - Room 811
15 2015.030.147-08A 08 0.365 17.8 67.4
Location; Floor 1 - 1st Floor - Exterior Window Glazing - 1000B
18 2015.030.147-0813 08 0.286 18.5 67.8 13.6
LocatIon; Floor 1 - lst Floor - Exterior Window Glazing - Room 100TA
14,0
71.9
40.1
8.9
22.1
5.5
5,7
14.8
ee Reportlng notes on last page
" Asbestos % by " Asbestos % by
PLM/DS TEM
NAD NAC
NAD Anthophyllile <1.0
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
Anthophyllite <0.25 AnthophyllIte 3.7
Anthophyllite <0.25 NA/PS
NAD Anthophyllite <1.0
Anthophyllite <1.0
NAD
NAD NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
AmeriSci Job #: 215071743
Client Name: Delta Engineers
Table I
Summary of Bulk Asbestos Analysis Results
2015.030.147; Cornell University; 122 McGraw Place, SAE House, Window Replacements, Bulk Samples
Sample Heat Acld Insoluble
AmeriSci HG Weight Sensitive Soluble Non•Asbestos
a pie # Client Somple Are (gram) Organic % Inorganic % Inorganic %
7 2015.030.147-09A 00 0,277 18.8 58,0 25.3
Location: Floor 1 - 1st Floor - Exterior Window Frame Caulk - 100CB
18 2015.030.147-09B 09 0213 23,5
Location: Floor 1 - 1s1 Floor - Exterior Window Frame Caulk - Room 100TA
72.3
4.2
Asbestos % by
PLM/DS
Page 2 of 2
Asbestos % by
TEM
NAD NAD
NAD NAD
Anabesed byi Madall E. Collins • Dale Analyzed 74312015
itattanfitative Analysis fEriatifFuld Belk Asbestos Analysts. PLM by EPA 50QfM4-82-020 per 40CFR or ELAP 19E1 for New Yoe< friable eamples ELAP 1 for New Yoat NOB samples; TElvi
igene/Full) by EPA eb043.43/116. Ord covered by NVLAP Bulk accemilitation) or ELAP 198A for New York caleplas: NAD o asbestos detected during a quantitative analyslai NA c nist analyzed Trace e
<1%i thianfilation tor beginning weights of <01 grains should be considered as qualitative only; Qualitative Analyslat Asbestos analysis results of 'Prowl' or 'WA < No MOM Asbestos' represents
fesalls rOf QUalitatiVe PLM Of TEM AilfiNsis only fno aostedltabon coverage available from any regulatory agency Mr qualitative analyses); NVLAP 2P0346-0, NYEDOCIELAP Lab 11483, AIHA Lab 102843,
Warning Note: PLM limitation, only TEM MI resolve fibers <0.25 micrometers In diameter. TEM bulk analysis Is representative of the flna grained matrix material and may not be representative of
non uniformly dispersed debris for which PLM evaluation Is recommended (1.e. soils and other heMrogenous materials).
Reviewed By:
ADELTA
emo1HEF116, AlIC111TEl:re, A UIHo IluctmMR
Bulk
860 Hooper Road, Endwell, NY 13760 Tel 607,231.6600 Fax 607:2316640
www_Jeltaenoineers cony
Sheet/COC
°roj
SALt-
AcA
Client Pro ect No.:
Sample Number
Collected Bi'S:14>
Material Type Material
Condition,
escriptlon l Semple L atlon
tnstrttctiOPl : A za :11 1 -P t
1 l? rna#hcado1oc y. 1f all a rill lea fry
the llodolo Sfa r anal s a after 1g
E, el Reap to 'ohnsondeitaettt
t YS 1 I Ate 198.1 1o1 1 nlethodralor dal ze IS S a m.1a 1 Bali 1) NYS ELAP 6'
ii tinpte tar: f lrdad os Hort- sl e5tas by 1 t#. analyze by NYS PUT "F Pvi
t fret p Iver~ aal w,Ie »e,
sus, 6pri
nook!! rl ittavpp nears. n1 rl her vtto derrnlno ara.co
Notes:
Submitted By: �* , 1 Date:
Received By:
Date:
#2 i
07
743
Page 1 of a
I.DELTA
�NGINf.FR F. MICNIT CTS, F LAND NRVEYRRN
860 Hooper Road, Endwell, NY 137E0 Tel: 607.231:6600 Fax 607,2 31.6840
www_dcllaengiUpei s:cain
DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C.
11:4441V4:**,kt‘144.1ttn '44'W
tWolkA\orwitIlMkia
Ochiteiros\
Vtiovittk,A1,
ta*H0,441,41140
Vikk
Attachment C
Sample Location/Project Drawings
— "We are (1 seamless extension of ()lir clients' orgonizations'
$0,4401041,
Page 5 of 11
wiracy+.scHrouCt
TTm
ri
WINDOW VI i
I K.
1,0
, 4 +
AI
MO,
isiYA% ILDIA
1.-1ERO
ARCHTFICTURE
PUG
,e,H 3
DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C.
liftvtAtitittrili*
Attachment D
Building Summary Letter
"We are n semulos extension of our c!int' organizations"
44,
4.4,A4w,
tvw,tiv
Page 6 of 11
INGINEERS, ARCHITECTS, & LAND $URVEYORS
A ONO&
RIVIVAR
ION, OAR A
4Vaft*Wt* \VOIAttt*I.Itt,
tt, ,A$W.c,rnt ttAitNIAVNUt tqt" ^ OA,
,A00,40006444 *rt11,4140,040, AIWA
A \ AvvitolaHROOR‘NRON
4**14174MilfilitOk'Itiot#443
4t, AtAtin, ttitt„liki ;20140Mittiittt%
August 2, 2014
Mr. Dale Houseknecht, Asbestos Project Coordinator
Cornell University - Maintenance Management
116 Humphreys Service Building
Ithaca, New York 14853-3701
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607,231.6650
Website: www.deltaengineers.com
Vettl#4 44, tOdVit&V,0 tr*.**010,\ OtilM .040 A"Vt,00.tt*r,,Mt#
.4 •wt .„ n, *w.to stre •
Re: 122 McGraw Place Building 4743 — Suspect Asbestos Material Overview
Dear Mr. Houseknecht:
The following information is associated with the various "suspect" interior building materials present at 122
McGraw Place (Building 4743). It should be noted that no bulk sampling associated with suspect exterior
building materials has been performed at 122 McGraw Place with the exception of Roof Section 049. As
such, other suspect building materials not listed/included below are known to be present at the Building.
As per the requirements of the NYS Department of Labor, OSHA and NESHAPS, a Pre -Renovation
Asbestos Survey is required for all Renovation Projects addressing the affected renovation areas and the
associated suspect materials present in each. When these "other" undocumented suspect materials are
encountered, they should be considered "Presumed Asbestos Containing Materials" or "assumed"
asbestos containing materials until proven otherwise by a given project's Pre -Renovation Asbestos
Survey.
Based on previous Delta sampling efforts, the following is a breakdown of known Asbestos Containing
Materials (ACM's) and known Non -Asbestos Materials. For the Asbestos Containing Materials, they should be
considered to be asbestos containing wherever present in the Building. For each Non -Asbestos Material, the
given material was sampled as a part of the Delta's 2013 Room Reconfiguration Pre -Renovation Survey and
2014 Interior Building Asbestos Survey, so the material classification is applicable for the given material
wherever present in the Building.
1) Asbestos Containing Materials:
• 9" x 9" Brown w/ White Streaks Floor Tile
• Tan W/ Grey Streaks 12"x12" Floor Tile
• Tan Mottled 12"x12" Floor Tile
It should be noted that all accessible Pipe and Pipe Fitting Insulation was observed to be non -suspect Fiberglass
and/or Annaflex/foam. If any hard -packed or non-fiberglass/non-foam pipe or pipe fitting insulation is
encountered, it should be considered asbestos containing until sampled.
2) Non -Asbestos Materials:
• 12" x 12" Tan w/ White Streaks Floor Tile and associated mastic
• Mastic from 9" x 9" Brown w/ White Streaks Floor Tile
• Mastic from Tan Mottled 12"x12" Floor Tile
• Grout/Mortar bed from 1" x 1" White Ceramic Floor Tile
• Grout/Mortar bed from 4" x 4" White Ceramic Wall Tile
• Grout/Mortar bed from Multi Size Tan Ceramic Floor Tile
• White Caulk from Sink Countertop to Wall
°We coe soniaNs extalsion of 011r ctien ts' orgonizaribms"
DELTAENGINEERS, ARCHITECTS,
LAND SURVEYORS, P.C.
Page2of3
2) Non -Asbestos Materia
Gray Epoxy Floor Coating
• Grout/Mortar bed from 12" x 12" Tan Ceramic Wall Tile
• Grout/Mortar bed from 1" x 1" Tan Ceramic Floor Tile
• Drywall, White from Newer Wing
• Joint Compound from newer wing
• White Top Coat Plaster, Newer Wing
• Gray Base Coat Plaster, Newer Wing
• Green/Yellow Mastic from Carpet, Newer Wing
• 12" x 12" Brown Wood Pattern Self Stick Floor Tile
• Tan Mastic from 4" Beige Vinyl Cove Base
• 12" x 12" Light Pink Mottled Floor Tile, Leveler and Mastic
• 12" x 12" Dark Pink Mottled Floor Tile, Leveler and Mastic
• Gray Grout/Mortar bed from Red Quarry Floor Tile
• 12" x 12" Brown Mottled Floor Tile and Mastic
• 12" x 12" Tan w/ Brown Streaks Floor Tile and Mast
• 12" x 12" Brown Floor Tile, Leveler and Mastic
• 12" x 12" White w/ Tan Streaks Floor Tile, Leveler and a
• Black Mastic from Wood Floor
• White Textured Coating on Wood Paneling
• Green Carpet Mastic
• Blue Textured Paint (Wall)
• Homosote Patch Board
• Brown Door Frame Caulk
• White 2'x4' Fissured Pinhole Ceiling Tile
• Red Floor Leveler
White Window Frame Caulk 105
• Red Fire Stop from Pipe Penetration tluu Floor
• Orange Speed block
• Tan Cove Base Mastic
• White Joint Compound, original building
• White Drywall, original building
• Grey Base Coat Plaster, original building
• White Top Coat Plaster, original building
• ite Textured Ceiling Paint
• Grey Caulk @ Floor/Wall Edge
• Black Mottled 12"x12" Floor Tile and Mastic
• White Mottled 12"x12" Floor Tile and Mastic
• White W/ Tan Streaks 12"x12" Floor Tile and Mastic
• Black W/ White Streaks 12"x12" Floor Tile and Mastic
• White W/ Black Streaks 12"x12" Floor Tile and Mastic
• Checkerboard Pattern Loose Laid Linoleum
• White 1'x1' Adhered Ceiling Tile
• White Putty on Fiberglass Insulation
extension o our cf.ients' organi ati`ons
DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C. Page 3 of 3
4. 0! a0,,fie4
4,11400,4e4o606' t
tithisigiN4,4041
,o414,
.Ntotiottgz110,,NOw", ZVIV<Mitt
"qtfttAi\0**,*k**4*\tki,*airfrkmotokvhollrkt,iokw,
xon,.444i,%w•«.441.5.444144442441,444toitoilutigau..,tialsoko
Dark Brown Mastic Puck from White l'x ' Adhered Ceiling Tile
41Atk.
4V(X\s‘,0414 A401,4*',V0
lOrtf
Again, as per applicable State and Federal requirements, a Pre -Renovation Asbestos Survey is required for
every individual Renovation Project to assure all suspect materials with the potential to be impacted by the
given project's scope are identified as ACM vs. Non -ACM and dealt with accordingly. A given project's
survey must be performed by a New York State Department of Labor/EPA Certified Asbestos Inspector and
would include a review of the existing "known" ACM's and Non -ACM's along with the collection and analysis
of bulk samples for those suspect materials encountered that have not been previously identified. If you have
any questions, or require any other information, please feel free to contact me at your convenience.
Respectfully,
DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C.
Stephen Prislupsky
Director of Environmental Services
"We are a searniess extension of ow clients' organizations"
DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C.
4,4),
4or ,4 no •
wor.rofi
i=0,04±
Page 7 of 11
Attachment E
Photos
— "We ore a seornless extension of our clients' orwmizotions"
DELTA ENGINEERS, ARCHITECTS, &. LAND SURVEYORS, P.C.
HA 01 — Interior Window Glazing Compound, Non -Asbestos
HA 02 — Interior Window Glazing Compound, Non -Asbestos
"We are n seamless extensron of our clean. orgn»
ns
Page 8 of 11
DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C.
HA 03 — interior Window Frame Caulk, Non -Asbestos
HA 04 — Interior Window Frame Caulk, Non -Asbestos
'We ore a seamless extension of our clients' organ izoti
Page 9 of 11
DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, P.C.
HA's 05 & 06 — Exterior Window Frame Top Layer/Bottom Layer Caulks
"Original" Bottom Layer is Asbestos Containing
HA 07 — Exterior Window Glazing Compound, Non -Asbestos
'We arc a seamless cxtcnsion oor;anitati
Page 10 of 11
DELTA ENGINEERS, ARCHITECTS, Sa_ LAND SURVEYORS, P.C.
HA 08 — Exterior
indow Glazing Compound, Non -Asbestos
HA 09 — Exterior Window Frame Caulk, Non -Asbestos
"We ate a seamless extension of our orgonizations"
Page 11 of 11
PCB Caulk Sampling Report
Performed at:
Cornel University 122 McGraw Place SAE House (Bldg 4743)
For the
Window Replacement Project
Cornell University Ithaca, New York Cam LIS
Prepared for:
Dale Houseknecht, Asbestos Project Coordinator
Cornell University Maintenance Management
116 Humphreys Service Building
Ithaca, New York 14853-3701
Prepared by:
ADELTA
ENGINEERS, ARCHITECTS, & LAND SURVEYORS
860 Hooper Road
Endwell, NY 13760
Phone: 607-231-6600 Fax: 607-231-6640
Delta Project No. 2015.030.147
Cornell Work Order No. 8152178
Field work performed by: Thomas Ferro, July 31U, 2015
Report prepared by: Thomas Ferro
Report reviewed by: Stephen Prislupsky
tA
,r,
ENGINEERS, ARCHITECTS, & LAND SURVEYORS
EXECUTIVE SUMMARY:
860 Hooper Road
Endwell, NY 13760
Tel 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
On July 3rd, 2015 Delta Engineers, Architects & Land Surveyors Representative Thomas
Ferro was on-site to perform bulk sampling of various caulks associated with the window
systems at the Cornell University SAE House located at 122 McGraw Place. This sampling
was performed to determine the presence of Polychlorinated Biphenyls (PCB's) in interior and
exterior window system caulks in support of the upcoming Window Replacement Project.
Four (4) samples were collected of interior and exterior window system caulks. The samples
were submitted to York Analytical Laboratories, Inc. for analysis utilizing Method SW846-
3550B/8082. Caulk sample details and results are as follows:
Sample No.
2015.030.147-PCB01
2015,030.147-PCB02
2015.030.147-PCB03
2015.030.147-PCB04
Description
Interior Window Frame Caulk
Exterior Window Frame Caulk, Single Caulk Application
Exterior Window Frame Caulk, Top Layer*
Exterior Window Frame Caulk, Bottom Layer*
Results
None Detected
None Detected
None Detected
None Detected
* -Denotes where 2 types of caulk were observed to be present at a given location (i.e. top
layer and bottom layer)
EPA regulations, consider solid materials with concentrations under 50 ppm (or 50 mg/Kg) to
be a Non -PCB Product. It should be noted that EPA protocol requires the total or cumulative
PCB content for each sample (i.e. the total PCB count for all tested matrices) be used in
determining the regulated level (i.e. "non -PCB", "PCB -contaminated" or "PCB").
The Analytical Report from York Analytical Laboratories, Inc. is included in Appendix A.
ADEL TA
ENGINEERS, ARCHITECTS, 8, LAND $LIRVEYORS
860 Hooper Road
Endwell, NY 13760
Tel 607,231.6600
Fax: 607.231.6650
Website r www.dellaengineers.com
APPENDIX A
Upstate Laboratories Analytical Technical Report
prepared for:
Delta Engineers
860 Hooper Road
Endwell NY, 13760
Attention: Stephen Prislupsky
Report Date: 08/13/2015
Client Project ID: Cornell 122 McGraw Pl. Window Project 2015.030. 47
York Project (SDG) No.: 15H0272
CT Cert, No. PH -0723 New Jersq Celt No, CT -005
120 RESEARCH DRIVE STRATFORD, CT 06615
New York Cert. No. 10854 PA Ceri, No 68-04440
(203) 325-1371 FAX (203) 357-0166
Page 1 of 8
Report Date: 08/13/2015
Client Project ID: Cornell 122 McGraw P1. Window Project 2015.030.147
York Project (SDG) No.: 15H0272
Delta Engineers
860 Hooper Road
Endwell NY, 13760
Attention: Stephen Prislupsky
Purpose and Results
This report contains the analytical data for the sample(s) identified on the attached chain -of -custody received in our laboratory
on August 10, 2015 and listed below. The project was identified as your project: Cornell 122 McGraw Pl. Window Project
2015.030.147.
The analyses were conducted utilizing appropriate EPA, Standard Methods, and ASTM methods as detailed in the data
summary tables.
All samples were received in proper condition meeting the customary acceptance requirements for environmental samples
except those indicated under the Notes section of this report.
All analyses met the method and laboratory standard operating procedure requirements except as indicated by any data flags,
the meaning of which are explained in the attachment to this report, and case narrative if applicable.
The results of the analyses, which are all reported on dry weight basis (soils) unless otherwise noted, are detailed in the
following pages.
Please contact Client Services at 203.325.1371 with any questions regarding this report.
York Sample ID Client Sample ID Matrix Date Collected Date Received
15110272-01 2015.030.147-PCB01 Caulk 07/03/2015 08/10/2015
15110272-02 2015.030.147-PCB02 Caulk 07/03/2015 08/10/2015
15110272-03 2015.030,147-PCB03 Caulk 07/03/2015 08/10/2015
15H0272-04 2015.030.147-PCB04 Caulk 07/03/2015 08/10/2015
Page 2 of 8
General Notes for York Project (SDG) No.: 15H0272
1. The RLs and MDLs (Reporting Limit and Method Detection -L
the levels of target and/or non -target analytes and matrix
standard utilized for the calibration where applicable.
Samples are retained for a period of thirty days after submittal of report, unless atlier arrangements are made,
3. York's liability for the above data is limited to the dollar value paid to York for the referenced project,
4. This report shall not be reproduced without the written approval of York Analytical Laboratories. Inc.
5. All samples were received in proper condition for analysis with proper documentation, unless otherwise noted.
6. All analyses conducted met method or Laboratory SOY requirements. See the Qualifiers and/or Narrative sections for further information.
7. It is noted that no analyses reported herein were subcontracted to another laboratory, unless noted in the report.
�. This report reflects results that relate only to the samples submitted on the attached chain -of -custody form(s) received by York.
eported arc adjusted for any dilution necessary duc to
The RL(RL•PORTING L1MiT1 is based upon the lowest
Approved By:
Benjamin Gulizia
Laboratory Director
Date:
08/13/2015
Page
SannilelDtt a015.030.1.47:PCB011
York Project (SDG) No
Sample Information
Client Project ID
l'orlt Sample ID: 15H0272-01
M,atrix: Collection Date/Time Date ReCCIVC(.1
15H0272 Cornell 122 McGraw P1. Window POLleC1 201 .030.147 Caulk July 3,2015 3:00 pm 03/10/2015
PoNclilorinated Biplienvis (PCB)
Sample Piepated by Method: EPA 3550C
CAS No. Parameter
12674-11-2
Alec or 6
Log -in Notes:
Result Flag Units
Sampl Notes:
Repotted to
LOD/51DL LOQ D11140011
Date/Time Date/Time
Reference Method Prepared Analyzed Analyst
ND 1 -1T -Pc mgfkg, 0 500 0 500 1 CPA 0002A WM I/2015 1414 08/123.2015 17:44 AMC
13 Foificauens NELAC-19 851085-1.CIDORNIDEP
11104-20-2 AI oelOP 1221 ND HT -p mgrleg 0 500 0 500 EPA 80820 08/1132015 14 14 04012/2015 17:44 AMC
13 Ceoincalions: NELAC-141`10054,CTDOH,N1DEP
11141.16-5 Avoclor 1232 ND 11T -PC 010(12( 6 500 881/8 1 EPA 80920 01E11/2015 14.14 05912/2015 17:44 AMC
13 Cord -martens NELAC-NV100.54,CTD011,1SMEP
53460-21-9 Al oclor 1242 ND HT -PC mg/kg 0 500 0 500 EPA 0022A 00/11/2015 14:14 00/12/2105 17:44 AMC
13 Cerhficartons NELAC-NV10854.01001-1N1DEP
12672-29-6 A10e104 1248 ND IIT -PC nuAlvc 0 500 0 500 EPA 80820 OM P2015 14:1-1 00/I2/21/15 17:14 AMC
13 Celifications: NELACLSN'10854.CTD01-1,N1DPP
11097-69-1 Aroclor 1251 ND 1 -1T -PC 108,k8 0 500 0 500 1 EPA 80020 00/11/2015 14:14 00/12/21115 17:44 AMC
13 Cerlificattous \I0000-NY10054.CTDOILNIDEP
11090-82-5 Acoclor 260 ND HT -PC n1g/131 05(10 0 500 El'A 8002A 00/11/2015 14 14 0E1212015 17,44 0040
13 Certillemous NELAC-441'10851,CTD011,10DEP
/336-36-3 Cr-T220a1l1CBE ND 131" -PC 1118/88 0,500 0 500 1 EPA 00020 08/11/2015 14:14 00/1202015 17:44 ,\MC
13 00080lisiv
Surrogate Recoveries Result Acceptance Range
877-09-0 Surrogate: 7e50tehTheo.91-xyierre CA 7 % HT -PC 30-140
13
2051-24-3 Surrogaie: Docachlorol1ph0lry1 59.9 % 137 -PC 30-110
13
3-11142D14:70114T382.11)
ll)llt-l2r,ttttlOttattteptiiit,„
York Pro ect (SDG) No.
Sample Information
Client Project ID
15110272 Cornell 122 McGraw Pl. Window Project 2015.030.147
Polvehlorinated Biphenyls (PCB)
Sample Prepared by Method: EPA 3550C
Log -in Notes:
Matrix
Caulk
fork Sample ID: 15110272-02
Collection Date/Time Date Receiv34
July 3, 2015 300 pm 03/10/2015
Sample Notes:
Reported to
CAS No. Parameter Result Flag Units LOIL/MDL LOQ Dilution Reference Method Prep:1.0(1 Analyzed Anillyst
Date/Time DatefTimo
12674-11-2 Arocior 1016 ND 11T -PC p 0500 riku 0,500 1 EPA 80820 0171E2015 14:14 00/12/2(11510/15 AMC
13 CcrtiOcapons NELAC-NY10854.CTOORN1DEP
:1AMC
11104-20-2 At odor 1221 ND H11(9(09T-pc 11(9(09 050/0 0 500 1200 50520 000 1/2015 14 4 0111 2,2015 18 03
13 Certifteatoons NEL0C-NVI00541CTD011 N1DEP
11141-16-5 Aroclor 1232 ND 117 -PC 109/00 0300 0 500 1 EVA 80820 0011E2015 1414 00i12/2015 1(115 AMC
13 Certifleations. NELAC-NY10054,ETDORN10P0
EPA 80820
53409-21-9 A1 -0010i 1242 ND 11T -PC 0N/08 0 500 010152015 14:14 WO V2015 10;115 ,AMC;.
B 0 SOO
Certifications NELAC-811'10834.CTD011,N1DEP
120 RESEARCH DRIVE STRATFORD, CT 06615 (203) 325-1371
FAX (203) 357-0166
Page 4 of 8
Client Sample TDi 2015,030.147-PCB02
York Project (SDG1 No.
151-10272
Sample Information
Client Protect ID
Cornell 122 McGraw Pl. Window Project 2015.030.147
PolvcIllor Mated Biplicnvls (PCB)
Sample Prepared by Method. CPA 3550C
CAS No,
12672-294
11097-69-1
11096-92-5
1336-36-3
Amclor 1248
Aroclor 1254
Aroclor 1260
061.-.11a31SF1,
Parameter
Log -in Notes:
Reported to
Result ;lag Units LOD/A1DL LOQ Dilution Reference Method Prepared Analyzed Analyst
'ork Sample 11): 15110272-02
Matrix Collection Date/Time Date Received
Caulk July 3. 2015 300 pm 08110/2015
Sample Notes:
Datc/Time Date/Time
ND
ND
1313
11T -PC
13
1 -1T -PC
B
H'1° -PC
13
HT -PC
13
010/66
0,500
0 500
mg/kg 0-00 600
1/1.11/. 0 500 05(0
010/144 0,500 0 500
Surrogate Itecovcries Result Acceptance Range
977-09-8 n1Prog0/re: Terrachloi.0-111-53lene 84.6 "X, FIT -PC 30-140
B
2051-24-3 $, 1 rt or i 0 e: Decuchlinwhiplioryl -4.9 X; 11T -PC 30-140
ClifivarSalriati11
York Project (SDG) No
151-10272
13
AP -
Sample Information
Client Project ID
Cornell 122 McGraw Pl. Window Project 2015,030.147
EVA 8082,0
0, r11015110115
08/11/2015 14:1-1 03/12/2015 18:0
NELAC-NY I 0854,CTD01-1,N1DEP
EPA 50526 00111/2015 14:14 08/12/2015 11013
Catilicaboas NELAC-NY I 0854CTD011,N1DEP
EPA 6052/1. 08/11/2015 14:14 08/12/2015 11.;:93 -0
CeniEcalion/4: NELAC-NY I 0554.CID011 N1DEP
AMC
AMC
EPA 90926 OR/11/2015 14:14 05/12121115 1803 AMC
Ccoirmalion5,
York Samnle ID: 15110272-03
Matrix Collection Date/Time Date Received
Caulk July 3, 2015 3:00 pm 08/10/2015
Polychlorinated Biphenyls (PCB)
90051(0 0001/311.4 by Method: EPA 355011
Lo -in Notes: Sample Notes:
Reponod 10DatefTime Date/Tinic
CAS No. Parameter Result Flag 1111115 LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst
2074-11-2 Aroclor 1016
11104-28-2 /01 01101 1221
11141-16Z Aroclor 1232
53469-21-9 Amoloc 1242
12672-29-6 Aroclov 1248
11097-69-1 Aioolor 1254
11096-82-5 Areclor 1260
'336-36-3
4AlitILI ;
ND HT -PC mg/bi; 6)00 0 500 1 EPA 80324 08/11/2015 14 14 08/12/2015 18 23 AMC
13 Ccoificavoos NEL. -NY10354.CTDOILNJDEP
ND 11T -PC 10'411,8 0 508 9500 1 EPA 90524 09/11/2015 14.14 06/12/2015 16.23 AMC
13 Cotilluaions: NELAC-NY10854.111001-1.1511DEP
14T -PC mtpkg 500 0 500
13
1104 60925 118/1 I/2015 14:14 08/12/2015 1823 AMC
NELIC-NY1605-1.CTDOLLNIDEP
ND 111 -PC 60.44.5 0 500 651)0 1 EPA 9052A 08/11/2015 14 14 113012/2015 13.23 AMC.
13 Comflrattons NELAC-N5 I0854,CTDOILN1DEP
ND 11T -pc omikg 0 500 0 500 1 EPA 8032A 00/11/2015 14:14 05/1212015 19.23 AMC
B c,saficalkonsNELAC-NY I 0854 CIDOILNJIDEP
ND 11T -PC iogiFg 0 500 0500 EPA 90826 W11/21115 1-1,14 08/12/2015 18-23 AMC
13 Curoficaums NELAC-NY111554.01001-1,N1DEP
ND HT -PC ”iglki! 000 0 (00 1 EPA 60324
13 Cernlicauons
Surrogate Recoveries Result
HT -pc onpkg 0 500 0 500 EPA 0032,6
13 ccoilaaticia
Acceptance Range
06)11/2015 14 14 08/1212015 1823
NEI -AC -NV! 0854.CTDOH,N1DEP
9X411/2015 14:14 i5112/1015 1023 AMC
AMC
120 RESEARCH DRIVE STRATFORD, CT 06615 (203) 325-1371 FAX (203) 397-0105
Page 5 of 8
Client Sarnole ID: 2015.030.147-PCB03
York Project (SDG) No,
I5H0272
Sample Information
Client Project ID
Cornell 122 McGraw Pl. Window Project 2015.030.147
York Sample ID: 15110272-03
Matrix Collection Dq1e/Jime Dale Recekred
Caulk July 3, 2015 3:00 pm 08/10/2015
Polveltlorinated Biphenyls (PCB)
Sample Prepared by Method: EPA 3550C
Log -ii
10
Sample Notes:
Reperled io
CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst
Date/Time Date/Time
877-09-8 Siirrogrices 1i.irruchlor1-01,51.14erre .1
2051-24-3 Stirrogare: ne.e00411nrillpipho3l
glitiNStrifi-PWID4 AVITtflItUTTOffit
rk Pro ec SDG No.
15110272
47.1 %
11T -PC
13
1 -1T -PC
13
30-140
30-140
Sample Information
Client Project ID
Cornell 122 McGraw Pl, Window Project 2015,030.147
Yolk Sample ID: 15110272-04
Matrix Collection Dale/Time Date Received
Caulk July 3, 2015 3.00 pin 08/10/2015
Polveldorinated Biphenyls (PCB)
Sample Piepaied by Method: EPA 3550C
Log -in Notes: Sample Notes:
Reported to Date/Time Date/Time'
CAS No. Paranteter Result Units L001MOL LOQ Dilution Reference Method Prepared Analyzed Analyst
12574-11-2 Aioclor 0t 1513 HT -PC iiisike 0 500 0 500 1 EPA 8002,5 05/11/2015 /4 14 001 2/21115 IN 42 AMC
13 CCIIIrl[211ons NELAC-NV10354 CT0011N1D
11104-25-2 Amcloi 1221 ND 1 -1T -PC inedie 0 500 0 500 LPA 8082A 08/11/2015 14.14 05112/2015 0.42 AMC
13 Coliticatioits. NELAC-NY10854XTD01-1,N1DEP
Aroclor 1232 NDOK/11/2015 1414 05 112(21115 18.42 AMC
HT -PC inedie 0_500 0,500 1 EPA 8092A
13 Centficationc NELAC. 101154.CTD01-1,1511DEP
53499-21-9 Moclor 1242 ND J PCmede
13
12072-20-0 Aioclor 1248
11097-0-1 Aloclor 1254
11090-82-5 Ai odor 1200
1330-36-3
ND 1 -1T -PC
000 0 500
0 500 0 500
(0,5 8082A 050 Ii2015 14 14 05(1212015 15 42 ASIC
Cenificationsi NELAC-NY10854.CTDOELN1DEP
EPA 0002A
08/1112015 1414 03(12(2015 11442 AMC
Ccrtilicatimts: '2(1 \C
ND I111 -pc itigilig 0 500 051(0 1 EPA 8052A 05111/2015 14.14 050212015 11042 ,1.111C
13 Centric-100ns NELAC-N3 10854.CTDOH,N1DEP
0 500 0 500 1 EPA 8092A ti511u2115 11 14 03(1 211015 1 42 AMC
Ccilif1cati0115 NELAC-NVI0554 C11)011 N1DEP
11T -PC medal 0 500 0 500 1 EPA 0002A 05/11/2015 14 14 05,12/2015 104' AMC
13 Certifications
ND 11T -PC inside
13
Surrogate Recoveries Result Acceptance Range
877-00-8 Surrogure: To InJali 01',1-111-.1)4C171! - 0(0 2/ HT -PC 30-140
13
2051-24-3 Surrogate: pecochlfwohiphenyl -0,3 % ITT -PC 30-140
0
120 RESEARCH DRIVE STRATFORD, CT 06615 (203) 325-1371 FAX 12031 357-0166
Page 6 of 8
Notes and Definitions
HT -PCB This sample was extracted outside of the CTDEP RCP or other State recommended holding_ time The US EPA per SW -846 has issued
a revision extending PCB hold lime to I year or longer,
Analyte is not certified or the state of the samp cs origination does not offer certification for the Analyte.
ND NOT DETECTED - the analyte is not detected at the Reported to lesel 0...0Q/RL or LOD/MDL)
RL REPORTING LIMIT - the minimum reportable value based upon the lowest point in the analyte calibralion curve.
LOQ LIMIT OF QUANTITATION the minimum concentration of a target analyte can be (Tolled within a specified degree of confidence, This is the
lowest point in an Finable calibration curve that has been subjected to all steps of the mocessing/analysis and verified to meet defined et iteria. This is
based upon NELAC 2009 Standalds and applies lo all analyses.
LOD LIMIT OF DETECTION - a verified estimate of the minimum concentration of a substance in a given matrix (hal an analytical process can reliably
detect. This is based upon NELAC 2009 Standouts and applies to all analyses conducted under the auspices of EPA SW -846,
MDL METHOD DETECTION LIMIT - statistically derived estimate of the 11111161mm amount of a substance an analytical system can reliably, detect with a
99% confidence that the concentration of die substance is gleam than evro. This is based upon 40 CFR Pan 136 Appendix 13 and applies only to EPA
600 and 200 series methods.
Reported to This indicates that the data for a particular analysis is reported to either the LOD/MDL, or the LOQ/RL. In cases where the "Reported to" is located
above the LOD/MDL, any value between this and the LOQ represents an estimated value which is "I" flagged accordingly. This applies to volatile and
semi -volatile target compounds only.
NR Nol reported
:PD Relative Percent Difference
Wel The data has been reported on an as -received (wet weight) basis
Low Bios Low Bias flag indicates that the recovery of the flagged analyte is below the laboratoty or regulatory lower control limit. The data user should take note
that this analyie may be biased low but should evaluate multiple lines of evidence including the LCS and site-specific MS/MSD 11010 10 (haw bias
conclusions. In cases where no site-specific 134S/MSD was iequested, only the LCS data can be used lo evaluate such bias.
High Bias High Bias flag indicates that the recovery of the flagged analyte is above the laboratoiy or regulatory upper contiol limit. The data user should take
note that this analyte may be biased high but should evaluate multiple lines of evidence including the LCS and site-specific NISOYISD data to draw bias
COI1C110011S. In cases where no site-specific MS/MSD was tequested, only the LCS data can he used to evaluate such bias.
Non -Dir. Non-dir. flag (Non -Directional Bias ) indicates that the Relative Percent Difference (RPD) (a measure of precision) among the MS and MSD data is
outside the laboraloty or tegulatoty control limit. This alerts the data user wheit the NIS and MSD are from site-specific samples that the RPD is high
due to either non-homogeneous distribution of target analyse between the MS/MSD or indicates pool ternoducibiliry for other reasons.
If EPA SW -846 method 8270 is included herein it is noted that the tat get compound N-nitrosodiphenylamitic (NI)PA) decomposes in the gas chromatographic inlet
and cannot be separated from diphenylamine (DPA). These results could actually represent 100% DPA, 100% NDPA or some combination of the two.
For thisicason, York reports the combined result for nmitrosodiphenylainine and diphenylamine for either of these compounds as a combined concentration as
Diphenylamine.
If Total PCBs are detected 311(1 5150 target aroclors reported are "Nol detected", the Total PCB value is report ed (1110 50 the presence of either op both Aroclors 1262
and 1268 which are non -target arOCIOrS for som0 regulatory lists,
2-chloroethylvinyl ellsci 1 readily breaks down undet acidic conditions. Samples that arc acid presened, including standards will exhibit bleakdown. The data user
should take note
Certification for pli is no longer offeted by NYDOH ELAP.
Semi -Volatile and Volatile analyses are reported down to the LOD/11,1DL. With values betWeen the LOD/N1DL and the LOQ being "1" flagged as estimated results,
For analyses by EPA SW -846-8270D. the Limit of Quantitation (LOQ)1epor1ed for benzidine is based upon the lowest standard used for calibration and is not a
verified LOQ due to this compound's propensity for oxidative losses during extraction/concentration procedures and non-seproducible chromatographic performance.
120 RESEARCH DRIVE STRATFORD, CT 06615 (203) 325-1371 FAX (203) 357 -0166
Page 7of 8 1
ANALYTICAL LA8 ORATORIES INC,
ARCH OR. 5TRATFORO. CT 0661 5
25.1371 FAX 1203) 357.0169
Field Chain -of -Custody Record
NOTE! York's Std. Tum s6. Con4iUnnr are listed on tic hen; side of Ihls documcnL
This document serves es your written eutiorizalion to York to proceed with the analyses requested Ind your
binds you to York's Std. /tons & Conditions unless superseded by written annual,
Invoicl
CI ,! reject ID
Comet' 122 McGraw Place
Window ProJectk
NY 13T
Phone no.: 07- 1- 600 AS1 tta ss
,Canlacl Person Ste ph enPrtslupsky
E-mail Addr,: r , t .4 mom— E-mail:
FAX No.: 607-231-6640 Fax No.:
S Ott oraesy;. DB8
Address 860%doopi
rahsll,N'13760
No.: 607-231-6640
Page 1
York Project No. /5;11/450.7 7g -
Turn - cued TIt1i7 t epttI-t fypol arab]
Same Day Summary X
Next Day Ai O summa y
Two Day RCP Pkg
Three Day ASP A
Five Day ASPB
Standard (5-T days) XtG®1'
OTHER EDD
l'� ur7
Clearly and .Lei 1 : All Information unrest be complete.
Volatile sou- nlr � r o f�sat hn�.t °y rn aaa1 C rbn � ar a r a
! g 3 f mP nua➢eati Tar,rsra entre �a1"c�s sti�^�re " •r�1r�s�,ri Pxr.rotL
rtnrlles` will NOT be logged in and the turn-aroundlira aaa Si ssx<, s rarlsak Ir«aka I s rr<� arraaa T ai t ,c.; e
clack vill not begin until ani questions by York are resolved. rr1rsn A71 uCn 7 rrcr rassxsepn �1, crsr rla c�� e�
TOM{ CSvffAtko Crr r,'3`ln Ci"931tla¢ N'4"l6 F'& rdl'r4:T,Yr
_L aLn MIS: Colofne€ tall tint PSpyi,llt 3t{U#9 Elil '!1�}11G6d ,5 eTk BsweeSw�tl 5005
'MLR Cooloadol3"Acahi Gdgitm5¢�tY. 61FriTtPBdai At("1"$]i•pA tst3T..dn ISedesvkpt CNmi$s Cn055
dt-6peC1f3RNLate7 MONS On reLPRA C'a51CP 91N e,"11;:7%r !'va91 a'�ir Y#53s p°�ol3rab 'iU}: P4ieht BOMB
5arlpe o]Rcctud/Authorizrd y( RRra} WiI, e-rerrlin 524.2 n ar.lra r r1 0, `wr«i s 7 ` tv erua13 .Ph coo
GW crolill etti Agan. seely :,,,,,,A,
012 tiYrkLT}"8iat rea.r<pt4rh n`3„A r'"P9"A}'a4.w WPdp 1hm, ,R�"gtpR -FPUG; 85�RCKrsr�s 7S3
{? '}$'1,, i i ; C, (t Yoh OW • drinkingwater 1IxI S.ctdy NA,E39 tl) ltryn, 0r 'Cnlaadvxr«r & NPM e4.k'Ik[`a di'E57V1r n 1T,q', :r).Si. 7HASokt,
jj Name (printed) 1 Air - A,, wamlro- Arpsxa� pori a'l�s.a«nHA re�srer1 use°? e?+.s
Air-9Y•rotl vrpor N7">1 t3ldat 5ad,1'aY3tnf"4t'FG"&S drrdt�se 'rt aS#m: Ae1AS 'Y1,1.7tds
Sample de c lo Date Sampled Sample Matrix Choose Analysis Needed from the enu Above and Enter Below
'Totai PCB's EPA Method
Interior Window 8082
2015.030.147-PCB01 7/3/2015 Frame Caulk
erior Window Total PCB's EPA Method
Caulk - single 8082
2015,030.147-PCB02 7/3/2015 application i
Total C EPA Method
Exterior Window '8082
2015.030.147-PCB03 7/3/2015 Caulk • Top Layer ' 1
rt or Window Total PCB's EPA Methal
Caulk - Bottlom 18082
2015.030.147-PCB04 7/3/20 Layer L
Tdf77ntS �,� �_,._�. '. 4'C ., cr a1c1a xteolr irrto� iJsiT_F a�iaf�s, ...
darn Turnaround Re
sluusky@delta-eas.corn.
uested. Please Email Results to
CORNELL UNIVERSITY
Ithaca, New York
Cornell lin.iversity
CONTRACTOR'S CERTIFICATION OF
Al:1,RESTOS 7FREE
(Exhibit AC)
EltnindrImt to:
PROTECT:
GENE
SECTION 01 35 29
HEALTH & SAFETY
ONk
,t1.11CillivECT 0
CONTRACTOR
FLEIJ)
0
CT DATE:
DATE OF 1SSIL
SUPPOR
1111
D
A A
co 0
pratie
BY:
Day of
d
***END OF SECTION 01 35 29***
SIGMA ALPHA EPSILON GENER
122 MCG W PLACE
WINDOW REPLACE NT
PHASE ONE
HEA
TH & SAFETY 01 35 29-5
Novemb r 6, 2015
CORNELL UNIVERS ITV
Ithaca, New York
SECTION 01 35 43 GENE
GENE
SECTION 01 35 43
ENVIRONMENTAL REQUIREMENTS
ENVIRONMENTAL REQIJIREMENTS
1.0 GENE
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 enviromnental impacts.
1.2 RELATED SECTIONS
A. Section 01 35 44 — Spill Control
1.3 SUBMITTALS
A. Submit the folio ng in accordance with Section 01 33 00 — Submittals;
1. Contractor's Waste Material Disposal Plan.
2Analytical laboratory sample results for all waste materials.
3. Copies of manifests for all waste materials disposed of off-site.
1.4 JOB SITE ADMINISTRATION
A. In accordance with Article 2 of the General Conditions, provide a competent supervisory
representative with full authority to act for the Contractor at the site 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 110 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.
SIGMA ALPHA EPSILON GENE L ENVIRONMENTAL REQUIREMENTS 0 5 43-
122 MCG W PLACE
NDOW REPLACEMENT
PHASE ONE
November 6, 2015
(ORNELL UNIVERSITY SECTION 01 35 43
Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS
1.5 CLEARING, SITE PREP
TION AND SITE USE
A. In accordance with Section 01 14 00; only that portion of the working area that is absolutely
necessary and essential for the work shall be cleared for construction. All clearing should be
approved and performed to provide minimum practical exposure of soils.
B. The Contractor shall make every effort to avoid the destruction of plants, trees, shrubs and
lawns outside the area of construction so as not to unduly disturb the ecological or
environmental quality of the area.
1.6 NOISE
D VIB
*
TION
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. 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
JV 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.
SIGMA ALPHA EPSILON GENE
122 MCG' W PLACE
WINDOW REPLACEMENT
PHASE ONE
ENVIRONMENTAL REQUIREMENTS 01 35 43-2
November 6. 2015
CORNELL UNIVERSITY SECTION 01 35 43
Ithaca, New York GENE ENVIRONMENTAL REQUIREMENTS
2. Indiscriminate, arbitrary, or capricious operation of equipment in any stream corridors,
any wetlands, or any surface waters.
3, Pumping of any silt -laden water from trenches or other excavations into any storm
sewers, sanitary sewers, drainage ways, wetlands, or surface waters.
4. Damaging vegetation beyond the extent necessary for eonstruction 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.
5. 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 stonn 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 OUS 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 corning into
contact with any hazardous or toxic materials as a result of Contractor's performance or
failure to perform hereunder.
D. At the completion of project Contractor shall remove all unused chemical products and
hazardous materials from campus. Transportation of these materials shall be in accordance
with all federal, state, and local regulations. Request and receive written approval from
EH&S prior to disposal of any on-site disposal.
SIGMA ALPHA EPSILON GENE
122 MCG • W PLACE
WINDOW REPLACEMENT
PHASE ONE
ENVIRONMENTAL REQUIREMENTS 01 35 43-3
November 6, 2015
CORNELL UNIVERSITY SECTION 01 35 43
Ithaca, New York GENE L 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***
SIGMA ALPHA EPSILON GENERAL EN
122 MCG " W PLACE
WINDOW REPLACEMENT
PHASE ONE
RONMENTAL REQUIREMENTS 0 35 43-4
Novembcr 6, 2015
0
Contractor Na
0
z
0
T:7
CU Project Manager:
0
Project Start Date:
0
(2
0
0
00
.51
0
1
0
0
JO 0
spunoID
SHg
qulluny sc[sw
0
JOPUJI1103
IT311103
payaupsg
0
0
0
(2)
0
0
(-)
0
L)
t)
materials expected to be general
4. Further description o
5. Contractor Certification
Ft'
z
0
0
0
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 asbestifonn varieties of: Chrysotile (serpentine); crocidolite
(riebeckite); amosite (cum- ming,tonitegrunerite); 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 of 3
Contaminated PPE & Materials: Any personal protective equipment such as gloves, coveralls, boot
covers, respirator cartridges etc.; or rags, tools, articles or other material that has become adulterated by a
hazardous material, and which meets the definition of hazardous waste or is considered unsuitable for
disposal as regular trash.
Exempt C&D and Stump Facilities: The following facilities are exempt from Solid waste management
facility permitting requirements provided the facilities operate only between the hours of sunrise and sunset,
and (if the allowable waste comes from an off-site source) no fee or other form of consideration is required
for the privilege of using the facility for disposal purposes:
(i) A site at which only the following C&D debris is placed: recognizable uncontaminated concrete and
concrete products (including steel or fiberglass reinforcing rods that are embedded in the concrete), asphalt
pavement, brick, glass, soil and rock. (Recognizable means solid waste that can be readily identified as
C&D debris by visual observation.)
(ii) A landfill for the disposal of trees, stunws, 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 •euse.
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 retum flows or industrial discharges that are point
sources subject to permit under 33 USC 1342, or source, special nuclear or by-product material as defined
by the Atomic Energy Act of 1954, except as may be provided by existing agreements between the State of
New York and the government of the United States.
Solvents: Substances (usually liquid) suitable for, or employed in, solution, or in dissolving something;
as, water is the appropriate solvent for most salts, alcohol for resins, ether for fats, and mercury or acids for
metals, etc. Typically these are chemicals are used as paint thinners or cleaning solutions.
Spoil: Refuse material removed from an excavation.
Used Oil: Any oil refined from crude oil, or any synthetic oil, that has been used, and as a result of such
use is contaminated by physical or chemical impurities. "See 6 NYCRR 374-2 or 40 CFR 279"
Thermostats: Any mercury -containing thermostat as defined in 6 NYCRR 374-3.1(d), or 40 CFR 273.4
Uncontaminated C&D Debris: C&D Debris that is not mixed or commingled with other solid waste at
the point of generation, processing or disposal, and that is not contaminated with spills of a petroleum
product, hazardous waste or industrial waste. Contamination from spills of a petroleum product does not
include asphalt or concrete pavement that has come into contact with petroleum products through normal
vehicle use of the roadway.
Revision date: May 2010
Page 3 of 3
CORNELL UNIVERSITY
Ithaca, New York
SECTION 0 35 44 SPILL CONTROL
1.0 GENE
1.1 SPILL PREVENTION
SECTION 01 35 44
SPILL CONTROL
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:
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 siniilar containment barrier has been placed to prevent the inadvertent
discharge to the environment of harmful quantities of any products.
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 PROCED
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).
SIGMA ALPHA EPSILON
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WINDOW REPLACEMENT
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SPILL CONTROL 0 5 44-1
November 6, 2015
CORNELL UNIVERSITY SECTION 01 35 44
Ithaca, New York SPILL CONTROL
2. Limit the discharge of product, if safely possible, by: (1) diverting discharge to a
containment area; (2) creating temporary dikes with soils or other available materials; and
(3) utilizing sorbent materials. If secondary containment is present, verify that valves and
drains are closed prior to diverting the product to this area.
3. The individual discovering a spill shall initiate containment procedures to prevent material
from reaching a potential migratory route, through implementation of the following actions,
or any other methods necessary. Methods employed shall not compromise worker safety.
a. Stop the spill at once (if possible).
b. Extinguish sources of ignition (e.g., flames, sparks, hot surfaces, cigarettes, etc.).
c. Clear personnel from the spill location and rope off the area.
d. Utilize available spill control equipment in an effort to ensure that fires,
explosions, and releases do not occur, recur, or spread.
e. Use sorbent materials to control the spill at the source.
f. Construct a temporary containment dike of sorbent materials, cinder blocks,
bricks, or other suitable materials to help contain the spill.
g. Attempt to identify the character, exact source, amount, and area of the released
materials. Identification of the spilled material should be made as soon as possible
so that the appropriate cleanup procedure can be identified.
h. Assess possible hazards to human health or the environmentas 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 foliowing 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.
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.
SIGMA ALPHA EPSILON
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
SPILL CONTROL 01 35 44-2
November 6, 2015
COR NELL UN I VERSITY SECTION 01 35 44
Ithaca, New York SPILL CONTROL
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.
SIGMA ALPHA EPSILON
122 MCG *WPLACE
WINDOW REPLACEMENT
PHASE ONE
SPI
CONTROL 0 5 44-3
November 6, 2015
CO ' ELL UNIVERSITY
Ithaca, New York
1.3 SPILL REPORTING AND DOCUMENTATION
SECTION 01 35 44
SPILL CONTROL
In the event of a spill CALL CO • ELL POLICE AT 255-1111 who will notify the appropriate
departments within the university and coordinate with the contractor for external reporting, if
required.
The contractor shall be responsible for the initiation of spill reporting and documentation
procedures. All petroleum spills must be reported to NYSDEC Spill Hotline at 1-800- 457-7362,
less than two hours following discovery. Notification must be made to Cornell Environmental
Health and Safety (EH&S), 607.255.8200, within 24 hours of reporting the release. The Contractor
will be expected to provide EH&S with the DEC issued spill number. Any petroleum spill must
be reported to NYSDEC unless ALL of the following criteria apply:
TABLE 1
CRITERIA TO EXEMPT SPILL REPORTING
let
Quantity
Containment
Contro
The spill must be hown to be less than 5 gallons.
The spill must be contained on an impervious surface or within an
in ervious structure, such that it cannot enter the enviroiiment
The spill must be under control and not reach a draM 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.
SIGMA ALPHA EPSILON SPILL CONTROL 0 35 44-4
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
November 6, 2015
CORNELL UNIVERSITY SECTION 01 35 44
SPILL CONTROL
Ithaca, New York
7. The extent of the actual and potential water pollution.
8. The name and telephone number of the person in charge of operations at the spill site.
9. The steps being taken or proposed to contain and cleanup the released or spilled material
and any precautions taken to minimize impacts, including evacuation.
10. The extent of injuries, if any.
11. Any known or anticipated acute or chronic health risks associated with the emergency, and
information regarding necessary medical attention for exposed individuals.
12. Assistance required, if any,
If the release of a hazardous substance or oil occurs in an amount which exceeds a reportable
quantity (RQ) as defined in 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or 6
NYCRR Part 597, then the Contractor shall do the following:
1. Call to the National Response Center shall be made by the person in charge of the site.
The applicable phone numbers are 1-800-424-8802 or 1-202-426-2675.
2. Within 14 days of the release, submit a written description of the release. The description
should include: (1) a description of the release, (2) the type of material released, (3)
estimated amount of the spill; (4) the date of the release, (5) an explanation of why the
release occurred; and (6) a description of the measures to be implemented to prevent and
control future releases,
(I)Reportable Quantity: A Reportable Quantity is the quantity of a hazardous substance or oil that
triggers reporting requirements under the Comprehensive Emergency Response, Compensation,
and Liability Act (CERCLA) (USEPA, September 1992). While the Contractor is legally
responsible for knowing the risks of materials that are part of construction, members of the owner's
spill response team have access to information that may help identify these quantities with you.
(2)Harn?ful 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***
SIGMA ALPHA EPSILON SPILL CONTROL 01 35 44-5
122 MCG • W PLACE
WINDOW REPLACE NT
PHASE ONE
November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
SECTION 01 41 00
REGULATORY REQUIREMENTS
SECTION 01 41 00 REGULATORY REQUIREMENTS
1.0 GEN
1.1 PE
TS 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.
1. City of Ithaca building permit applications shall be presented for review at the regularly
scheduled Owner's meeting with the Authority Having Jurisdiction (AHJ).
B, All Construction / Building / Hot Work and Occupancy permits shall be issued and
maintained through the City of Ithaca.
1.2 INSPECTIONS
A. Apply for and obtain all required inspections, pay all fees and charges for same.
L3 COMPLIANCE
A. The Contractor shall give all notices, pay all fees and comply with all laws, rules and
regulations applicable to the Work.
1.4 OWNER'S REQUIREMENTS
A. The Contractor, Subcontractors, and employees of the Contractor and Subcontractors shall
comply with all regulations governing conduct, access to the premises, operation of
equipment and systems, and conduct while in or near the premises and shall perform the Work
in such a manner as not to um-easonably 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 hot 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
SIGMA ALP EPSILON
122 MCG • -W PLACE
WINDOW REPLACEMENT
PHASE ONE
***END OF SECTION 01 41 00***
REGULATORY REQUIREMENTS
01 41 00-1
November 6, 2015
CORNELL UNIVERSITY SECTION 01 42 00
REFERENCES
Ithaca, New York
SECTION 01 42 00 REFERENCES
1.0 GENE
1.1 INTENT OF CONTRACT DOCUMENTS
A. Notes
- ins
ructions 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:
I. Building Code of New York State
2. BCNYS Referenced Codes
3. National Electric Code
4. Occupational Safety and Health Administration (OSHA).
5. Life Safety Code NFPA 101.
6. All local ordinances
7. Mechanical Code of New York State
8. Fuel Gas Code of New York State,
9. Fire Code of New York State.
10. Plans and Specifications in excess of code require en s and not contrary to same.
1.2 RELATED DOC ENTS
A. Drawings and general provisions of the Contract, including General and otherDivision 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.
SIGMA ALPHA EPSILON REFERENCES 01 42 00-1
122 MCG" W PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
SECTION 01 42 00
REFERENCES
C. "The Contract": The Contract Documents form the Contract for construction and represent
the entire integrated Agreement between the Owner and Contractor.
D. "The Work": The work comprises the completed construction required by the Contract
Documents and includes all labor necessary to produce such construction and all materials
and equipment incorporated in such construction.
E. "Owner": Cornell University a New York corporation.
F. "Architect/Engineer: The Architect or Engineer is the person lawfully licensed to practice
architecture and/or engineering in the state of New York, identified as such in the Owner
Contractor Agreement, and is referred to throughout the Contract Documents as if singular in
number. The terins Architect and/or Engineer mean the Architect and/or his authorized
representative.
G. "Contractor": The Contractor, person, firm, or corporation with whom the Construction
Agreement contract is made by Owner.
H. "Subcontractor": A person, firm, or corporation, supplying labor and/or materials for work
at site of the project for and under separate contract or agreement with Contractor.
I. "As Approved" or "Approved": Architect's or Owner's approval.
J, "As Directed": Owner's direction or instruction. Other terms including "requested,"
"authorized," "selected," "required," and "permitted" have the same meaning as "directed."
K. indicated": Requirements expressed by graphic representations or in written form on
Drawings, in Specifications, and in other Contract Documents. Other terms including
"shown," "noted," "scheduled," and "specified" have the same meaning as "indicated."
L. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having
jurisdiction, and rules, conventions, and agreements within the construction industry that
control performance of the Work.
M. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly,
installation, and similar operations.
N. "Install": Operations at Project site including unloading, temporarily storing, unpacking,
assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing,
protecting, cleaning, and similar operations.
O. "Reinstall". To place back into a former position.
P. "Replace". Provide a substitute for.
Q, "Provide": Furnish and install, complete and ready for the intended use.
R. "Concealed': Work installed in pipe shafts, chases or recesses, behind furred walls. above
ceilings, either permanent or removable.
S. "Exposed": All capital Work not identified as concealed.
SIGMA ALPHA EPSILON
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WINDOW REPLACEMENT
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REFERENCES 01 42 0 -2
November 6, 2015
CORNELL UNIVERSITY SECTION 01 42 00
aca, New York
REFERENCES
T. "Project Site"; Space available for perfonning construction activities. The extent of Project
site is shown on Drawings and may or may not be identical with the description of the land
on which Project is to be built.
U. "As -Built Documents": Drawings and other records that are maintained by the Contractor to
record all conditions which exist when the building construction is completed. This includes
both the elements of the project itself and existing elements that are encountered during the
course of project construction.
V. "Record Drawings": Shows construction changes in the project and the final location of all
services, lines, outlets, and connections including underground and concealed items. The
"record" drawings shall be compiled by the Architect based on the working as -built drawings
and revised in accordance with the marked up drawings submitted by the Contractor.
W. "Shop Drawings": Drawings, diagrams, illustrations, charts, brochures, and other data that
are prepared by Contractor or any Subcontractor, manufacturer, supplier or distributor, for
some portion of the work.
X. "Samples": Physical examples furnished to illustrate materials, equipment or workmanship,
and to establish standards by which the work will be judged.
Y. "General Conditions": The standardized contractual provisions describing the
responsibilities, rights and relationships of the Owner and Contractor under the construction
contract.
Z. "Contract Limit Lines": A limit line or perimeter line established on the drawings or
elsewhere in the contract documents defining the boundaries of the site available to the
contractor for construction purposes.
AA. "to do", "provide", "furnish", "install", etc., in these Specifications or on Drawings are
directions given to the Contractor;
1.4 0 ER AGREEMENTS
A. Cornell University and the Tompkins -Cortland Counties Building Trades Council,
Maintenance Division have entered into an agreement. The local unions which are members
of the Tompkins -Cortland Counties Building Trades Council, Maintenance Division are as
follows:
Local #241 - International Brotherhood of Electrical Workers
Local #267 - United Association of Plumbers and Steamfitters
Local #281 - United Brotherhood of Carpenters
Local #3NY - International Union of Bricklayers and Allied Craftworkers
Local #178 - International Union of Painters and Allied Trades
Local #112 - International Brotherhood of Sheetmetal Workers
Local #785 - Laborers International Union ofNorth America
The definition of craft maintenance as applied to this agreement shall be as follows:
SIGMA ALPHA EPSILON REFERENCES 0 42 00-
122 MCG ' W PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
All work associated with the demolition, repair, replacement, improvement to or
construction of equipment, buildings, structures, utilities, and/or system or components
thereof. Craft maintenance for trades assistants shall be limited to work assigned to
individuals employed as building trade laborers and which directly assists the craft work
perfonned by other employees covered by this agreement; the Employer is free to assign
such work; provided, however, such assignment does not fall within the craft performed
by other employees covered by this agreement.
1.5 INDUSTRY ST
S
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 per onn a required constructionactivity, obtain
copies directly from publication source.
D. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and
acronyms are used in Specifications or other Contract Documents, they shall mean the
recognized name of the organizations responsible for the standards and regulations in the
following list. Names, telephone numbers, and Web sites are subject to change and are
believed to be accurate and up-to-date as of the date of the Contract Documents.
ADAAG Americans with Disabilities Act (ADA)
Architectural Baniers Act (ABA)
Accessibility Guidelines for Buildings and Facilities
Available from Access Board
www.access-board.gov
(800) 872-2253
(202) 272-0080
CFR Code of Federal Regulations (866) 512-1800
Available from Govenunent Printing Office (202) 512-1800
www.gpoaccess.gov/cfr/index.html
FS Federal Specification (215) 697-6257
Available from Department of Defense Single Stock Point
http://dodssp.daps.dla.mil
Available from Defense Standardization Program
www.dps.dla.mil
SIGMA ALPHA EPSILON REFERENCES 01 42 00-4
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
Available from General Services Administration (202) 619-8925
www.gsa.gov
Available from National Institute of Building Sciences
(202) 289-7800
www.nibs.org
UFAS Uniform Federal Accessibility Standards (800) 872-2253
Available from Access Board (202) 272-0080
www.access-board.gov
1.6 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or
other Contract Documents, they shall mean the recognized name of the entities in the
following list. Names, telephone numbers, and Web sites are subject to change and are
believed to be accurate and up-to-date as of the date of the Contract Documents.
Aluminum Association, Inc. (The)
www luminum.org
AAADM American Association of Automatic Door Manufacturers
www.aaadin.com
(703) 358-2960
(216) 241-7333
AABC Associated Air Balance Council (202) 737-0202
www.aabchq.com
AAMA American Architectural Manufacturers Association (847) 303-5664
www.aamanet.org
AASHTO American Association of State Highway and (202) 624-5800
Transportation Officials
www.transportation.org
AATCC American Association of Textile Chemists and Colorists (The)
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
(919) 549-8141
(866) 956-5888
(202) 367-1155
(248) 848-3700
ACPA American Concrete Pipe Association (972) 506-7216
www.concrete-pipe.org
SIGMA ALPHA EPSILON REFERENCES 01 42 00-5
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL UNIVERSITY SECTION 0 42 00
Ithaca, New York REFERENCES
AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257-2530
www.aeic.org
AF&PA American Forest & Paper Association
www.afandpa.org
AGA American Gas Association
www.aga.org
AGC Associated General Contractors of America (The)
www.agc.org
Association of Home Appliance Manufacturers
www.aham.org
Asphalt Institute
www.asphaltinstitute.org
(800) 878-8878
(202) 463-2700
(202) 824-7000
(703) 548-3118
(202) 872-5955
(859) 288-4960
AIA American Institute of Architects (The) (800) 242-3837
www.aia.org (202) 626-7300
AISC American Institute of Steel Construction (800) 644-2400
www.aisc.org (312) 670-2400
AISI American Iron and Steel Institute (202) 452-7100
www.steel.org
AITC American Institute of Timber Construction (303) 792-9559
www.aitc-glulam.org
ALCA Associated Landscape Contractors of America
(Now PLANET - Professional Landcare Network)
ALSC American Lumber Standard Committee, Incorporated
www.alsc.org
AMCA Air Movement and Control Association International, Inc.
www.amca.org
ANSI American National Standards Institute
www.ansi.org
AOSA Association of Official Seed Analysts,
www.aosaseed.com
APA APA - The Engineered Wood Association
www.apawood.org
SIGMA ALPHA EPSILON
122 MCG* W PLACE
WINDOW REPLACEMENT
PHASE ONE
FERENCES
(301) 972-1700
(847) 394-0150
(202) 293-8020
(505) 522-1437
(253) 565-6600
01 42 00-6
November 6, 20
CO' ELL UNIVERSITY
Ithaca, New York
SECTION 01 42 00
REFERENCES
APA Architectural Precast Association (239) 454-6989
www.archprecast.org
API American Petroleum Institute (202) 682-8000
www.api.org
a
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
AS E American Society of Heating, Refrigerating and (800) 527-4723
Air -Conditioning Engineers (404) 636-8400
www.ashrae.org
ASME ASME International
(The American Society of Mechanical Engineers International)
www.asme.org
ASSE American Society of Sanitary Engineering
www.asse-plumbing.org
(800) 843-2763
(973) 882-1170
(440) 835-3040
ASTM ASTM International (610) 832-9585
(American Society for Testing and Materials International)
www.astimorg
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)
www.bia.org
BICSI BICSI
www.bicsi.org
(703) 620-0010
(800) 242-7405
(813) 979-1991
SIGMA ALPHA EPSILON
REFERENCES 01 42 00-7
122 MCG • W PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
B SSC Baking Industry Sanitation Standards Committee (866) 342-4772
www.bissc.org
CCC Carpet Cushion Council (203) 637-1312
www.carpetcushion.org
CDA Copper Development Association (800) 232-3282
www.copper.org (212) 251-7200
CGA Compressed Gas Association (703) 788-2700
www.cganet.com
CIMA Cellulose Insulation Manufacturers Association (888) 881-2462
www.cellulose.org (937) 222-2462
CISCA Ceilings & Interior Systems Construction Association (630) 584-1919
www.cisca.org
CISPI Cast Iron Soil Pipe Institute (423) 892-0137
www.cispi.org
CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583
www.chainlinkinfo.org
CPA Composite Panel Association (301) 670-0604
www.pbmdf com
CPPA Conugated 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
SIGMA ALPHA EPSILON
122 MCG " W PLACE
WINDOW REPLACEMENT
PHASE ONE
REFERENCES 01 42 00-8
November 6, 2015
CORNELL LIN IVERSITY SECTION 01 42 00
Ithaca, New York F NCES
DHI Door and Hardware Institute (703) 222-2010
www.dhi.org
EIA Electronic Industries Alliance (703) 907-7500
www.eia.org
EIMA EIFS Industry Members Association (800) 294-3462
www.eima.com (770) 968-7945
EJCDC Engineers Joint Contract Documents Committee (703) 295-5000
www.ejdc.org
EJMA Expansion Joint Manufacturers Association, Inc. (914) 332-0040
www.ejma,org
ESD ESD Association (315) 339-6937
www.esda.org
FMG FM Global (401) 275-3000
www.finglobal.com
FSA Fluid Sealing Association (610) 971-4850
www.fluidsealing.com
FSC Forest Stewardship Council 49 228 367 66 0
www.fsc.org
GA Gypsum Association (202) 289,5440
www.gypsum.org
GANA Glass Association of North America (785) 271-0208
www.glasswebsite.com
GS Green Seal (202) 872-6400
www.greenseal.org
GSI Geosynthetic Institute (610) 522-8440
www.geosynthetic-institute.org
HI Hydraulic Institute (888) 786-7744
www.pumps.org (973) 267-9700
HI Hydronics Institute (908) 464-8200
www.gamanet.org
HPVA Hardwood Plywood &Veneer Association (703) 435-2900
www.hpva,org
SIGMA ALPHA EPSILON
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
REFERENCES
November 6, 2015
CO "`; ELL UNIVERSITY
Ithaca, New York
SECTION 01 42 00
REFERENCES
HMV H. P. White Laboratory, hnc. (410) 838-6550
www.hpwhite.com
IBR Institute of Boiler & Radiation Manufacturers
ICEA Insulated Cable Engineers Association, Inc.
www.icea.net
(770) 830-0369
ICRI International Concrete Repair Institute, Inc. (847) 827-0830
www.icri.org
IEC International Electrotechnical Commission 41 22 919 02 11
www.iec.ch
IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419-7900
www.ieee.org
IESNA Illuminating Engineering Society of North America (212) 248-5000
www,iesna.org
IEST Institute of Environmental Sciences and Technology (847) 255-1561
www.iest.org
IGCC Insulating Glass Certification Council (315) 646-2234
www.igcc.org
IGMA Insulating Glass Manufacturers Alliance (613) 233-1510
www.igrnaonline.org
ILI Indiana Limestone Institute of America, Inc. (812) 275-4426
www.iliai.com
ISO International Organization for Standardization 41 22 749 01 11
www.iso.ch
Available from ANSI (202) 293-8020
www.ansi.org
ISSFA Irternational 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
SIGMA ALPHA EPSILON
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE
REFERENCES
November 6, 2015
CG . NELL UNIVEI SITY SECTIONirTION01 42
Ithaca, New York FERENCES
LMA Laminating Materials Association
(Now part of CPA)
LPI Lightning Protection Institute
www,lightning.org
MBMA Metal Building Manufacturers Association
www.mbma.com
MFMA Maple Flooring Manufacturers Association, Inc.
www.maplefloor.org
MFMA Metal Framing Manufacturers Association
www.metalframingmfg.org
Material Handling Industry of America
www.mhia.org
MIA Marble Institute of America
www.rnarble-institute.com
MPI Master Painters Institute
www.paintinfo.com
MSS Manufacturers Standardization Society of The Valve and
Fittings Industry Inc.
www.mss-hq.com
NAAMM National Association of Architectural Metal
www.naamm.org
actur•eis
NACE NACE International
(National Association of Corrosion Engineers International)
www.nace.org
NADCA National Air Duct Cleaners Association
www.nadca.com
N A North American Insulation Manufacturers Association
www.nauna.org
NBGQA National Building Granite Quarries Association, Inc.
www.nbgqa.com
NCAA National Collegiate Athletic Association (The)
www.ncaa.org
SIGMA A PHA EPSILON
122 MCG " W PLACE
WINDOW REPLACEMENT
PHASE ONE
REFERENCES
(800) 488-6864
(804) 314-8955
(216) 241-7333
(847)480-9138
(312) 644-6610
(800) 345-1815
(704) 676-1190
(440) 250-9222
(888) 674-8937
(703) 281-6613
(312) 332-0405
(800) 797-6623
(281) 228-6200
(202) 737-2926
(703) 684-0084
(800) 557-2848
(317) 917-6222
0 42 00-11
November 6, 2015
COQ_ EI L t1NI BST Y SECTION 01 42 Ot
Ithaca, New York REFERENCES
NCMA National Concrete Masonry Associatio
www.nclnna.org
NCPI National Clay Pipe Institute
www.ncpi.org
(703) 713-1900
(262) 248-9094
NCTA National Cable & Telecommunications Association (202) 775-3550
www.ncta.com
NEBB National Environmental Balancing Bureau (301) 977-3698
www.nebb.org
NECA National Electrical Contractors Association (301) 657-3110
www.necanet.org
NeLMA Northeastern Lumber Manufacturers' Association (207) 829-6901
www.nelma.org
NEMA National Electrical Manufacturers Association (703) 841-3200
www.nema.org
NETA InterNational Electrical Testing Association (888) 300-6382
www.netaworld.org (303) 697-8441
NFHS National Federation of State High School Associations (317) 972-6900
www.nfhs.org
NFPA NEPA (800) 344-3555
(National Fire Protection Association) (617) 770-3000
www.nfpa.org
NFRC National Fenestration Rating Council (301) 589-1776
www.nfrc.org
NGA National Glass Association (866) 342-5642
www.glass.org (703) 442-4890
NI -ILA National Hardwood Lumber Association (800) 933-0318
www.natlhardwood.org (901) 377-1818
NLGA National Lumber Grades Authority (604) 524-2393
www.nlga.org
NOFMA NOFMA: The Wood Flooring Manufacturers Association (901) 526-5016
www.nofma.org
NBCA National Roofing Contractors Association (800)323-9545
www.lnrca.net (847) 299-9070
SIGMA ALPHA EPSILON REFERENCES 0142 00-2
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
NRMCA National Ready Mixed Concrete Association (888) 846-7622
www.rinnca.org (301) 587-1400
NSF NSF International (800) 673-6275
(National Sanitation Foundation International) (734) 769-8010
www.nsf.org
NSSGA National Stone, Sand & Gravel Association (800) 342-1415
www.nssga.org (703) 525-8788
NTMA National Terrazzo & Mosaic Association, Inc. (The) (800) 323-9736
www.ntma.com (540) 751-0930
NYBFU New York Board of Fire Underwriters (212) 227-3700
www.nybfu.org
PCI Precast/Prestressed Concrete Institute (312) 786-0300
www.pci.org
PDCA Painting & Decorating Contractors of America (800) 332-7322
www.pdca.com (314) 514-7322
PDI Plumbing & Drainage Institute (800) 589-8956
www.pdionline.org (978) 557-0720
PGI PVC Geomembrane Institute (217) 333-3929
http://pgi-tp.ce,uiuc.edu
PLANET Professional Landcare Network (800) 395-2522
www.landcarenetwork.org
PTI Post -Tensioning Institute (602) 870-7540
www.post-tensioning.org
RCSC Research Council on Structural Connections (800) 644-2400
www.boltcouncil.org (312) 670-2400
RFCI Resilient Floor Covering Institute (301) 340-8580
www.rfci.com
RIS Redwood Inspection Service (888) 225-7339
www.calredwood.org (415) 382-0662
SAE SAE International (877) 606-7323
www.sae.org (724) 776-4841
SBI Steel Boiler Institute
SIGMA ALPHA EPSILON REFERENCES 01 42 00-13
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNET UNIVERSITY
Ithaca, New York
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
Secuiity Industry Association
www.siaonline.org
ION 01 42 00
FER.ENCES
(847) 458-4647
(440) 899-0010
(516) 294-5424
(315) 646-2234
(703) 683-2075
SJI Steel Joist Institute (843) 626-1995
www.steeljoist.org
SMA Screen Manufacturers Association (561) 533-0991
www.smacentral.org
SMACNA Sheet Metal and Air Conditioning Contractors' (703) 803-2980
National Association
www.smacna.org
SMPTE Society of Motion Picture and Television Engineers (914)761-1100
www.smpte.org
SPFA Spray Polyurethane Foam Alliance (800) 523-6154
www.sprayfoam.org
SPIE Southern Pine Inspection Bureau (The) (850) 434-2611
www.spib.oi-g
SPRI Single Ply Roofing Industry (781) 647-7026
www.spri.org
SSINA Specialty Steel Industry of North America (800) 982-0355
www.ssina.com (202) 342-8630
SSPC SSPC: The Society for Protective Coatings (877) 281-7772
www.sspc.org (412) 281-2331
STI Steel Tank Institute (847) 438-8265
www.steeltank.com
SWI Steel Window Institute (216) 241-7333"
www.steelwindows.com
SIGMA ALPHA EPSILON REFERENCES 01 42 00-4
122 MCGW PLACE
WINDOW REPLACEMENT
PHASE ONE Ne,kcr 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
SECTION 01 42 00
REFERENCES
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
www.masonrysociety.org
TPI Truss Plate Institute, Inc.
www.tpinst.org
TPI Turfgrass Producers International
www.turfgrasssod.org
TRI Tile Roofing Institute
www.tileroofing.org
UFPO Underground Facilities Protective Organization
www.ufpo.org
Underwriters Laboratories Inc.
www.ul.com
Uni-Bell PVC Pipe Association
www.uni-belLorg
USGBC U.S. Green Building Council
www.usgbc.org
WASTEC Waste Equipment Technology Association
www.wastec.org
WCSC Window Covering Safety Council
www.windowcoverings.org
WDMA Window & Door Manufacturers Association
www.wdma.com
WI Woodwork Institute
www.wicnet.org
WMMPA Wood Moulding & Millwork Producers Association
www.winmpa.com
(
939-9700
(703) 683-1010
(847) 649-5555
(312) 670-4177
(800) 962-7962
(800) 962-7811
(877) 854-3577
(847) 272-8800
(972) 243-3902
(202) 828-7422
(800) 424-2869
(202) 244-4700
(800) 506-4636
(800) 223-2301
(916) 372-9943
(800) 550-7889
(530) 661-9591
01 42 00-15
SIGMA ALPHA EPSILON
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
REFERENCES
November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
WSRCA Western States Roofing Contractors Association
www,wsrca.com
SECTION 01 42 00
REFERENCES
(800) 725-0333
(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.iapino.org
ICC International Code Council (888) 422-7233
www.iccsafe.org (703) 931-4533
ICC -ES ICC Evaluation Service, Inc. (800) 423-6587
www.icc-es.org (562) 699-0543
NEC National Electric Code
C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications
or other Contract Documents, they shall mean the recognized name of the entities in the
following list. Names, telephone numbers, and Web sites are subject to change and are
believed to be accurate and up-to-date as of the date of the Contract Documents,
CE Army Corps of Engineers
www.usace.army.mil
CPSC Consumer Product Safety Commission
www.cpsc.gov
(800) 638-2772
(301) 504-7923
DOC Department of Commerce (202) 482-2000
www.commerce.gov
(215) 697-6257
DOD Department of Defense
http://.dodssp.daps.dla.mil
DOE
EPA
Department of Energy
www.energy.gov
Environmental Protection Agency
www.epa.gov
FAA Federal Aviation Administration
www.faa.gov
SIGMA ALPHA EPSILON
122 MCG ' W PLACE
WINDOW ' PLACEMENT
PHASE ONE
(202) 586-9220
(202) 272-0167
(866) 835-5322
REFERENCES 01 42 00-16
November 6, 2015
CORNELL UNIVERSITY
SECTION 01 42 00
Ithaca, New York REFERENCES
FCC Federal Communications Conimission
www.fcc.gov
FDA Food and Drug Administration
www.fda.gov
GSA General Services Administration
iArww.gsa.gov
Department of Housing and Urban Development
www.hud.gov
LBL Lawrence Berkeley National Laboratory
www.lbl.gov
National Cooperative Highway Research Program
(See TRB)
NIST National Institute of Standards and Technology
www.nist.gov
OSHA Occupational Safety & Health Administration
www.osha,gov
PBS Public Building Service
(See GSA)
(888) 225-5322
(888) 463-6332
(800) 488-3111
(202) 708-1112
(510) 486-4000
(301) 975-6478
(800) 321-6742
(202) 693-1999
PHS Office of Public Health and Science (202) 690-7694
www.osophs.dhhs.gov/ophs
RUS Rural Utilities Service (202) 720-9540
(See USDA)
SD State Department (202) 647-4000
www.state.gov
TRB Transportation Research Board (202) 334-2934
www.nas.edu/trb
USDA Department of Agriculture (202) 720-2791
www.usda.gov
USPS Postal Service (202) 268-2000
www.usps.com
2.0 PRODUCTS - NOT USED
3.0 EXECUTION - NOT USED
****END OF SECTION 01 42 00****
SIGMA ALPHA EPSILON REFERENCES 01 42 00-17
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
SECTION 01 45 00 QUALITY CONTROL
1.0 GENE'
1.1 DESCRIPTION
SECTION 01 45 00
REFERENCES
A. The Contractor shall provide and rnaintain 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. hiclude 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 fo owing:
i. Appointment
Appointment o official representatives of participants in the Project.
iii. Review of existing conditions and affected work, and testing thereof as
required.
iv. Review of installation procedures and requirements.
v. Review of environmental and site condition requirerne
vi. Schedule of the applicable portions of the Work.
viiSchedule of submission of samples, color chips, and items for Owners
consideration.
nts.
viii. Requirements for temporary facilities, site sign, offices, storage sheds,
utilities, fences, Section 01500.
ix. Requirements for notification for reviews. Allow a minimum of 48 hour
notice to Architect for review of the Work.
SIGMA ALPHA EPSILON
122 MCG " 'WPLACE
DOW REPLACEMENT
PHASE ONE
QUALITY CONTROL 0 45 00-1
November 6, 2015
CO.RNEL,L UNIVERSF1'V SECTION 01 45 00
Ithaca, New York
REFERENCES
x. Requirements for inspections and tests, as applicable. Schedule and
undertake inspections and tests in accordance with Section 01410.
xi. Delivery schedule of specified equipment.
xii. Special safety requirements and procedures.
b. The following minimum 'personnel shall be at the meeting:
i. Project Manager.
ii. Project Field Supervisor
iii. Subcontractor
iv Architect's Representative
v. Owner's Representative
vi. Commissioning Agent, when applicable
vii. Testing Agency, when applicable
2. Preparatory Inspection. Perform this inspection prior to beginning work on any definable
feature of work. Include a review of contract requirements with the supervisors directly
responsible for the performance of the work; check to assure that materials, products, and
equipment have been tested, submitted, and approved; check to assure that provisions have
been made for required control testing; examine the work area to ascertain that preliminary
work has been completed; physically examine materials and equipment to assure that they
conform to shop drawings and data and that the materials and equipment are on hand.
3. Initial Inspection. Perform this inspection as soon as work commences on a representative
portion of a particular feature of workmanship review control testing for compliance with
contract requirements.
4. Follow-up Inspections. Perform these inspections on a regular basis to assure continuing
compliance with contract requirements until completion of that particular work.
1.3 CONTROL OF OFF-SITE OPERATIONS
A. Perform factory quality control inspections for items fabricated or assembled off-site as
opposed to "off-the-shelf' items. The CQC Representative at the fabricating plant shall be
responsible for release of the fabricated items for shipment to the job site. The CQC
Representative at the job site shall receive the item and note any damage incurred during
shipment. The Contractor shall be responsible for protecting and maintaining the item in
good condition throughout the period of on-site and during erection or installation. Although
any item found to be faulty may be rejected before its use, final acceptance of an item by the
Owner is based on its satisfactory incorporation into the work and acceptance of the
completed project.
SIGMA ALPHA EPSILON QUALITY CONTROL 0 45 00-2
122 MCG " W PLACE
WINDOW REPLACEMENT
PHASE ONE
November 6, 2015
CO'`ELL UNIVERSITY SECTION 01 45 00
Ithaca, New York REFERENCES
1.4 0 ER'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 approve or to reject work performed
and to stop work in progress, if, in its opinion, the work is not in conformance with the
Contract Documents. The Representative shall not be authorized to make changes or
interpretations of the Contract Documents.
1. The Contractor shall maintain a project Deficiency/Issues Log in e -Builder to track non-
conforming materials or sub -standard workmanship identified by Owner's
Representative.
2.0 PRODUCTS -- NOT USED
3.0 EXECUTION — NOT USED
SIGMA ALPHA EPSILON
122 MCG " W PLACE
WINDOW REPLACEMENT
PHASE ONE
****END OF SECTION 01 45 00****
QUALITY CONTROL 0 45 00-3
November 6, 2015
CORNELL UNIVERSITY SECTION 01 50 00
TEMPO RY FACILITIES AND CONTROLS
Ithaca, New York
SECTION 01 50 00 TE
1.0 GENE
1.1 DESCRIPTION
PO
RY FACILITIES AND CONTROLS
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.
1.0 PRODUCTS
1.1 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.
1.2 TEMPO
RY 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 Contractor's field office, listing the telephone numbers for
emergency medical services: Physicians, ambulance services and hospitals.
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RY FAC TIES AND CONTROLS 01 50 00-1
November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
1.3 TEMPO
Y FIRE PROTECTION
TE
PORARY FAC
SECTION 01 50 00
LIT LS AND CONTROLS
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
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 pennanent 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 m any occupied building.
Smoking is prohibited in all Cornell University buildings.
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CORNELL UNIVERSITY SECTION 01 50 00
Ithaca, New York TEMPO RY FACILITIES AND CONTROLS
5. Closely supervise welding and torch -cutting operations in the vicinity of combustible
materials and volatile conditions.
6. Supervise locations and operations of portable heating units and fuel.
D. Maintain fire extinguishing equipment in working condition, with current inspection
certificate attached to each extinguisher.
E. Welding or burning operations shall be conducted under a Hot Work Permit issued in
accordance with Section 01 41 00. Where such work is permitted, the Contractor shall
provide an approved fire extinguisher in good operating condition within easy reach of the
operating personnel. In each instance, obtain prior approval of Cornell University
Environmental Health & Safety.
F. Advise Cornell University Environmental Health & Safety of any items affecting Life Safety,
e.g., road blockages, exit closing, etc.
1.4 CONSTRUCTION AIDS
A, Provide construction aids and equipment required to assure safety for personnel and to
facilitate the execution of the Work; personnel lifts, 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.
1.5 SUPPORTS
A. The Contractor shall include cost of all materials and labor necessary to provide all supports,
beams, angles, hangers, rods, bases, braces, etc. to properly support the Contract Work. All
supports, etc. shall meet the approval of the Architect.
B. Any and all supports that are of "custom" fabrication or installation shall be designed by the
Contractor's NYS licensed PE with stamped & signed shop drawings and calculations
provided for same.
1.6 TEMPO
RY ENCLOS
ES
A. Provide temporary weather -tight enclosure for building exterior, maintain in-place until
installation of permanent enclosures. Provide temporary weather -tight enclosure of window
openings 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, and to prevent entry of unauthorized persons.
1. Other enclosures shall be removable as necessary for work and for handling of
materials.
SIGMA ALPHA EPSILON TEMPORARY FACILITIES AND CONTROLS 01 50 00-3
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C:ORNEI.Is UNIVERSITY SECTION 01 50 00
Ithaca, New York
TEMPORARY FACILITIES AND CONTROLS
2. 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.
a, Close joints between sheet materials, and seal edges and intersections with
existing surfaces, to prevent penetration of dust or moisture.
2. Do not remove existing window sash until new window sash 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.
1.7 TREE, PLANT AND LA PROTECTION
A. Preserve and protect existing trees, plants and lawns at the site which are
remain, and those adjacent to the site.
B. Consult with Owner, and remove agreed -on roots and branches which
construction.
designated to
interfere with
1. Employ qualified tree surgeon to remove, and to treat cuts.
C. Protect root zones of trees, plants and lawn areas:
Do not allow vehicular traffic or parking.
2. Do not store materials or products.
3. Prevent dumping of refuse or chemically injurious materials or liquids.
4. Prevent puddling or continuous running water.
D. Replace, or suitably repair, trees, plants and lawn areas designated to remain
damaged or destroyed due to construction operations.
1.8 GUA
ILS AND BA
CADES
which are
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.
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TEMPORARYFACILITIES AND CONTROLS
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CORNELL UNIVERSITY
Ithaca, New York TEMPO
1 •
SECTION 01 50 00
Y FACILITIES AND CONTROLS
1 . Provide signs, warning lights, signals, flags and illumination as necessary to alert persons
to hazards and to provide safe, adequate visibility in areas of hazards.
2. Closed sidewalks need to be indicated with OSHA -approved signs, as well as, proper
barricades.
L9 PROJECT IDENTIFICATION AND SIGNS
A. No signs to be displayed at the project site, unless authorized by the Owner.
1.10 SEC 11 ITY
A. The Contractor shall provide security services as required to protect erests of the
Owner.
1.11 FIELD OFFICES
A. The Owner shall designate a space within the facility to serve as a field office for the use of
the Contractor and Owner.
B. Provide a designated break area within the project site limits to minimize interaction between
construction personnel and the Campus community.
2.0 EXECUTION
2.1 P
P TION
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.
I 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.
2.2 GENE
A. Comply with applicable requirements specified in sections of Division 02 through 40.
B. Make work structurally 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.
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November 6, 20
CORNELL, UNIVERSITY SECTION 01 50 00
Ithaca, New York
TEMPORARY FACILITIES AND CONTROLS
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.
II 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 perfonned 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.
2.3 REMOVAL
A. Completely remove temporary construction controls, materials, and equipment at
completion of the Project.
B Repair damage caused by installation or use of temporary facilities. Clean after removal.
***END OF SECTION 01 50 00***
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PHASE ONE November 6, 2015
CORNELL UNIVERSITY SECTION 01 51 00
Ithaca, New York TEMPORARY UTILITIES
SECTION 01 51 00 TE
1.0 GENE
1.1 DESCRIPTION
PO
RY UTILITIES
A. The Owner shall furnish temporary utilities required by all trades for construction.
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, GEN
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 TEMPO
RY 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.
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TEMPO
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CORNELL UNIVERSITY
Ithaca, New York
2.3 TEMPO
J,1
Y CONT
CTOR TELEPHONE SERVICE
TE
SECTION 01 51 00
PO • RY UTILITIES
A. Site Superintendent or their Representative shall carry a cellular telephone at all tirnes.
B. Pay all costs and service charges associated with Contractor Telephone.
2.4 TEMPO
111 , I
YS
IT
Y FACILITIES
A. Provide adequate toilet and washing facilities for the use of personnel and employees; locate
convenient to work stations.
1. Facilities to be placed within the designated Contractor's Staging Area at the southeast
corner of the parking lot,
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. Portable toilet to be placed within the designated
Contractor's Staging Area at the southeast corner of the parking lot.
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.
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***END OF SECTION 01 51 00***
TEMPO
RY UTILITIES 01 51 00-2
November 6, 2015
CORNELL UNIVERSITY SECTION 01 66 00
Ithaca, New York STORAGE AND PROTECTION
SECTION 0 66 00 STORAGE AND PROTECTION
1.0 GENE'L
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 T NSPORTATION AND IIANDLING
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 rninirnize long-term storage at Project site and to prevent overcrowding
of construction space.
C. Coordinate delivery with installation time to ensure minimum holding time for items that are
flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.
D, Deliver products to Project site in an undamaged condition in manufacturer's original sealed
container or other packaging system, complete with labels and instructions for handling,
storing, unpacking, protecting, and installation.
E. Promptly inspect shipments to assure that products comply with requirements, quantities are
correct and products are undamaged.
F. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement or damage.
1.3 ON-SITE STO GE
A. Materials stored on the Site shall be neatly piled and protected, and shall be stored in a neat
and orderly manner in locations that shall not interfere with the progress of the Work or with
the daily functioning of the Institution.
B. Materials subject to weather damage shall be protected against the weather by floored
weatherproof temporary storage sheds.
C. Comply with product manufacturer's written instructions for temperature, humidity,
ventilation, and weather -protection requirements for storage.
SIGMA ALPHA EPSILON STO
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GE AND PROTECTION 01 66 00-1
November 6, 2015
CORNELL UNIVERSITY SECTION 01 66 00
Ithaca, New York STO GE AND PROTECTION
D. Storage piles and sheds shall be located within the area designated as the Staging Area. The
Contractor shall work to insure that the condition of the staging area has no negative impact
on the Campus, visually or otherwise; and that outside of that area. The Contractor has no
impact at all on the Campus.
E. Materials stored within the building shall be distributed in such a manner as to avoid
overloading of the structural frame, and never shall be concentrated in such a manner as to
exceed the equivalent of 50 pounds per square foot uniformly distributed loading. Stored
materials shall be moved if they interfere with the progress of the work.
F. Should it become necessary during the course of the Work to move stored materials or
equipment, the Contractor, at the direction of the Owner or the Owner's Representative, shall
move such materials or equipment.
1.4 PALM ROAD STORAGE
A. All property including construction materials and equipment stored at the Palm Road location
shall be stored at the Contractor's sole risk. The Contractor is solely responsible for repair or
replacement of property due to any cause of loss.
B. The Contractor agrees to hold Cornell harinless from any accidentor injury occurring at Palm
Road storage site associated with the Contractor's storage.
C. The Contractor understands that Cornell makes "no" warranty regarding any security at the
Palm Road site.
D. The Contractor agrees that it is solely responsible for any cleanup of any site contamination
caused by the Contractor's storage or storage operations and the Contractor agrees to pay for
cleanup of any contamination and restore the site back to the same condition it was found.
E. It shall be assumed that the Contractor is responsible for site contamination unless the
Contractor has reported condition prior to moving storage materials and equipment onto the
site. Each Contractor shall be responsible for their own general area whether defined formally
or not but in cases where pollutants have traveled or are found in the public areas used by all
contractors, the Contractor agrees as follows:
1. If it cannot be determined who is responsible for site contamination after an
investigation, all contractors who could be responsible based upon location of the
incident agree to share the expense of cleanup equally.
F. No storage of hazardous materials or environmental contaminants is permitted at the Palm
Road site. All barrels must have labels affixed identifying contents.
SIGMA ALP EPSILON STO
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GE AND PROTECTION 01 66 00-2
Noveniber 6, 2015
CORNELL UNIVERSITY SECTION 01 66 00
Ithaca, New York STO GE AND PROTECTION
1.5 PROTECTION
A. The Contractor shall provide security personnel and adopt other security measures as may be
necessary to adequately protect materials and equipment stored at the site. The Contractor
shall be obligated to replace or pay for all materials and equipment including items furnished
by the Owner which have been damaged or stolen prior to completion of the Work.
B. Protection of Utilities
I If during the course of the Project, it is necessary to work adjacent to existing utilities,
pipelines, structures and equipment, the Contractor shall take all necessary precautions to
protect existing facilities from damage.
2. Locations of utilities as shown on the Contract Documents are approximate only. The
Contractor shall excavate or otherwise locate to verify existing utilities in advance of its
operation.
C. Protective Covering
All finished surfaces shall be protected by the Contractor as follows:
a. Door and window sills and thejambs and soffits of openings used as passageways
or through which material is handled, shall be cased and protected adequately
against possible damage resulting from the conduct of the work of all trades.
b. All surfaces shall be clean and not marred upon delivery of the building to the
Owner. The Contractor shall, without extra compensation, replace all blocks,
gypsum board, plaster, paint, tile, and all other surfaces, whether or not protected,
which are damaged, and shall refinish (including painting as specified) to
satisfaction of Owner.
c. Tight wood sheathing shall be laid under any materials that are stored on finished
concrete surfaces and planking must be laid before moving any materials over
these finished areas. Wheelbarrows used over such areas shall have rubber tires
on wheels.
d. Contractor has the responsibility for protection of carpeting and all finish flooring
during all phases of the work including after installation.
e. All floors exposed to view as a floor finish shall be protected by overlaying with
plywood in all areas subject to construction traffic within and without the
building, special care shall be taken to protect all stair finish surfaces including
but not limited to flooring, wood in -fill stairs, cabinetry, counters, equipment, etc.
SIGMA PHA EPSILON
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STO
GE D PROTECTION 01 66 00-3
November 6, 2015
CORNELL UNIVERSITY SECTION 01 66 00
Ithaca, New York STO GE AND PROTECTION
1.6 PROTECTION AFTER INSTALLATION
A. Protect installed products, including Owner -provided products, and control traffic in
immediate area to prevent damage from subsequent operations.
B. Protect finish floors and stairs from dirt, wear, and damage:
1. Secure heavy sheet goods or similar protective materials in place, in areas subject to foot
traffic.
2. Lay planking or similar rigid materials in place, in areas subject to movement of heavy
objects.
3. Lay planking or similar rigid materials in place, in areas where storage of products will
occur.
C. 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.
D. Restrict traffic of any kind across planted Iawn and landscape areas.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 66 00***
SIGMA ALPHA EPSILON STO
122 MCG W PLACE
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GE AND PROTECTION 01 66 00-4
November 6, 2015
CORNELL UNIVERSITY SECTION 01 73 29
Ithaca, New York CUTTING, PATCIIING AND REPAIRING
SECTION 01 73 29 CUTTING, PATCH NG AND REPAIRING
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall be responsible for all cutting, fitting and patching, 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. Repair or restore existing or new surfaces and finishes to match adjacent existing or new
surfaces and finishes.
B. Upon written instructions of the Owner's Representative:
1. Uncover designated portions of Work for Architect's observation of covered work.
2. Remove work to provide for the alteration of previously incorrectly installed work.
3. Patch work uncovered or removed.
C. Do not damage or endanger any work by cutting or altering the Work or any part thereof.
D. Do not cut or otherwise alter the work of the Owner except with the written consent of the
Owner's Representative.
E. Where cutting and patching involves adding reinforcement to structural elements, submit
details and engineering calculations showing integration of reinforcement with the original
structure.
1.2 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.
SIGMA ALPHA EPSILON CUTTING, PATCHING AND REPAIRING 01 73 29-1
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CO E
Ithac
UNIVERSrry SECTION 01 73 29
a, New York
CUTTING, PATCH
NG AND REPAIRING
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 and patching.
7. Designation of the responsibility for the cost of cutting and patching.
8. Written pennission of any separate contractor whose work will be affected.
B. Should conditions of the work or the schedule indicate a change of products from the original
installation, submit a request for substitution as specified in Section 01 25 00 - Substitutions
and Product Options.
C. Submit a written notice to the Architect and the Owner designating the date and the time the
work will be uncovered.
1.3 QUALITY ASS CE
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. Structural steel and lintels
B. 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.
C. Waterproofing and Water Tightness: Do not cut or alter waterproofed walls or floors or any
structural members without written permission of the Owner.
1. 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.
SIGMA ALPHA EPSILON CUTTING, PATCHING
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D REPAIRING
01 73 29-2
November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
1.4
SECTION 01 73 29
CUTTING, PATCHING AND REPAIRING
b. All windows 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.
NTIES
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.
IL Use materials identical to in-place or existing materials. For exposed surfaces, use materials
that visually match existing adjacent surfaces to the fullest extent possible. If identical
materials are unavailable or cannot be used, use materials whose installed performance will
equal or surpass that of in-place or existing materials, and will match visual appearance of in-
place or existing materials.
3.0 EXECUTION
3.1 INSPECTION
A. Inspect existing conditions of the Project, including elements subject to damage or to
movement during:
1. Cutting and patching.
B. After uncovering work, inspect the conditions affecting the installation of products, or
perforinance 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 PREP
, • ,
TION
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.
SIGMA ALPHA EPSILON CUTTING, PATCHING AND REPAIRING 01 73 29-3
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PHASE ONE November 6, 2015
CORNELL UNIVERSITY SECTION 01 73 29
Ithaca, New York CUTTING, PATCHING AND REPAIRING
C. Provide for verticaland 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 PERFO • ANCE
A, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and
patching at the earliest feasible time and complete without delay.
1 Cut existing construction to provide for installation of other components or performance of
other construction activities and the subsequent fitting and patching required to restore
surfaces to their original condition.
B. Cutting: Cut existing construction using methods which will assure safety, will be least likely
to damage elements retained or adjoining construction, and will provide proper surfaces to
receive new work.
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.
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 mtegrity 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.
SIGMA ALPHA EPSILON CUTTING, PATCHING AND REPAIRING
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01 73 29-4
November 6, 2015
CORNELL UNIVERSITY
SECTION 01 73 29
Ithaca, New York CUTTING, PATCHING AND REPAIRING
4. All plaster finishes shall match existing finishes so as to provide a uniform visual
appearance.
5, Exterior Building Enclosure: Patch components in a manner that re ores enclosure to a
weather -tight condition.
D. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable
for new materials.
E. Execute fitting and adjustment of products to provide a finished installation to comply with
specified products, fimctions, tolerances and finishes,
F. Restore work which has been cut or removed; install new products to provide completed work
in accordance with requirements of Contract Documents.
G, 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***
SIGMA ALP EPSILON CUTTING, PATCHING AND REPAIRING
122 MCG " WPLACE
WINDOW REPLACEMENT
PHASE ONE
01 73 29-5
November 6, 2015
CORNELL UNIVERSITY SECTION 01 77 00
Ithaca, New York PROJECT CLOSEOUT
SECTION 0 77 00 PROJECT CLOSEOUT
LO GENERAL
1.1 INSPECTIONS
A. Substantial Completion:
1. Within a minimum of five (5) days prior to substantial completion, when the Work has
reached such a point of completion that the building or buildings, equipment and
apparatus can be occupied and used for the purpose intended, the Contractor shall
conduct a detailed inspection of the Work to ensure that all requirements of the Contract
have been met and that the Work is complete and is acceptable. Contractor shall prepare
and submit a list of items to be completed and corrected (Contractor's punch list),
indicating the value of each item on the list and reasons why the Work is incomplete.
2. After receipt of the Contractor's initial punch list, the Architect will make an inspection
of the Work to determine that the Work is substantially complete and that requirements
of the Contract have been met and that the Work is sufficiently complete and is
acceptable for use. The Architect will submit a marked -up list of items to be completed
and/or corrected, inclusive of the Contractor's punch list. The Architect shall prepare a
Certificate of Substantial Completion, on the basis of an inspection, when the Architect
has determined that the work is substantially complete.
3. A copy of the report of the inspection will be furnished to the Contractor as the
inspection progresses so that the Contractor may proceed without delay with any part
of the Work found to be incomplete or defective.
4. All work performed under a Fire Protection System Installation/Alteration Operating
Permit shall be inspected by the Ithaca Fire Department, or if so delegated by the Ithaca
Building Department.
a. A member of the Ithaca Fire Department shall witness all acceptance or
reacceptance testing of work performed under a Fire Protection System
Installation Operating Permit. All testing and inspections shall be in compliance
with the applicable NFPA codes as referenced by Section 906.1 of the Fire Code
of NYS.
b. Work classified as a 'Repair' under the Existing Building Code does not require
the Ithaca Fire Department to witness the testing of the affected systems. Systems
that have been repaired must still be tested as required by the Fire Code of NYS
and NFPA.
c. The Ithaca Fire Department Shall Witness the Acceptance or Reacceptance
Testing for the Following Conditions:
SIGMA ALPHA EPSILON
122 MCG' • W PLACE
WINDOW REPLACEMENT
P SE ONE
PROJECT CLOSEOUT 01 77 00-1
November 6, 2015
CORNELL UNIVERSITY SECTION 01 77 00
Ithaca, New York PROJECT CLOSEOUT
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.
Hydrostatic testing of sprinkler system where the modification affects more
than twenty (20) sprinkler heads and the modified area can be isolated from
the rest of the system
Installation or replacement of a fire pump or drive elements of the fire pump.
A Fire Alarm System with added or deleted components.
A Fire Alarin System where the wiring or control circuits have been
modified.
A Fire Alarm System where the control unit (Fire Alarm Panel) has been
replaced or the control unit software has been replaced.
A smoke control system where the master control unit, individual fan
control unit, or fan drive unit has been replaced or modified
An alternative fire suppression system that has been replaced or the
actuation elements have been modified. Except: fusible link replacement.
A modification or extension of the piping fur a fire standpipe system where
a hydrostatic test is required by NFPA 14.
B. Final Acceptance:
1, When the items appearing on the report of inspection have been completed or corrected,
the Contractor shall so advise the Architect. After receipt of this notification and
Contractor's certified list of completed items, the Owner's Representative will inform
the Contractor of the date and time of final inspection. A copy of the report of the final
inspection containing all remaining contract exceptions, omissions and incomplete
work will be furnished to the Contractor.
2. After receipt of notification of completion and all remaining contract exceptions,
omissions and incomplete work from the Contractor, the Architect will make an
inspection to verify completion of the exception items appearing on the report of final
inspection.
1.2 SUEMITTALS
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.
SIGMA ALPHA EPSILON
122 MCG " W PLACE
WINDOW REPLACEMENT
PHASE ONE
PROJECT CLOSEOUT 0 77 00-2
November 6, 2015
CORNELI, UNIVERSITY SECTION 01 77 00
PROJECT CLOSEOUT
Ithaca, New York
B. Contractor's Certified List of Completed Items: Final signed punch list submittal at Final
Completion.
C. Certificates of Release: Occupancy permits from authorities
1.3 FINAL CLEAN UP
g
urisdiction.
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.
SIGMA ALPHA EPSILON
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE
PROJECT CLOSEOUT 01 77 00-3
November 6, 2015
CORNELL, UNIVERSITY SECTION01 77 00
Ithaca, New York PROJECT CLOSEOUT
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.
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 E CUTION — NOT USED
SIGMA ALPHA EPSILON
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
***END OF SECTION 0 77 00***
PRO CT CLOSEOUT 01 77 00-4
November 6, 2015
CO ELL UNIVERSITY
Ithaca, New York
SECTION 01 78 23
OPE TING AND MAINTENANCE DATA
SECTION 017823 OPERATING AND MAINTENANCE DATA
1.0 GENE
1.1 DESCRIPTION
A. The Contractor shall compile product data and related information appropriate for Owner's
maintenance and operation of products furnished under the Contract.
1. Prepare operating and maintenance data as specified in this Section, as referenced in
other pertinent sections of Specifications and as necessary to operate the completed
work.
2. Operations and maintenance data, in final fonnat, shall be available to the Owner prior
to substantial completion.
B. Instruct Owner's personnel in the maintenance of products and in the operation of equipment
and systems.
1.2 FO OF SUBMITTALS
A. Prepare data in the fonn of an instructional manual for use by Owner's personnel.
B. Submit a CD with electronic .pdf files, upload electronic files to ePM system and provide two
hard (2) copies of complete manual in final fonn.
1, Hard Copy Format:
a. Size: 8-1/2" x 11" and a CD with electronic files.
b. Text: Manufacturer's printed data, scanned .pdf and/or neatly t
file.
c. Drawings:
- Drawings are required
1 both hard copy and electronic format.
- Provide reinforced punched binder tab, bind in with text.
- Fold la ger drawings to the size of the text pages.
en
o d
d. Provide fly -leaf for each separate product, and major component parts of
equipment.
Provide type description of product, and major component parts of
equipment.
Provide indexed thumb tab.
SIGMA ALPHA EPSILON OPE
122 MCG " W PLACE
WINDOW REPLACEMENT
PHASE ONE
• ,
TING AND MAINTENANCE DATA 0178 2 -
November 6, 2015
CORNELL UNIVERSITY SECTION 01 78 23
Ithaca, New York OPERATING AND MAINTENANCE DATA
e. Cover: Identify each volume with typed or printed title "OPERATIONS AND
MAINTENANCE INSTRUCTIONS".
List:
Title of Project
- Identity of separate structure as applicable.
- Identity of general subject matter covered in the manual.
f. Binders:
- Commercial quality three-ring binders with durable and cleanable plastic
covers.
- When multiple binders are used, con -elate the data into related consistent
groupings.
2. Electronic Copy
a. The electronic version of the O&M Manual will contain all of the same content
and be organized in a manner similar to the hard copy version. Electronic copies
of the product data and record submittals shall be in PDF format. Drawings shall
be in AutoCAD v14 or higher format.
b, Provide a series of files organized in subdirectories with a summary index with
hyperlinks to the various documents and or references to separate CDs that
contain the information.
When electronic submissions are made on electronic media such as CDs, six (6)
copies of the electronic media shall be provided.
1.3 CONTENT OF MANUAL
A. Table of contents, typewritten, for each volume, arranged in a systematic order.
1. Contractor, name of responsible principal, address and telephone number.
2. A list of each product required to be included, indexed to the content of the volume.
3. List, with each product, the name, address and telephone number of:
a. Subcontract or installer.
b. Maintenance contractor, as appropriate.
c. Identify the area of responsibility of each.
d. Local source of supply for parts and replacement.
SIGMA ALPHA EPSILON OPE
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE
TING AND MAINTENANCE DATA 0 78 23-2
'4overnber 6, 2015
CORNELL UNIVERSITY
Ithaca, New York OPE
SECTION 01 78 23
TING AND MAINTENANCE DATA
4. Identify each product by product name and other identifying symbols as set forth in
Contract Documents.
B. Product Data:
1. Include only those sheets which are pertinent to the specific product.
2. Annotate each sheet to:
a. Clearly identify the specific product or part installed.
b. Clearly identify the data applicable to the installation.
c. Delete reference to inapplicable information.
C. Submittal Data:
1. Include a record copy of the final, approved product submittal. Record copy shall be a clean
copy (free of notes from the design professional) which has been updated to reflect the "as -
installed" system.
D. Drawings:
1. Supplement product data with drawingsas necessary to clearly illustrate:
a. Relations of compon
parts of equipment and systems.
b. Control and flow diagrams.
2. Coordinate drawings with information on Record Documents to assure correct
illustration of completed installation.
3. Do not use Record Documents as maintenance drawings.
E. Written text, as required to supplement product data for the particular installation:
1. Organize in a consistent format under separate headings for different procedures.
2. Provide a logical sequence of instructions for each procedure.
F. Original copy of each warranty, bond and service contract issued.
1. Provide information sheet for Owner's personnel, give:
a. Proper procedures in the event of failure.
b. Instances which might affect the validity of warranties or bonds.
SIGMA ALPHA EPSILON OPE
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
TING AND MAINTENANCE DATA 01 78 23-3
November 6, 2015
CORNELI, UNIVERSETY
Ithaca, New York OPE
1.4 MANUAL FOR MATERIALS AND FINISHES
SECTION 01 78 23
TING AND MA1NTENANCE DATA
A. Submit a CD with electronic .pdf files, upload electronic files to ePM system and provide two
(2) hard copies of complete manual in final form.
B. Content, for architectural products, applied materials and finishes:
1. Manufacturer's data, giving full information on products:
a. Catalog number, size, and composition.
b. Color and texture designations.
c. Information required for reordering special specia1manufactured products.
d. Certification as to asbestos free
2. hist' ctions for care and maintenance:
a. Manufacturer's recommendation for types of cleaning agents and methods.
b. Cautions against cleaning agents and methods which are detrimental to the
product.
c. Recommended schedule for cleaning and maintenance.
C. Content, for moisture -protection and weather -exposed products:
1. Manufacturer's data, giving full info nation on products.
a. Applicable standards
b. Chemical composition
c. Details of installation
2. Instructions for inspection, maintenance, and repair.
D. Additional requirements for maintenance data: The respective sections of Specifications.
1.5 M UAL FOR EQUIPMENT AND SYSTEMS
A. Submit a CD with electronic .pdf files, upload electronic files to ePM system and provide two
(2) hard copies of complete manual in final form.
B. Content, for each unit of equipment and system, as appropriate:
1. Description of unit and component parts.
a. Function, normal operating characteristics,and limiting conditions.
SIGMA ALPHA EPSILON OPE
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE
TING AND
A1NTENANCE DATA 01 78 23-4
November 6, 2015
CORNELL UNIVERSITY SECTION 01 78 23
aca, New York OPE • ' TING AND AINTENANCE DATA
b. Performance curves; engineering data and tests.
c. Complete nomenclature and commercial number of all replaceable parts.
2. Operating procedures:
a. Start-up, break-in, routine and normal operating instructions.
b. Regulation, control, stopping, shut -down and emergency instructions.
c. Summer and winter operating instructions.
d. Special operating instructions.
3. Maintenance Procedures:
a. Routine operations.
b. Guide to "trouble -shooting".
c. Disassembly, repair and reassembly.
d. Aligmnent, adjusting and checking.
4. Servicing and lubrication required:
a. List of lubricants required.
5. Manufacturer's printed operating and maintenance instructions.
6. Description of sequence of operation by control manufacturer.
7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams
required for maintenance.
a. Predicted life of parts subject to wear.
b. Items recommended to be stocked as spare parts.
8. As -installed control diagrams by controls manufacturer.
9. Each contractor's coordination drawings.
a. As -installed color coded piping diagrams.
10. Charts of valve tag numbers, with the location and function of each valve.
11. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage.
12. Other data as required under pertinent sections of Specifications.
SIGMA ALP PSILON OPERATING AND AINTENANCE DATA 01 78 23-5
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE
November 6, 2015
CORNELL UNIVERSITY SECTION 01 78 23
Ithaca, New York OPE TING AND MAIN'T'ENANCE DATA
C. Content, for each electric and electronic system, as appropriate:
1 Description of system and component parts:
a. Function, normal operating characteristics, and limiting conditions,
b. Performance curves, engineering data and tests.
c. Complete nomenclature and commercial number of replaceable parts.
2. Circuit directories of panel boards:
a. Electrical service.
b. Controls.
c. Communications,
3. As -installed color coded wiring diagrams.
4. Operating procedures:
a. Routine and normal operating instructions.
b. Sequences required.
c. Special operating instructions.
5. Maintenance procedures:
a. Routine operations.
b. Guide to "trouble -shooting".
c. Disassembly, repair and reassembly.
d. Adjustment and checking.
6. Manufacturer's printed operating and maintenance uisti uetions.
List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage.
8. Other data as required under pertinent sections of Specifications.
D. Additional requirements for operations and maintenance data: See the respective sections of
Specifications and General Conditions.
SIGMA ALPHA EPSILON OPERATING AND MAINTENANCE DATA 01 78 23-6
122 MCGRAW PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL UrklINTRSITT SECTION 01 78 23
Ithaca, New York OPE
1.6 SUBMITTAL REQUIREMENTS
TING AND MAINTENANCE DATA
A. Submit through ePM system preliminary draft of proposed formats and outlines of contents
thirty (30) calendar days after approved submittals.
B. Submit completed data in final form twenty (20) calendar days prior the Acceptance Phase
of the Project.
C. Submit specified number of copies of approved data in final form prior to final acceptance.
1.7 INSTRUCTIONS OF 0 ER'S PERSONNEL
A. Prior to final inspections or acceptance, fully instruct Owner's designated operating and
maintenance personnel in the operation, adjustment and maintenance of all products,
equipment and systems:
1. Instruction time shall be sufficient to fully instruct all shifts of the Owner's operating
and maintenance personnel.
B. Operations and maintenance shall constitute the basis of instruction:
1. Review contents of manual with personnel in full detail to explain all aspects of
operations and maintenance.
C. Submit typewritten statement, signed by each of Owner's Representatives who have been
instructed, describing:
1. Method of Instruction.
2. Equipment and Systems Operated.
3. Length of Instruction Period.
D. Contractor is fully responsible until final acceptance, even though operated by Owner's
personnel, unless otherwise agreed in writing.
1.8 OPE
TING INSTRUCTIONS
A. List under clear plastic (1/8" thick) all operating, maintenance and starting precautions and
procedures to be followed by Owner for operating all systems and equipment.
2.0 PRODUCTS — NOT USED
3.0 EXECUTION — NOT USED
***END OF SECTION 01 78 23***
SIGMA ALPHA EPSILON OPERATING AND MAINTENANCE DATA 0 78 23-7
122 MCG* W PLACE
WINDOW REPLACEMENT
PHASE ONE
November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York WAR
SECTION 01 78 36 A ' TIES AND BONDS
1.0 GENE
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
SECTION 01 78 36
DUES A t BONDS
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 forinat.
C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each
item.
1. Product or work item.
2. Firm, with name of principal, address and telephone number.
3. Scope.
4. Date of beginning of 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.
SIGMA ALPHA EPSILON
122 MCG " W PLACE
WINDOW REPLACEMENT
PHASE ONE
• it
ANT ES AND BONDS 01 78 36 -
November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
SECTION 01 70 36
WARRANTIES AND BONDS
7. Contractor, name of responsible principal, address and telephone number.
1.3 FO ' 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
List:
A * I 1
NTIES AND BONDS".
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 SUBMITT
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***
SIGMA ALPHA EPSILON
122 MCG ' 'WPLACE
WINDOW REPLACEMENT
PHASE ONE
• y
NTIES AND BONDS 01 78 36-2
November 6, 2015
CO;*. =ELL UNIVERSITY
Ithaca, New York
SECTION 01 78 39 RECORD DOCUMENTS
1.0 GENERAL
1.1 DESCRIPTION
SECTION 01 78 39,
RECORD DOCUMENTS
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 S PLES
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.
File documents and samples in accordance with Data Filing Format of the Uniform
Construction Index.
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.
SIGMA ALPHA EPSILON
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE
RECO DOCU ENTS 01 78 39-1
November 6, 2015
CORNELL, UNIVERSITY
Ithaca, New York
1.3 RECORDING
SECTION 01 7839
RECO 1 DOCUMENTS
A. Label each document "AS BUILT" in neat large printed letters.
B. Record information concurrently with construction progress.
1. Do not conceal any work until required information is recorded.
C. Survey Mapping
1. Provide an accurate topographic, planimetric, utility map of as -built conditions, and
mapped locations and elevations of constructed facilities / elements including as -built
and exposed underground utilities. Survey work in progress as required to accurately
locate constructed facilities / elements. Survey final condition of project extents at final
acceptance.
a. Site related elements including:
Sidewalks, ramps, curbs, and gutters - indicate type and surface material.
Streets, drive ways, parking areas, labeled with material.
Fences, walls, steps, handrails, signs, site furniture and light fixtures labeled
with material.
Live trees which have a trunk diameter of three inches (3") or greater and
all isolated or specimen trees. Measure tree trunk 3' above grade, indicate
approximate trunk diameter, "drip line" and common name of tree.
Shrubs, show outlines of shrub masses.
Streams and bodies of water.
b. Utility related elements and supporting infiastructure including:
Manholes, catch basins, drain inlets, cleanouts, vent stacks, tanks,
underdrains, foundation drains, monitoring wells,
detention/retention/filtration facilities. Label type (sanitary or storin),
dimensions and material of structure and cover/grate; pipe connections;
sizes, materials, direction of flow and invert elevations. Locate and identify
size, material, and invert elevations for culverts.
Water, gas, central steam, chilled water or other pressure lines, valve boxes,
meter boxes, hydrants, tanks, fittings, etc. Label type, size, material,
elevations at building walls and all intersections, connections and vertical
angle changes.
SIGMA ALPHA EPSILON RECORD DOCUMENTS 01 78 39-2
122 MCG • W PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL IVERSITY
Ithaca, New York
SECTION 01 78 39
RECORD DOCUMENTS
Utility poles, above and below ground lines including but not limited to
power, street lighting, traffic control communication and sensors, telephone,
television, communication, fire and police call boxes, public
communication or display facilities. Label utility as direct buried, in
conduit, or concrete encased duct. Identify elevations at building walls and
all intersections, connections and vertical angle changes. Label all utilities
and associated duct banks or conduits with sizes and materials.
- Existing and abandoned utilities exposed during construction. Show ends
of abandoned utilities left in place and assumed continued direction of
utilities. Label with information as listed above.
2. Survey mapping shall be done under the personal supervision of a Surveyor, registered
in and licensed by the State of New York, who shall certify under his/her seal the
accuracy of the survey.
3 Field Survey Accuracy:
- Horizontal and Vertical mapping shall be ACSM Second Order Class II, 1
in 20,000.
4. Coordinate base:
- NAD83-86 geodetic system with grid values in the New York Central State
Plane coordinate system in feet with elevations in NAVD '88 in feet.
5. Each different feature shall be drafted on a separate named CAD level/layer in
Microstation or AutoCAD format using industry standard symbology of color, line
style, line weight, and cells.
6. Provide an ASCII file list of coordinates for all survey points including control, feature,
and topographic in the following comma delimited format: Point number, Northing
coordinate, Easting coordinate, Elevation coordinate, Point description.
7. Topography and spot elevations:
a. Topographic contours shall be accurately plotted at one foot (1') contour intervals.
b. Record spot grade elevations as follows:
i. Within natural ground and lawn and planted areas, spot elevations shall be
shown to one-tenth of a foot (0.1'). Within all areas of built-up improvements
such as pavements, curbs, steps, walls, utility and drainage systems or other
site improvements, spot elevations shall be shown to one-hundredth of a foot
(0.01').
ii. Existing grade at building corners; and thresholds and finished floor at all
entrance, exit, or access points.
SIGMA ALPHA EPSILON
122 MCG W PLACE
DOW REPLACEMENT
PHASE ONE
RECO DOCUMENTS 01 7839-3
November 6, 2015
CORNELL UNIVERSITY
Ithaca, Nev York
D. Drawings
SECTION 01 78 39
DOCUMENTS
iii. Develop road cross sections at 50 -foot intervals maximum, record spot
elevations for all drive centerlines and all beginning radius of street
intersections. For each cross section obtain elevations for front and back of
existing sidewalk, top and bottom of curb, and centerline of the street. Obtain
elevations for centerline intersection of all roads.
iv. For trees of three inches to eighteen inches (3" - 18") in diameter, record
elevation at high and low side at base of trunk. For specimen trees of
eighteen inches (18") or greater diameter, indicate four (4) spot elevations on
the north, south, east, and west at base of each trunk to one-hundredth (.01)
foot elevation.
v. Base, top, comers, and at cheek walis for all steps. Indicate elevations at top
and bottom of walls and curbs.
vi. Rim elevations of all catch basins, drain inlets, manholes, valve boxes, slabs
on grade. Inverts at all sewer pipes and culverts. Bottom of structure floor
and sump.
As built drawings shall consist of making any changes neatly and clearly on the Contract
Drawings using colored ink or pencil, shall be kept current by the contractor on a day-to-day
basis in concert with the progress of the work. Where applicable, the change marked on a
drawing is to carry the notation "per Change Order No. X", or similar reference which cites
the reason for the change. The day-to-day construction as built drawings shall be made
available to the Architect or Owner's Representative for review upon request. The "As built"
drawings shall show all changes to the following areas of construction:
1. Architectural:
a. Modifications to components dictated by the building code
b. Wall, door, window locations
c. Built in casework locations
d. New rated door and wall schedules/ locations
e. Material and products where submittals are requested
2. Civil and Structural
a. Dimensions for load carrying elements, both horizontal and vertical
b. Materials and products where submittals are requested
c. Load carrying elements and foundation systems
SIGMA ALPHA EPSILON
122 MCG *WPLACE
WINDOW REPLACEMENT
PHASE ONE
RECORD DOCUMENTS 01 78 39-4
November 6, 2015
CORNELL UNIVERSITY SECTION 01 78 39
Ithaca, New York RECORD DOCUMENTS
d, Site related elements including:
Building outlines, entranceways, areaways, roof overhangs, downspouts,
significant architectural projections and other pertinent data.
e. All significant changes in foundations, columns, beams, openings, concrete
reinforcing, lintels, concealed anchorages and "knock -out" panels made during
construction.
f Building envelope systems including roofing systems and building shell systems
g. Geotechnical subsurface information
h. Items that will require future rnaintenance
i. Life safety critical items
3. Mechanical (HVAC, Plumbing and Fire Protection)
a. Products where submittals are requested
b. Final locations of all equipment.
c. Final sizes and materials of piping and ductwork.
d. Final locations of inaccessible piping and ductwork,
e. Final locations of 11 controls equipment, including all sensors and actuators.
f. Final locations of all valves and dampers, including all shutoff valves, balance
dampers and fire dampers.
g. Location of access doors for all equipment in concealed locations.
h. Final location and arrangement of all mechanical equipment and concealed gas,
sprinkler, domestic, sanitary and drainage systems piping and other plumbing,
including, but not limited to, supply and circulating mains, principal valves,
meters, clean -outs, drains, pumps and controls, vent stacks, sanitary and storm
water drainage.
4. Electrical
a. Products where submittals were requested.
b. Circuit (wire and raceway) size, number, and type.
c, Main circuit pathways for Fire Alarm, Emergency Power, and Access
Control/Security systems.
d. Final locations of equipment and devices, interior and exterior luminaires, and
power supplies.
SIGMA ALPHA EPSILON
122 MCG • 'WPLACE
WINDOW REPLACEMENT
PHASE ONE
RECORD DOCUMENTS 01 78 39-5
November 6, 2015
CO ELL UNIVERSITY SECTION 01 78 39
Ithaca, New York RECORD DOCUMENTS
e. Final location of electric signal system panels, final arrangement of all circuits
and any significant changes made in electrical signal system design as a result of
Change Order or job conditions.
5. Environmental
a. Utility related elements and supporting infrastructure
b. Storin water maintenance/testing access points
c. Location of unusual excavation findings / contaminated soil (i.e. mercury
uncovered during excavation, also on-site spills during construction), including
quantity excavated/disposed.
E. Specifications and Addenda
Legibly mark each section to record:
1. Manufacturer, trade name, catalog -ther, and Supp
equipment actually installed.
2. Changes made by Field Order or by Change Order.
1.4 SUBMITTAL
each product and item of
A. At Contract close-out, deliver co )i s 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***
SIGMA ALPHA EPSILON RECORD DOCUMENTS 01 78 39-6
122 MCG W PLACE
WINDOW REPLACEMENT
PHASE ONE November 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
SECTION 02 41 19 - SELECTIVE DEMOLITION
P T GENE
1.1 S MARY
SECTION 02 41 19
SELECTIVE DEMOLITION
A. The work to be done under this section includes administrative and procedural requirements for
selective demolition shown on the Drawings or called for in the Project Manual including but
not limited to:
1. Removal of scheduled existing window sash.
a. Remove and salvage for recycling: existing window sash.
b. Remove and salvage for recycling: head, jamb, and sill mounted operating
hardware, window chains, and weights.
c. Recycling vendor: Historic Ithaca, Significant Elements, 212 Center Street, Ithaca,
NY 14850.
2. Removal and reinstallation of existing window trim.
a. Removals only to the extent required for installation of replacement sash or new
windows unless otherwise indicated.
1.2 MATERIALS 0 ERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.
B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones
and their contents, commemorative plaques and tablets, and other items of interest or value to
Owner that may be uncovered during demolition remain the property of Owner.
1. Carefully salvage in a manner to prevent damage and promptly return to Owner,
1.3 PREINSTALLATION MEETINGS
A. Predemolition Conference: Conduct conference at Project site.
1.4 INFO
ATIONAL SUBMITTALS
A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures
proposed for protecting individuals and property for dust control and, for noise control. Indicate
proposed locations and construction of barriers.
SIGMA ALPHA EPSILON SELECTIVE DEMOLITION
122 McG W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
02 41 19 - 1
NOVEMBER 6, 2015
CORNELL UNIVERSITY SECTION 02 41 19
Ithaca, New York SELECTIVE DEMOLITION
1.5 CLOSEOUT SUBMITTALS
A. Inventory of items that have been removed, salvaged, and recycled.
1.6 FIELD CONDITIONS
A. Owner will occupy portions of building mediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted.
B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as
far as practical.
C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding
with selective demolition.
D. Storage or sale of removed items or materials on-site is not permitted.
E. Arrange selective demolition schedule so as not to interfere with Owner's operations.
1. It is anticipated that students will not occupy the building during the work of Phase 1 of
the project. Student activities which might conflict with construction activities will be
coordinated with Contractor to limit conflicts.
PART 2 - PRODUCTS
2.1 PERFO
1
CE REQUIREMENTS
A, Regulatory Requirements: Comply with governing EPA notification regulations before
beginning selective demolition, Comply with hauling and disposal regulations of authorities
having jurisdiction.
PART 3 - EXECUTION
3.1 EX INATION
A. Inventory and record the condition of items to be removed and reinstalled or salvaged and
recycled.
1. If replacement sash require removals beyond interior stops, existing window casing and
trim are to be carefully removed, numbered, and stored for reinstallation in exact same
locations on completion of replacement window sash installation.
SIGMA ALPHA EPSILON SELECTIVE DEMOLITION
122 McG " W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
02 41 19 - 2
NOVEMBER 6,2015
CORNELL UNIVERSITY
Ithaca, New York
SECTION 02 41 19
SELECTIVE DEMOLITION
3.2 PROTECTION
A. Temporary Protection: Provide temporary barricades and other protection required to prevent
injury to people and damage to adjacent buildings and facilities to remain.
B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as
required to preserve stability and prevent movement, settlement, or collapse of construction and
finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of
construction being demolished.
C. Remove temporary barricades and protections where hazards no longer exist.
3.3 SELECTIVE DEMOLITION
A. General: Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete the Work within limitations of
governing regulations and as follows:
1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use
cutting methods least likely to damage construction to remain or adjoining construction.
Use hand tools or small power tools designed for sawing or grinding, not hammering and
chopping, Temporarily cover openings to remain.
2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing finished surfaces.
3. Locate selective demolition equipment and remove debris and materials so as not to
impose excessive loads on supporting walls, floors, or framing.
4. Dispose of demolished items and materials promptly.
B. Site Access and Temporary Controls: Conduct selective demolition and debris -removal
operations to ensure minimum interference with roads, streets, walks, walkways, and other
adjacent occupied and used facilities.
C. Removed and Recycled Items:
1. Clean removed items.
2, Transport items to recycling location or arrange for pick up by receiver on a weekly basis
to avoid long tem storage on site.
3 Protect items from damage during transport and storage.
D. Removed and Reinstalled Items:
1. Clean and repair items to functional condition adequate for intended reuse.
2. Protect items from damage during storage.
3. Reinstall items in exact same locations. Comply with installation requirements for new
materials and equipment. Provide connections, supports, and miscellaneous materials
necessary to make item functional for use indicated.
E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by Architect, items may be removed to a suitable,
SIGMA ALPHA EPSILON SELECTIVE DEMOLITION
122 McGRAW PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
02 41 19 3
NOVEMBER 6, 2015
CORNELL UNIVERSITY SECTION 02 41 19
Ithaca, New York SF ECT1VE DEMOLITION
protected storage location during selective demolition and cleaned and reinstalled in their
original locations after selective demolition operations are complete.
3.4 CLEANING
A. Remove demolition waste materials from Project site and recycle.
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces
and areas.
3. Remove debris from elevated portions of building by hand.
B. Burning: Do not burn demolished materials.
C. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective
demolition operations. Return adjacent areas to condition existing before selective demolition
operations began.
OF SECTION 02 41 19
SIGMA ALPHA EPSILON SELECTIVE DEMOLITION
122 McG W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
02 41 19-4
NOVEMBER 6, 2015
SPECIFICATION SECTION 02 82 13
Asbestos Abatement
For the
Sigma Alpha Epsilon
122 McGraw Place
Window Replacement
Prepared for:
Cornell University Facilities Services
119 Humphreys Service Building
Ithaca, NY 14853
Prepared by:
ADELTA
ENGINEERS, ARCHITECTS, & LAND SURVEYORS
860 Hooper Road
Endwell, NY 13760
Phone: 607-231-6600
Fax: 607-231-6640
Delta Project No. 2015.030,179
Stephen Prislupsky, Director of Environmental Services
NYS DOL Certified Asbestos Project Designer
Certificate No. 90-10891
Dated: August 26, 2015
Sigma Alpha Epsilon
122 McGraw Place
Window Replacemeri
SECTION 02 82 13 - ASBESTOS ABATEMENT
P
T 1 GENERAL
1.1 RELATED DOCUMENTS
August 26, 2015
A. Work of this Section shall conform to requirements of Drawings and general provisions of the
Contract, including General and Supplementary Conditions and Division 01 Specification Sections.
1.2 SCOPE OF WO
A. This asbestos abatement project will consist of the removal and disposal of brick molding from Window
Units with asbestos containing exterior frame caulk and the associated ACM caulk present on the
affected Basement Level, Floor, 2nd Floor and 3" Floor windows at the Cornell University SAE House
located at 122 McGraw Place on the Cornell University Campus in Ithaca, New York.
B. Asbestos containing exterior caulk is present as the original "bottom" caulk application on the existing
Window Types Al, A2, A3, A4, B1, B2 and B3 at the Building ("newer" top layer of caulk on these
Window Types and caulk for all other window types are non -asbestos). Reference the Architectural
Drawings A-10, A-11, A-12, A-13, and A-50 for affected Window Type sizes and locations on each
floor, Reference Architectural Drawings A-20, A-21, A-22 & A-23 for Building Elevations.
C. The abatement work shall include the removal of the exterior brick molding and all ACM caulk present
at each affected window location, including all caulk present on the adjacent building surface. The total
quantity of the affected Type A 1-4 and Type B1-3 window units where the brick molding and associated
exterior caulk to be removed via abatement operations is approximately ninety-eight (98), with the total
quantity of asbestos containing caulk to be removed being approximately 34 square feet (based on 1,600
total linear feet for affected 98 window units at an average 'A" bead width).
D. The removal of the molding and caulk shall be performed from the exterior of the building utilizing lifts
and/or scaffolding as per the requirements of 12 NYCRR Part 56 Subpart 56-11.1 for "In -Plant
Operations".
a. The active exterior regulated abatement work area shall be isolated via barrier tape/signage as
per 12 NYCRR 56-11.6.
b. Critical barriers shall be installed on the interior of the building at all affected window
openings.
E. The Contractor shall be aware of all conditions of the Project and is responsible for verifying quantities
and locations of all Work to be performed. Failure to do so shall not relieve the Contractor of its
obligation to furnish all labor and materials necessary to perform the Work.
F. All Work shall be performed in strict accordance with the Project Documents and all governing
codes, rules, and regulations. Where conflicts occur between the Project Documents and applicable
codes, rules, and regulations, the more stringent shall apply.
1.3 SPECIAL JOB CONDITIONS
A. Reference the Architectural Series Drawings for Window Removal Phasing requirements on each
floor.
ASBESTOS ABATEMENT
Delta Engineers, Architects & LS 02 82 13 - 2
2015.030.179
Sigma Alpha Epsilon
122 McGraw Place
Window Re lacemeri
August 26, 2015
B. The Contractor may submit for a Site Specific Variance to accomplish the Project. Variance petition
shall be submitted to the Owners Representative for review and approval prior to submission to the
New York State Department of Labor (NYS DOL).
C. Work shifts and working hours shall be as necessary to complete the project in the required time frame
and shall be submitted to the Owner's Representative for review/approval. The Contractor shall
coordinate and schedule all Work with the facility, the Owner and the Owner's representative.
D. Contractor to submit man power and work schedule with bid.
E.
Owner will provide a tie-in location for electric and water source. The contractor will be responsible
for providing GFCI electrical panel(s) and connecting to the building system as necessary for
project power.
F. Any air sampling necessary to meet OSHA requirements will be the responsibility of the Asbestos
Contractor.
G. Waste Dumpster locations shall be approved by the Facility Representative.
1.4 PERMITS AND COMPLIANCE
A. The Contractor shall assume full responsibility and liability for compliance with all applicable Federal,
State, and local laws, rules, and regulations pertaining to Work practices, protection of Workers,
authorized visitors to the site, persons, and property adjacent to the Work.
B. Perform asbestos related Work in accordance with New York State Industrial Code Rule 56 (herein
referred to as Code Rule 56), 40 CFR 61, 29 CFR 1926, and as specified herein. Where more stringent
requirements are specified, adhere to the more stringent requirements.
C. The Contractor must maintain current licenses pursuant to New York State Department of Labor and
Department of Environmental Conservation for all Work related to this Project, including the removal,
handling, transport, and disposal of asbestos containing materials.
D. The Contractor must have and submit proof upon request that any persons employed by the Contractor
to engage in or supervise Work on any asbestos Project have a valid NYS asbestos handling certificate
pursuant to Code Rule 56.
E. Failure to adhere to the Project Documents shall constitute a breach of the Contract and the Owner
shall have the right to and may terminate the Contract provided, however, the failure of the Owner to
so terminate shall not relieve the Contractor from future compliance.
F. The contractor shall be responsible for any waste water permits required to perform his work under
this contract. Any cost associated with waste water permits shall be included in his Bid.
G. The contractor shall be responsible for any Local City and/or State building permits required to
perform his work. Any cost associated with building permits shall be included in his Bid,
ASBESTOS ABATEMENT
Delta Engineers, Architects & LS 02 82 13 - 3
2015.030.179
Sigma Alpha Epsilon
122 McGraw Place
Window Replacement
1.5 SUBMITTALS
August 26, 2015
A. Pre -Work Submittals: Within 7 days prior to the pre -construction conference, the Contractor shall
submit an electronic pdf format copy of the documents listed below for review and approval prior to
the commencement of asbestos abatement activities:
1. Contractor license issued by New York State Departrnent of Labor.
2. Progress Schedule:
a. Show the complete sequence of abatement activities and the sequencing of Work for each
floor.
b. Show the dates for the beginning and completion of each major element of Work
including substantial completion dates for each Work Area and Floor.
3. Project Notifications: As required by Federal and State regulatory agencies together with proof
of transmittal (i.e. certified mail return receipt).
4. Building Occupant Notification: As required by regulatory agencies.
5. Abatement Work Plan: Provide plans that clearly indicate the following:
a. All Work Areas/containments numbered sequentially.
b. Proposed locations and types of all decontamination enclosures.
c. Entrances and exits to the Work Areas/containments.
d. Type of abatement activity/technique for each Work Area/containment.
e. Number and location of negative air units and exhaust. Also provide calculations for
determining number of negative air pressure units.
f. Location of water and electrical connections to building services.
g. Waste transport routes through the building to the waste storage container.
6. Disposal Site/Landfill Permit from applicable regulatory agency.
7. NYS Department of Environmental Conservation Waste Transporter Pennit
B. On -Site Submittals: Refer to Part 3.01.D for all submittals, documentation, and postings required to be
maintained on-site during abatement activities.
C. Project Close-out Submittals: Within 15 days of project completion, the Contractor shall submit an
electronic pdf fonnat copy of the documents listed below for review and approval prior to the
Contractor's final payment.
1. OSHA compliance air monitoring records conducted during the Work.
2. Daily progress log, including the entry/exit log.
3. A list of all Workers used in the performance of the Project, including name, NYS DOL
certification number and type of certification (i.e. supervisor, asbestos handler, etc.).
D. Fully executed/signed Ori2inals of all waste disposal manifests shall be submitted as per applicable
State and Federal Regulations and time frame requirements.
E. The contractor shall also be responsible for completing and submitting the Owner's "Contractor Waste
Material Disposal Plan" form included in the front-end Bid Documents. This form shall be submitted
and approved by the Cornell Project Manager prior to the Owner issuing any payment for the project.
1.6 PRE-BID MEETING
A. Bidders shall attend a pre-bid meeting. Bidding Contractors will be notified in advance of the
meeting.
ASBESTOS ABATEMENT
Delta Engineers, Architects & LS 02 82 13 - 4
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122 McGraw Place
Window Replacement
B. Contractors shall familiarize themselves with e Contract Docu
conference.
1.7 APPLICABLE STANDARDS AND REGULATIONS
August 26, 2015
fl
s prior to attending the
A. The Contractor shall comply with the following codes and standards, except where more stringent
requirements are shown or specified:
B. Federal Regulations:
1. 29 CFR 1910.1001, "Asbestos" (OSHA)
2. 29 CFR 1910.1200, "Hazard Communication" (OSHA)
3. 29 CFR 1910.134, "Respiratory Protection" (OSHA)
4. 29 CFR 1910,145, "Specification for Accident Prevention Signs and Tags" (OSHA)
5. 29 CFR 1926, "Construction Industry" (OSHA)
6. 29 CFR 1926.1101, "Asbestos, Tremolite, Anthophyllite, and Actinolite" (OSHA)
7. 29 CFR 1926.500 "Guardrails, Handrails and Covers" (OSHA)
8. 40 CFR 61, Subpart A, "General Provisions" (EPA)
9. 40 CFR 61, Subpart M, "National Emission Standard for Asbestos" (EPA)
10. 49 CFR 171-172, Transportation Standards (DOT)
C. New York State Regulations:
1. 12 NYCRR, Part 56, "Asbestos", Industrial Code Rule 56 (DOL).
2. 6 NYCRR, Parts 360, 364, Disposal and Transportation (DEC)
3. 10 NYCRR, Part 73, "Asbestos Safety Program Requirements" (DOH)
D. Standards and Guidance Documents:
1. American National Standard Institute (ANSI) Z88.2-80, Practices for Respiratory Protection
2. ANSI Z9.2-79, Fundamentals Governing the Design and Operation of Local Exhaust Systems
3, EPA 560/585-024, Guidance for Controlling Asbestos Containing Materials in Buildings
(Purple Book)
4. EPA 530 -SW -85-007, Asbestos Waste Management Guidance
5. ASTM Standard E1368 "Standard Practice for Visual Inspection of Asbestos Abatement
Projects."
1.8 NOTICES
A. When applicable based on Project size and material classification, the Contractor shall provide
notification of intent to commence asbestos abatement activities as indicated below.
1. At least ten (10) Working days prior to beginning abatement activities, send written notification
to:
U.S. Environmental Protection Agency
National Emissions Standards for Hazardous Air Pollutants (NESHAPS) Coordinator
26 Federal Plaza
New York, NY 10007.
2. At least ten (10) days prior to beginning abatement activities send written o ation to:
ASBESTOS ABATEMENT Delta Engineers, Architects & LS 02 82 13 - 5
2015.030.179
Sigma Alpha Epsilon
122 McGraw Place
Window Replacement
August 26, 2015
New York State Department of Labor
Division of Safety and Health, Asbestos Control Progra
State Office Campus
Building 12 - Room 454
Albany, NY 12240
B. The Contractor is required to send notifications to regulatory agencies via mail or package delivery
service that will provide proof of deliveiy and receipt.
C. The Contractor shall post and/or provide Building Occupant Notification at least 10 days prior to
beginning abatement activities as required by Code Rule 56.
1.9 PROJECT MONITORING AND AIR SAMPLING
A. The Owner shall engage the services of an Environmental Consultant (the Consultant) who shall
provide Project Monitoring and Air Sampling for the project.
B. The Contractor is required to ensure cooperation of its personnel with the Consultant for the air
sampling and Project monitoring functions described in this section. The Contractor shall comply with
all direction given by the Consultant during the course of the Project.
C. The Consultant shall review and approve or disapprove all onsite submittals as required by section
101.
D. The Consultant shall staff the Project with a trained and certified person(s). This individual shall be
designated as the Asbestos Project Monitor (APM).
1. The APM shall be on-site at all times the Contractor is on-site. The Contractor shall not be
permitted to conduct any Work unless the APM is on-site (except for inspection of barriers and
negative air system during non -working days).
2. The APM shall have the authority to direct the actions of the Contractor verbally and in writing
to ensure compliance with the Project documents and all regulations. The APM shall have the
authority to Stop Work when gross Work practice deficiencies or unsafe practices are observed,
or when ambient fiber concentrations outside the removal area exceed .01 f/cc or background
level.
a. Such Stop Work order shall be effective immediately and remain in effect until corrective
measures have been taken and the situation has been corrected.
b. Standby time required to resolve the situation shall be at the Contractor's expense.
3. The APM shall provide the following services:
a. Inspection of the Contractor's Work, practices, and procedures, including temporary
protection requirements, for compliance with all regulations and Project specifications.
b. Provide abatement Project air sampling as required by applicable regulations and the
Owner's requirements. Sampling will include background, work area preparation,
asbestos handling, and final cleaning and clearance air sampling.
c. Verify daily that all Workers used in the performance of the Project are certified by the
appropriate regulatory agency.
d. Monitor the progress of the Contractor's Work, and report any deviations from the
schedule to the Owner's Representative.
e. Monitor, verify, and document all waste load -out operations.
ASBESTOS ABATEMENT
Delta Engineers, Architects & LS 02 82 13 - 6
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122 McGraw Place
Window R min c ern en I.
f.
August 26, 2015
Verify that the Contractor is performing personal air monitoring daily, and that results are
being returned and posted at the site as required.
The APM shall maintain a log on site that documents all project related and Consultant
and Contractor actions, activities, and occurrences.
4. The following minimum inspections shall be conducted by the APM. Additional inspections
shall be conducted as required by Project conditions. Progression from one phase of Work to
the next by the Contractor is only permitted with the written approval of the APM.
a. Pre -Construction Inspection: The purpose of this inspection is to verify the existing
conditions of the Work Areas and to document these conditions.
b. Pre -Abatement Inspection: The purpose of this inspection is to verify the integrity of
each containment system prior to disturbance of any asbestos containing material. This
inspection shall take place only after the Work Area is fully prepped for removal.
c. Work In -Progress Inspections: The purpose of this inspection is to monitor the Work
practices and procedures employed on the Project and to monitor the continued integrity
of the containment system. Inspections within the removal areas shall be conducted by
the APM during all preparation, removal, and cleaning activities at least twice every
Work shift. Additional inspections shall be conducted as warranted.
d. Visual Clearance Inspection: The purpose of this inspection is to verify that: all materials
in the scope of work have been properly removed; no visible asbestos debris/residue
remains; no pools of liquid or condensation remains; and all required cleanings are
complete. This inspection shall be conducted before final air clearance testing.
e. Post -Clearance Inspection: The purpose of this inspection is to ensure the complete
removal of ACM, including debris, from the Work Area after satisfactory final clearance
sampling and removal of all isolation/critical barriers and equipment from the Work Area.
E. The Consultant shall provide abatement Project air sampling and analysis as required by applicable
regulations (New York State and/or AHERA). When applicable based on project size and work area
location, sampling will include background, work area preparation, asbestos handling, and final
cleaning and clearance air sampling.
1. Unless otherwise directed by the Owner, the Consultant shall have samples analyzed by Phase
Contrast Microscopy (PCM). If TEM clearance is required by the Owner, AHERA
protocols/methodology shall be followed.
2. Samples shall be collected as required by applicable regulations (New York State and/or
AHERA) and these specifications. If Transmission Electron Microscopy (TEM) clearance air
sampling is utilized by the owner, the clearance criteria and sampling protocols must be in
compliance with AHERA. If PCM air sample analysis results exceed the satisfactory clearance
criteria, then TEM analysis of the entire set of clearance air samples may be used, provided that
a standard NIOSH/ELAP accepted laboratory analysis method is utilized that shall report each
air sample result in fibers per cubic centimeter.
3. If the air sampling during any phase of the abatement project reveals airborne fiber levels at or
above .01 fibers/cc or the established background level, whichever is greater, outside the
regulated Work Area, Work shall stop immediately and corrective measures required by Code
Rule 56 shall be initiated. Notify all employers and occupants in adjacent areas. The Contractor
shall bear the burden of any and all costs incurred by this delay.
4. The Environmental Consultant shall submit copies of all elevated air sampling results collected
during abatement and all final air clearance results to the Commissioner of Labor.
ASBESTOS ABATEMENT
Delta Engineers, Architects & LS 02 82 13 - 7
2015.030.179
Sigma Alpha Epsilon
122 McGraw Place
Window Rglacement
1.10 CONTRACTOR AIR SAMPLING
August 26, 2015
A. In addition to the requirements of OSHA 1926.1101, the Contractor shall be required to perform
personal air monitoring every Work shift in each Work Area during which abatement activities occur
in order to determine that appropriate respiratory protection is being wom and utilized.
B. The Contractor shall conduct air sampling that is representative of both the 8 -hour time weighted
average and 30 -minute short-term exposures to indicate compliance with the permissible exposure and
excursion limits.
C. The Contractor's laboratory analysis of air samples shall be conducted by an NYS DOH ELAP
approved laboratory, subject to approval of the Owner's Representative.
D. Results of personnel air sample analyses shall be available, verbally, within twenty-four (24) hours of
sampling and shall be posted upon receipt. Written laboratory reports shall be delivered and posted at
the Work site within five (5) days. Failure to comply with these requirements may result in all work
being stopped until compliance is achieved.
1.11 PROJECT SUPERVISOR
A. The Contractor shall designate a full-time Project Supervisor who shall meet the following
qualifications:
1. The Project Supervisor shall hold New York State certification as an Asbestos Supervisor.
2, The Project Supervisor shall meet the requirements of a "Competent Person" as defined by
OSHA 1926.1101 and shall have a minimum of one year experience as a supervisor.
3. The Project Supervisor must be able to read and write English fluently, as well as communicate
in the primary language of the Workers.
B. If the Project Supervisor is not on-site at any time whatsoever, all Work shall be stopped. The Project
Supervisor shall remain on-site until the Project is complete. The Project Supervisor cannot be
removed from the Project without the written consent of the Owner. The Project Supervisor shall be
removed from the Project if so requested by the Owner.
C. The Project Supervisor shall maintain the bound Daily Project Log that also includes the entry/exit logs
as required by New York State Department of Labor and section 2.03 of the specifications and the
Waste Disposal Log required by section 4.04 of the specifications.
D. The Project Supervisor shall be responsible for the performance of the Work and shall represent the
Contractor in all respects at the Project site, The Supervisor shall be the primary point of contact for
the Asbestos Project Monitor.
1.12 MEDICAL REQUIREMENTS
A. Before exposure to airborne asbestos fibers, provide Workers with a comprehensive medical
examination as required by 29 CFR 1910.1001, and 29 CFR 1926.1101.
1. This examination is not required if adequate records show the employee has been examined as
required by 29 CFR 1910.1001, and 29 CFR 1926.1101 within the past year.
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1.13 T
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2. The same medical examination shall be given on an annual basis to employees engaged in an
occupation involving asbestos fibers and within thirty (30) calendar days before or after the
termination of employment in such occupations.
3, Medical Examination records shall be maintained on site for each employee.
NING
A. As required by applicable regulations, prior to assignment to asbestos Work instruct each employee
with regard to the hazards of asbestos, safety and health precautions, and the use and requirements of
protective clothing and equipment.
B. Establish a respirator program as required by ANSI Z88.2 and 29 CFR 1910.134, and 29 CFR
1926.1101. Provide respirator training and fit testing.
C. An onsite "tool box talk" is mandatory for all Contractor field personnel before the asbestos removal
can begin. This talk will review Cornell University practices and procedures pertaining to asbestos
control. Workers not complying with these specifications or Cornell University practices and
procedures will be asked to leave the job.
1.14 RESPI
TORY PROTECTION
A. Select respirators from those approved by the Mine Safety and Health Administration (MSHA), and
the National Institute for Occupational Safety and Health (NIOSH), Department of Health and Human
Services.
B. Respirators shall be individually fit -tested to personnel under the direction of an Industrial Hygienist on
a yearly basis. Fit -tested respirators shall be permanently marked to identify the individual fitted, and
use shall be limited to that individual. Fit -test records shall be maintained on site for each employee.
C. Where fiber levels permit, and in compliance with regulatory requirements, Powered Air Purifying
Respirators (PAPR) are the minimum allowable respiratory protection permitted to be utilized during
gross removal operations of OSHA Class I or OSHA Class II friable ACM.
D. No respirators shall be issued to personnel without such personnel participating in a respirator training
program.
E. High Efficiency Particulate Air (HEPA) respirator filters shall be approved by NIOSH and shall
conform to the OSHA requirements in 29 CFR 1910.134 and 29 CFR 1926.1101,
F. A storage area for respirators shall be provided by the Contractor in the clean room side of the
personnel decontamination enclosure where they will be kept in a clean environment.
G. The Contractor shall provide and make available a sufficient quantity of respirator filters so that filter
changes can be made as necessary during the work day. Filters will be removed and discarded during
the decontamination process. Filters cannot be reused. Filters must be changed if breathing becomes
difficult.
H. Filters used with negative pressure air purifying respirators shall not be used any longer than one eight
(8) hour work day.
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L Any authorized visitor, Worker, or supervisor found in the Work Area not wearilng the required
respiratory protection shall be removed from the Project site and not be permitted to return.
J. The Contractor shall have at least two (2) Powered Air Purifying Respirators stored on site designated
for authorized visitors use. Appropriate respirator filters for authorized visitors shall be made available
by the Contractor.
1.15 DELIVERY AND STORAGE
A. Deliver all materials to the job site in original packages with containers bearing manufacturer's name
and label.
B. Store all materials at the job site in a suitable and designated area.
1. Store materials subject to deterioration or damage away from wet or damp surfaces and under
cover.
2. Protect materials from unintended contamination and theft.
3. Storage areas shall be kept clean and organized.
C. Remove damaged or deteriorated materials from the job site. Materials contaminated with asbestos
shall be disposed of as asbestos debris as herein specified.
1.16 TEMPORARY UTILITIES
A. Temporary shutdown of HVAC and lock out of electric power to abatement work areas shall be the
responsibility of the contractor and shall be coordinated with the owner. If electrical circuits,
machinery and other electrical systems in or passing through a given regulated abateinent work area
must stay in operation, the contractor shall isolate/seal the live electric as per the requirements of 12
NYCRR Part 56 Subpart 56-7.7.
B. The Owner will provide a tie-in location to building power for the Contractor's GFCI electric panel for
project power. All temporary power to the work areas shall be brought in from outside the work
area through a ground -fault circuit interrupter at the source. The contractor will be responsible for
all temporary power (including the power required by the owner's representative for air sampling
equipment). All operations associated with electrical service work (i.e. lockout, temporary power
hook-up, etc.) shall be performed by a licensed electrician.
C. Provide temporary lighting with "weatherprooffixtures for all Work Areas including decontamination
chambers.
1. The entire Work Area shall be kept illuminated at all times.
2. Provide lighting as required by the Environmental Consultant or the purposes of performing
required inspections.
D. All temporary devices and wiring used in the Work Area shallbe capable of decontarnination
procedures including HEPA vacuuming and wet -wiping.
E. Utilize domestic water service, if available, from Owner's existing system. Provide hot water heaters
with sufficient capacity to meet Project demands.
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PART 2 PRODUCTS
2.1 PROTECTIVE CLOTHING
August 26, 2015
A. Provide personnel utilized during the Project with disposable protective whole body clothing, head
coverings, gloves and foot coverings. Provide disposable plastic or rubber gloves to protect hands.
Cloth gloves may be worn inside the plastic or rubber for comfort, but shall not be used alone. Make
sleeves secure at the wrists and make foot coverings secure at the ankles by the use of tape, or provide
disposable coverings with elastic wrists or tops.
B.
Provide sufficient quantities of protective clothing to assure a minimum of four (4) complete
disposable outfits per day for each individual performing abatement Work.
C. Eye protection and hard hats shall be provided and made available for all personnelentering any Work
Area.
D. Authorized visitors shall be provided with suitable protective clothing, headgear, eye protection, and
footwear whenever they enter the Work Area.
2.2 SIGNS AND LABELS
A. Provide warning signs and barrier tapes at all approaches to asbestos Work Areas. Locate signs at such
distance that personnel may read the sign and take the necessary protective steps required before
entering the area.
1. Provide danger signs in vertical format conforming to 29 CFR 1926.1101, minimum 20" x 14"
displaying the following legend.
DANGER
ASBESTOS CANCER AND LUNG DISEASE
HAZARD
AUTHORIZED PERSONNEL ONLY
RESPIRATORS AND PROTECTIVE CLOTHING
ARE REQUIRED IN THIS AREA
2. Provide 3" wide yellow barrier tape printed with black lettered, "DANGER ASBESTOS
REMOVAL". Locate barrier tape across all corridors, entrances and access routes to asbestos
Work Area. Install tape 3' to 4' AFF.
B. Provide asbestos danger labels affixed to all asbestos materials, scrap, waste, debris and other products
contaminated with asbestos.
1. Provide asbestos danger labels of sufficient size to be clearly legible, displaying the following
legend:
ASBESTOS ABATEMENT
DANGER
CONTAINS ASBESTOS FIBERS
AVOID CREATING DUST
CANCER AND LUNG DISEASE HAZARD
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2. Provide the following asbestos labels, of sufficient size to be clearly legible, for display on waste
containers (bags or drums) which will be used to transport asbestos contaminated material in
accordance with United States Department of Transportation 49 CFR Parts 171 and 172:
RQ HAZARDOUS
SUBSTANCE
SOLID, NOS
ORM-E, NA 9188
ASBESTOS
3, Generator identification information shall be affixed to each waste container indicating the
following printed in indelible ink:
Generator Name
Facility Name
Facility Address
2.3 DAILY PROJECT LOG
A. Provide a Daily Project Log. The log shall contain on title page the Project name, name, address and
phone number of Owner; name, address and phone number of Owner's Representative; name, address
and phone number of Environmental Consultant; name, address and phone number of Abatement
Contractor; emergency numbers including, but not limited to local Fire/Rescue department and all
other New York State Department of Labor requirements.
B. All entries into the log shall be made in non -washable, pennanei t ink and such pen shall be strung to or
otherwise attached to the log to prevent removal from the log -in area. Under no circumstances shall
pencil entries be pennitted.
C. All persons entering and exiting the Work Area shall sign the log and include name, social security
number, and time.
D. The Project Supervisor shall document all Work performed daily and note all inspections required by
Code Rule 56, i.e. testing and inspection of barriers and enclosures.
2.4 SCAFFOLDING AND LADDERS
A, Provide all scaffolding and/or staging as necessary to accomplish the Work of this Contract.
Scaffolding may be of suspension type or standing type such as metal tube and coupler, tubular welded
frame, pole or outrigger type or cantilever type. The type, erection and use of all scaffolding and
ladders shall comply with all applicable OSHA construction industry standards.
B. Provide scaffolding and ladders as required by the Environmental Consultant for the purposes of
performing required inspections.
2.5 SURFACTANT (AMENDED WATER)
A. Wet all asbestos -containing materials prior o removalith surfactant mixed and applied in accordance
with manufacturer's printed instructions.
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B. Approved Manufacturer:
1. International Protective Coatings Corp.: Serpiflex Shield
2. American Coatings Corp.: EPA 55 Asbestos Removal Agent
3. Certified Technologies: CerTane 2075 Penetrating Surfactant
August 26, 2015
2.6 ENCAPSULANT
A. Encapsulant shall be tinted or pigmented so that application when dry is readily discernible.
2.7 DISPOSAL BAGS, DRUMS, AND CONTAINERS
A. Provide 6 mil polyethylene disposal bags printed with asbestos caution labels. Bags shall also be
imprinted with U.S. Department of Transportation required markings.
B. Provide 30 or 55 gallon capacity fiber, plastic, or metal drums capable of being sealed air and water
tight if asbestos waste has the potential to damage or puncture disposal bags. Affix asbestos caution
labels on lids and at one-third points around drum circumference to assure ready identification.
C. Containers and bags must be labeled in accordance with 40 CFR Part 61 NESHAPS and Code Rule 56.
When the bags/containers are moved to the lockable hardtop dumpster from the waste decontamination
system washroom, the bags must also be appropriately labeled with the date they are moved on the
bag/container in waterproof markings.
D. Labeled ACM waste containers or bags shall not be used for non -ACM waste or trash. Any material
placed in labeled containers or bags, whether turned inside out or not shall be handled and disposed of
as ACM waste.
2.8 HEPA VACUUM EQUIPMENT
A. All dry vacuuming performed under this contract shall be performed with High Efficiency Particulate
Absolute (HEPA) filter equipped industrial vacuums conforming to ANSI Z9.2.
B. Provide tools and specialized equipment including scraping nozzles with integral vacuum hoods
connected to a HEPA vacuum with flexible hose.
2.9 POWER TOOLS
A. Any power tools used to drill, cut into, or otherwise disturb asbestos material shall be manufacturer
equipped with HEPA filtered local exhaust ventilation.
2.10 POLYETHYLENE SHEETING
A. All polyethylene (plastic) sheeting used on the Project (including but not limited to sheeting used for
critical and isolation barriers, fixed objects, walls, floors, ceilings, waste container) shall be at least 6
mil fire retardant sheeting.
B. Decontamination enclosure systems shall utilize at least 6 mil opaque fire retardant plastic sheeting. At
least 2 layers of 6 mil reinforced fire retardant plastic sheeting shall be used for the flooring.
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PART 3 EXECUTION
3.1 GENE
L REQUIREMENTS
August 26, 2015
A. Should visible emissions or water leaks be observed outside the Work Area, immediately stop Work
and institute emergency procedures per Code Rule 56. Should there be elevated fiber levels outside the
Work Area, immediately stop Work, institute emergency procedures per Code Rule 56, and notify all
employers and occupants in adjacent areas. All costs incurred in decontaminating such non -Work
Areas and the contents thereof shall be borne by the Contractor, at no additional cost to the Owner.
B. Medical approval, fit test reports, and NYS DOL certificates shall be on site prior to admittance of any
Contractor's employees to the asbestos Work Area.
C. The following submittals, documentation, and postings shall be maintained on-site by the Contractor
during abatement activities at a location approved by the Abatement Project Monitor:
1. Contractor license issued by New York State Department of Labor.
2. Certification, Worker Training, Medical Surveillance:
a. New York State Asbestos Handler certification cards for each person employed in the
removal, handling, or disturbance of asbestos.
b, Evidence that Workers have received proper training required by the regulations and the
medical examinations required by OSHA 29 CFR 1926.1101.
c. Documentation that Workers have been fit tested specifically for respirators used on the
Project.
3. Daily OSHA personal air monitoring results.
4. NYS Department of Health ELAP certification for the laboratory that will be analyzing the
OSHA personnel air samples.
5. NYS Department of Environmental Conservation Waste Transporter Permit.
6. Project documents (specifications and drawings.)
7. Notifications and variances (site specific and applicable.) Ensure that the most up-to-date
notifications and variances are on-site.
8. Applicable regulations.
9. Material Safety Data Sheets ofsupplies/chernicals used on the Project.
10. Approved Abatement Work Plan.
11.List of emergency telephone numbers.
12. Magnahelic manometer semi-annual calibration certification.
13. Daily Project Log.
D. The following documentation shall be maintained on-site by the Abatement Project Monitor during
abatement activities:
1. Contractor license issued by New York State Department of Labor.
2. Air Sample Log.
3. Air sample results.
4. Project Monitor Daily Log
5. Asbestos Survey Report.
6. A copy of ASTM Standard E1368 "Standard Practice for Visual spectio of Asbestos
Abatement Projects."
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E. The active regulated exterior work area must be vacated by building occupants prior to
decontamination enclosure construction and Work Area preparation.
F. All demolition necessary to access asbestos containing materials for removal must be conducted by
licensed asbestos handlers. Demolition debris may be disposed of as construction and demolition
debris provided the Abatement Project Monitor determines that it is not contaminated with asbestos
and there has been no disturbance of ACM within the enclosure. If the demolition debris is determined
to be contaminated or ACM has been disturbed, it must be disposed of as asbestos waste.
3.2 REMOVAL OF EXTERIOR BRICK MOLDING AND NON -FRIABLE ACM EXTERIOR
PERIMETER F E CAULK FROM WINDOW UNITS
A. Except as modified by this section, removal of exterior brick molding and non -friable ACM caulk for
the affected window units shall conform to all provisions of this specification.
B. Unless Site Specific Variances have been otherwise obtained, removals shall be conducted in
accordance with the provisions of Code Rule 56.
C. The "Active" exterior regulated abatement work area shall be the area from which ACM materials
are being removed and shall extend 25 feet from the perimeter of the active removal area.
D. Non -certified Workers are not allowed in the Work Area until the Work Area is cleared by the
Asbestos Project Monitor.
E. Remote small project decontamination enclosure system shall be constructed at a location in
accordance with the approved Work Plan. Remote Decontamination enclosure shall be located as
close to the active regulated abatement work area as physically possible, but no greater than 50 feet
from the building. It shall be cordoned off at a distance of 25 feet to separate it from public areas.
F. All openings (including but not limited to operable windows, doors, hatches, vents, ducts, and pities)
within the regulated exterior work area and within 25 feet of the active work area shall be sealed with
two layers of six mil polyethylene. Critical barriers for window units shall be installed in the interior.
Critical barriers for all other openings can be installed on the interior or exterior.
G. Any fixed or non-operable windows within the regulated exterior work area and within 25 feet ofthe
active work area need not to be plasticized.
H. The removal of the ACM caulk may require the use o
methods/procedures to ensure complete removal.
c
apers, power tools, or other
1. Interior window opening critical ban-iers shall remain in-place until the final visual inspection is passed
by the Asbestos Project Monitor for the given exterior regulated abatement work area. The abatement
contractor shall be responsible for the removal and disposal of the window opening critical barriers.
J. Dumpsters used for waste storage shall be lined with two layers of six mil polyethylene. Open -top
dumpsters shall be secured/closed a minimum plywood cover and polyethylene flaps that are sealed at
the end of each work shift.
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K. Personal protective equipment, including respirators, shall be utilized and worn during all removal
operations until the Work Area is cleared by the Asbestos Project Monitor.
L. The University may, at his discretion, choose to conduct air sampling. If air samples collected during
abatement indicate any airborne asbestos fiber concentration(s) at or above 0.01 f/cc, Work shall be
stopped immediately and Work methods shall be altered to reduce the airborne asbestos fiber
concentration(s).
Following completion of gross abatement and after all accumulations of asbestos waste materials have
been containerized, the following decontamination procedures shall be followed:
1. All surfaces in the active Work Area shall be HEPA vacuumed and then wet cleaned.
2. The Asbestos Project Monitor shall conduct a visual inspection of the Work Area for
cleanliness.
3. Upon satisfactory visual inspection results and subsequent new window unit installation, the
critical barriers shall be removed.
3.3 REMOVAL OF ASBESTOS CONTAINING MATERIALS
A. Asbestos -containing materials shall be 'e oved in accordance
approved Asbestos Work Plan.
e Contract Documents and the
B. Sufficiently wet asbestos materials with a low pressure, airless fine spray of surfactant to ensure full
penetration prior to material removal. Re -wet material that does not display evidence of saturation.
C. One Worker shall continuously apply amended water while ACM is being removed.
D. Perform cutting, drilling, abrading, or any penetration or disturbance of asbestos containing material in
a manner to minimize the dispersal of asbestos fibers into the air. Use equipment and methods
specifically designed to limit generation of airborne asbestos particles. All power operated tools used
shall be provided with HEPA equipped filtered local exhaust ventilation.
E. Upon removal of ACM from the substrate, the newly exposed surfaces shall be HEPA vacuumed
and/or wet cleaned. Surfaces must be thoroughly cleaned using necessary methods and any required
solvents to completely remove any adhesive, mastic, etc.
F. All removed material shall be placed into 6 mil plastic disposal bags or other suitable container upon
detachment from the substrate. Cleanup of accumulations of loose debris or waste shall be perfonned
whenever there is enough accumulation to fill a single bag or container and minimally at the end of
each workshift.
G. Large components shall be wrapped in two layers of 6 mil polyethylene sheeting. Sharp components
likely to tear disposal bags shall be placed in fiber drums or boxes and then wrapped with sheeting.
H. Power or pressure washers are not pennitted for asbestos removal or clean-up procedures unless
approved in a Site Specific Variance.
I. All construction and demolition debris determined by the Environmental Consultant to be
contaminated with asbestos shall be handled and disposed of as asbestos waste.
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K. The use of metal shovels, metal dust pans, etc. are not permitted inside the work area
PART 4 DISPOSAL OF ASBESTOS WASTE
4.1 TRANSPORTATION AND DISPOSAL SITE
A. The Contractor's Hauler and Disposal Site shall be approved by the Owner's Representative.
B. The Contractor shall give twenty-four (24) hour notification prior to removing any waste from the site.
Waste shall be removed from the site only during normal working hours unless otherwise specified.
No waste may be taken fiom the site unless the Contractor and Environmental Consultant are present
and the Environmental Consultant authorizes the release of the waste as described herein.
C. All waste generated as part of the asbestos project shall be removed from the site within ten (10)
calendar days after successful completion of all asbestos abatement work.
D. Upon arrival at the Project Site, the Hauler must possess and present to the Environmental Consultant a
valid New York State Department of Environmental Conservation Part 364 Asbestos Hauler's Permit.
The Environmental Consultant may verify the authenticity of the hauler's permit with the proper
authority.
E. The Hauler, with the Contractor and the Environmental Consultant, shall inspect all rnaterial in the
transport container prior to taking possession and signing the Asbestos Waste Manifests.
F, Unless specifically approved by the Owner, the Contractor shall not permit any off-site transfers of the
waste or allow the waste to be transported or combined with any other off-site asbestos material. The
Hauler must travel directly to the disposal site as identified on the notifications with no unauthorized
stops.
4.2 WASTE STORAGE CONTAINERS
A. All waste containers shall be fully enclosed and lockable (i.e. enclosed durnpster, trailer, etc.). No
open containers will be permitted on-site (i.e. open dumpster with canvas cover, etc.) unless
specifically pennitted by a Site Specific Variance.
B. The Environmental Consultant shall verify that the waste storage container and/or truck tags (license
plates) match that listed on the New York State Department of Environmental Conservation Part 364
perrnit. Any container not listed on the permit shall be removed from the site immediately.
C. The container shall be plasticized and sealed with two (2) layers of 6 mil polyethylene. Once on site, it
shall be kept locked at all times, except during load out. The waste container shall not be used for
storage of equipment or contractor supplies.
D. While on-site, the container shall be labeled with EPA Danger signage:
DANGER
CONTAINS ASBESTOS FIBERS
AVOID CREATING DUST
CANCER AND LUNG DISEASE HAZARD
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E, The New York State Department of Environmental Conservation Asbestos Hauler's Permit number
shall be stenciled on both sides and back of the container.
F. The container is not permitted to be loaded unless it is properly plasticized, has the appropriate danger
signage affixed, and has the permit number appropriately stenciled on the container.
4.3 ASBESTOS WASTE MANIFESTS
A. The proposed asbestos waste manifest sha
start of the project for review and approval.
be sub ed to
e Owner's Representative prior to the
B. The Manifest shall be completed by the Contractor and verified by the Environmental Consultant that
all the information and amounts are accurate and the proper signatures are in place.
C. The Manifests shall have the appropriate signatures prior to any waste being removed from the site.
D. Copies of the completed Manifest shall be retained by the Environmental Consultant and the
Contractor and shall remain on site for inspection.
E. Upon arrival at the Disposal Site, the Manifest shall be signed by the Disposal Facility operator to
certify receipt of ACM covered by the manifest. The Disposal Facility operator shall return the
original Manifest to the Contractor,
F. The Contractor shall forward copies of the Manifest to the Owner's Representative within 14 days of
the waste container being removed from the site. Failure to do so may result in payment being
withheld from the Contractor.
G. Originals of all waste disposal manifests shall be submitted by the Contractorthe Owner's
Representative with the final close-out documentation.
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CORNELL UNIVERSITY SECTION 06 46 00
Ithaca, New York WOOD TRIM
SECTION 06 46 00 - WOOD TRIM
T 1 GENE
1.1 S MARY
A. The work to be done under this section includes all equipment, labor, materials, and accessories
required for the furnishing, setting in place, and completion of wood trim shown on the
Drawings or called for in the Project Manual including but not limited to:
1. Exterior standing and running trim is part of Phase 1.
2. Interior standing and running trim at windows identified is included in Phase 1.
3. Wood furring, blocking, shims, and hanging strips for installing woodwork items unless
concealed within other construction before woodwork installation.
1.2 ACTION SUBMITT S
A. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale
details, attachment devices, and other components.
B. Samples: Following shop drawing approvals, fabricate the following for approval by Architect.
If preliminary sample(s) are not approved, fabricate additional mock-up(s) for approval by
Architect at no added cost to Owner:
1. Six inch sample of each profile:
a. Exterior standing and running trim: Brick mould profile.
b. Interior standing and running trim: Each casing piece with profile scheduled for
replacement.
1.3 QUALITY ASS
NCE
A. Fabricator Qualifications: Engage an experienced mechanic who has completed at least five
carpentry projects similar in material, design, method, and extent to that indicated for this
Project and with a record of successful in-service performance.
1.4 FIELD CONDITIONS
Weather Limitations for Exterior Work: Proceed with installation of exterior wood trim only
when existing and forecasted weather conditions permit work to be performed and at least one
coat of specified finish to be applied without exposure to rain, snow, or dampness.
SIGMA ALPHA EPSILON WOOD TRIM
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WINDOW REPLACEMENT PHASE ONE
06 46 00 - 1
NOVEMBER 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
PART 2 - PRODUCTS
SECTION 06 46 00
WOOD TR
2A WOOD TRIM FABRICATORS
A. Fabricators: Exterior and interior standing and running trim are to be custom fabricated to
match existing exactly.
2.2 EXTERIOR STANDING AND RUNNING TRIM FOR OPAQUE FINISH
A. Grade: Premium.
B. Regional Materials: Exterior trim for opaque finish shall be manufactured within 500 miles of
Project site.
C. Wood Species: Spanish Cedar, African Mahogany, or Cypress, quarter sawn.
Shape: Brick mold to match existing exactly.
2.3 INTERIOR STANDING AND RUNNING TRIM FOR T
A. Grade: Premium,
NSPARENT FINISH
B. Regional Materials: Interior trim for transparent finish shallbe manufactured within 500 miles
of Project site.
C. Wood Species and Cut: Match species and cut indicated for other types of transparent -finished
architectural woodwork located in same area of building unless otherwise indicated.
1. Species: Red Oak.
2. Cut: Plain sawn.
2.4 INTERIOR STANDING AND RUNNING TRIM FOR OPAOUE FINISH
A. Grade: Premium.
B. Regional Materials: Interior trim for opaque finish shall be manufactured within500 miles of
Project site.
C. Wood Species: Poplar.
2.5 WOOD MATERIALS
A. Wood Products: Provide materials that comply with requirements of referenced quality standard
for each type of wood trim and quality grade specified unless otherwise indicated.
1. Wood Moisture Content for Exterior Materials: 10 to 15 percent.
2. Wood Moisture Content for Interior Materials: 8 to 13 percent.
SIGMA ALPHA EPSILON WOOD TRIM 06 46 00 - 2
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WINDOW REPLACEMENT PHASE ONE
CORNELL UNIVERSITY SECTION 06 46 00
Ithaca, New York WOOD TRIM
2.6 MISCELLANEOUS MATERIALS
A. Exterior Blocking, Shims, and Nailers: Softwood or hardwood lumber, pressure -preservative
treated, kiln dried to less than 15 percent moisture content.
1. Preservative Treatment by Pressure Process: AWPA UI; Use Category UC3b.
a. Kiln dry lumber after treatment to a maxiinurn moisture content of 19 percent.
b. Mark lumber with treatment quality mark of an inspection agency approved by the
American Lumber Standards Committee's (ALSC) Board of Review.
c. For use in contact with exterior masom-y materials.
B. Interior Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln
dried to less than 15 percent moisture content.
C. Nails for Exterior Use: stainless steel.
D. Screws for Exterior Use: bronze or stainless steel.
E. Sealants: Latex, complying with ASTM C 834 Type OP, Grade NF and recommended by
sealant and substrate manufacturers for intended application.
F. Wood Repair Materials: Basis of Design: Abatron Wood Restoration System.
1. LiquidWood0 for consolidation of punky wood.
2. WoodEpox® for filling gouges.
2.7 FABRICATION
A. Fabricate wood trim to dimensions, profiles, and details indicated. Ease edges to radius
indicated for the following:
1. Edges of Solid -Wood (Lumber) Me nbers: Match existing.
B. Backout or groove backs of flat trim rnembers and kerf backs of other wide, flat rnernbers
except for members with ends exposed in finished work.
2.8 SHOP PRIMING
A. Exterior Wood Trim for Opaque Finish: Shop prime with one coat of wood prinier specified in
Section 099113 "Exterior Painting."
1. All new exterior wood trim is to be back primed before installation.
B. Interior Wood Trim for Opaque Finish: Shop prime with one coat of wood primer specified in
Section 099123 "Interior Painting."
SIGMA ALPHA EPSILON WOOD TRIM
122 McG' W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
06 46 00 - 3
NOVEMBER 6, 2015
CORNELL, UNIVERSITY SECTION 06 46 00
Ithaca, New York WOOD TRIM
C. Interior Wood Trim for Transparent Finish: Shop seal with stain (if required), other required
pretreatments, and first coat of finish as specified in Section 099300 "Staining and Transparent
Finishing."
D. Preparations for Finishing: Comply with referenced quality standard for sanding, filling
countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing wood
trim, as applicable to each unit of work.
1. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to
concealed surfaces of wood trim. Apply two coats to surfaces installed in contact with
concrete or masonry and to end -grain surfaces.
PART 3 - EXECUTION
3.1 PREPA
,
TION
A. Before installation, condition wood trim to average prevailing humidity conditions in
installation areas.
3.2 INSTALLATION
A. Install wood trim level, plumb, true, and straight. Shim as required with concealed shims. Install
level and plumb to a tolerance of 1/8 inch in 96 inches.
B. Scribe and cut wood trim to fit adjoining work, refinish cut surfaces, and repair damaged finish
at cuts.
C. Anchor wood trim to anchors or blocking built in or directly attached to substrates. Secure with
countersunk, concealed fasteners and blind nailing. Use fine finishing nails or finishing screws
for exposed fastening, countersunk and filled flush with woodwork.
D. Standing and Running Trim: Install using full-length pieces.
1. Install standing and running trim with no more variation from a straight line than 1/8 inch
in 96 inches.
END OF SECTION 06 46 00
SIGMA ALPHA EPSILON WOOD TRIM
122 McG " W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
06 46 00 - 4
NOVEMBER 6, 2015
CORNELL UNIVERSITY SECTION 07 92 00
Ithaca, New York JOINT SEAL TS
SECTION 07 92 00 - JOINT SEALANTS
PART 1 - GENERAL
1.1
Y
A. The work to be done under this section includes all equipment, labor, material, and accessories
required for the furnishing, setting in place, and completion of joint sealants shown on the
Drawings or called for in the Project Manual including but not limited to:
1. Nonstaining silicone joint sealants
a. Work at exterior windows is part of Phase 1.
2. La ex joint sealants.
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A. Product Data: For each joint -sealant product.
B. Samples: For each kind and color of joint sealant required.
1.4
, 1
TY
A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not
comply with performance and other requirements specified in this Section within specified
warranty period.
1. Warranty Period: Two years from date of Substantial Completion.
B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or
replace those joint sealants that do not comply with performance and other requirements
specified in this Section within specified warranty period.
1. Warranty Period: Five years from date of Substantial Completion.
SIGMA ALPHA EPSILON JOINT SEALANTS
122 McG " W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
07 92 00 - 1
NOVEMBER 6, 2015
CORNELL, UNIVERSITY
Ithaca, New York
PART 2 - PRODUCTS
SECTION 07 92 00
JOINT SEALANTS
2.1 JOINT SEALANTS, GENERAL
A. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range.
2.2 NONSTAINING SILICONE JOINT SEALANTS
A. Nonstaining Joint Sealants: No staining of substrates when tested according to ASTM C 1248.
B. Silicone, Nonstaining, S, NS, 50, NT: Nonstaining, single -component, nonsag, plus 50 percent
and minus 50 percent movement capability, nontraffic-use, neutral -curing silicone joint sealant;
ASTM C 920, Type S, Grade NS, Class 50, Use NT.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
a. Dow Corning Corporation.
b. Pecora Corporation.
c. Sika Corporation; Joint Sealants.
d. Tremco Incorporated.
2.3 MILDEW -RESISTANT JOINT SEAL TS
A. Aciylic Latex: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the
following, or approved equal:
a. BASF Corporation:, Consultation Systems*
b. Pecora Comoration.
2.4 JOINT -SEAL T BACKING
A. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed -cell material with a surface skin)
if required, and of size and density to control sealant depth and otherwise contribute to
producing optimum sealant performance.
B. Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant
manufacturer.
2.5 MISCELLANEOUS MATERIALS
A. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants
and sealant backing materials.
SIGMA ALP EPSILON JOINT SEALANTS
122 Mc -W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
07 92 00 - 2
NOVEMBER 6, 2015
CORNELL UNIVERSITY SECTION 07 92 00
Ithaca, New York JOINT SEALANTS
B. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces
adjacent to joints.
PART 3 - EXECUTION
3.1 FREP
TION
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. 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.
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 j oints.
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, unifonn 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.
SIGMA ALPHA EPSILON JOINT SEALANTS
122 McG W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
07 92 00 - 3
NOVEMBER 6, 2015
CO ELL UNIVERSITY SECTION 07 92 00
Ithaca, New York JOINT SEALANTS
3.3 JOINT -SEALANT SCHEDULE
A. Joint -Sealant Application: Exterior joints in vertical surfaces and horizontal borizontal nontraffic surfaces,
1. Joint Locations:
a. Exterior wood window fame to brick masonry joint,
b. Exterior wood window frame to steel window lintel joints,
2. Joint Sealant: Silicone, nonstaining, S, NS, 50, NT.
3. Joint -Sealant Color: As selected by Architect from manufacturer's full range of colors.
B. Join -Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces.
1. Joint Locations:
a. Interior wood window casing to existing wall surfaces, plaster or gypsum drywall.
2. Joint Sealant: Acrylic Latex, Type OP, Grade NF.
3. Joint Sealant Color: Selected from manufacturer's standard range.
OF SECTION 07 92 00
SIGMA ALP EPSILON JOINT SEAL TS
122 McGRAW PLACE Bcro Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
07 92 00 - 4
NOVEMBER 6, 2015
CORNELL UNIVERSITY
Ithaca, New York
SECTION 08 52 00 - WOOD WINDOWS
PART 1 - GEN
1.1 S M
A.
•
SECTION 08 52 00
WOOD WINDOWS
The work to be done under this section includes all equipment, labor, materials, and accessories
required for the furnishing, setting in place, and completion of wood windows shown on the
Drawings or called for in the Project Manual including but not limited to:
1. Aluminum -clad wood windows.
a. Pella Architectural Series Precision Fit windows.
b. Pella Architectural Series windows.
1) Casement windows where indicated on drawings.
2. Alternate No. 1: Furnish Phase 2 replacement window sash.
a. Furnish all replacement window sash identified for Phase 2 installation. Unload
and store on site where directed by Owner.
B. Project Phasing
1. Phase 1: Replace all student room and toilet room window sash as indicated on
drawings.
2. Phase 2: Al! remaining window sash not replaced in Phase 1 unless otherwise indicated.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: Include plans, elevations, sections, hardware, accessories, insect screens,
operational clearances, and details of installation, including anchor, flashing, and sealant
installation.
C. Samples: For each exposed product and for each color specified, 2 by 4 inches in size.
D. Product Schedule: For wood windows. Use same designations indicated on Drawings.
1.3 INFO ' ATIONAL SUBMITTALS
A. Sample warranties.
SIGMA ALPHA EPSILON WOOD WINDOWS
122 McG 0 W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
08 52 00 - 1
NOVEMBER 6,2015
CORNELL UNIVERSITY
SECTION 08 52 00
Ithaca, New York WOOD WINDOWS
1.4 OU = ITY ASSU
• ,
NCE
A. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate
aesthetic effects and set quality standards for materials and execution.
1.5 WA'' TY
A. Manufacturer's Warranty: Manufacturer's standard warranty.
PART 2 - PRODUCTS
2.1 MANUFACT RS
A. Alurninum-Clad Wood Windows:
1,, Manufacturers: Provide Pella Windows.
a. Precision Fit at existing double hung
b. Built to Order fixed and casement units unless otherwise indicated.
B. Operating Types: As indicated on Drawings.
C, Sashes: Manufacturer's standard Pine for windows scheduled for opaque interior finish, Red
Oak for windows scheduled for transparent interior finish.
1. Exterior Finish: Aluminum -clad wood.
a. Aluminum Finish: Manufacturer's standard fluoropolynier two -coat system with
fluoropolymer color topcoat containing not less than 70 percent polyvinylidene
fluoride resin by weight and complying with AAMA 2605.
b. Color: Manufacturer's "Classic White", provide sample for verification prior to
ordering sash.
2, Interior Finish for Opaque finish: Manufacturer's standard factory -pre finish "White",
provide sample for verification prior to ordering sash.
3. nterior Finish for Stained finish: No finish. Provide stained finish as specified in
Section 099300 — STAINING TRANSP • NT FINISHING.
a. Exposed Unfinished Wood Surfaces: Red Oak.
D. Insulating -Glass Units: ASTM E 2190.
1. Glass: Manufacturer's standard..
a. Tint: Clear.
2. Lites: Refer to Drawings.
3. Filling: Fill space between glass lites with air.
SIGMA ALPHA EPSILON WOOD WINDOWS
122 McG " W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
08 52 00 - 2
NOVEMBER 6,2015
CORNELL UNIVERSITY SECTION 08 52 00
Ithaca, New York WOOD WINDOWS
E. Glazing System: Manufacturer's standard factory -glazing system that produces weathertight
seal.
F. Hardware, General: Manufacturer's standard corrosion -resistant hardware sized to accommodate
sash weight and dimensions.
1. Exposed Hardware Color and Finish: As selected by Architect from manufacturer's full
range to match windows No. 156 - 161.
G. Projected Window Hardware:
1. Gear -Type Rotary Operators: Manufacturer's standard.
a. Type and Style: As selected by Architect from rnanufacturer's full range of types
and styles.
2. Hinges: Manufacturer's standard type for sash weight and size indicated.
3. Single -Handle Locking System: Operates positive -acting arms that pull sash into locked
position. Provide one arm on sashes up to 29 inches tall and two anis on taller sashes.
H. Hung Window Hardware:
1. Counterbalancing Mechanism: Manufacturer's standard.
2. Locks and Latches: Operated from the inside only.
3. Tilt Hardware: Releasing tilt latch allows sash to pivot about horizontal axis.
1. Weather Stripping: Provide full-penrneter weather stripping for each operable sash unless
otherwise indicated.
Fasteners: Noncorrosive and compatible with window embers, trim, hardware, anchors, and
other components.
1. Exposed Fasteners: Do not use exposed fasteners to the greatest extent possible. For
application of hardware, use fasteners that match finish hardware being fastened.
K. Weight Pocket Insulation: Basis of Design: Dow Great StuffrM Window and Door foam sealant.
2.2 ACCESSORIES
A. Dividers (False Muntins): Provide divider grilles in designs indicated for each sash lite.
1. Quantity and Type: Pella Integrated Light Technology® Grilles. Three per sash, two
permanently located at exterior and interior lites and one permanently located between
insulating -glass lites.
2. Material: Manufacturer's standard.
3. Pattern: As indicated on Drawings.
4. Profile: Manufacturer's 7/8" width standard profile.
5. Color: To match sash.
SIGMA ALPHA EPSILON WOOD WINDOWS
122 McG ' W PLACE Sere Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
08 52 00 - 3
NOVEMBER 6, 2015
CO ELL UNIVERSITY
SECTION 08 52 00
haca, New York WOOD WINDOWS
2.3 INSECT SCREENS
A. General: Fabricate insect screens to integrate with window sash and frame. Provide screen for
each operable exterior sash.
1 Type and Location: Full, inside for project -out, full, outside for double -hung sashes.
B. Aluminum Frames: Complying with SMA 1004 or SMA 1201.
1. Finish for Interior Screens: Baked -on organic coating in color selected by Architect from
manufacturer's full range.
2. Finish for Exterior Screens: Matching color and finish of cladding.
C. Glass -Fiber Mesh Fabric: Manufacturer's standard flat screen mesh,
1. Mesh Color: Charcoal grey.
2.4 FABRICATION
A. Fabricate wood window sash in sizes indicated. Include a complete system for installing and
anchoring windows.
B. Glaze wood windows in the factory.
C. Weather strip each operable sash to provide weathertight nstallation.
D. Provide mullions and cover plates for new full window units where indicated, matching window
units, complete with anchors for support to structure and installation of window units. Allow for
erection tolerances and provide for movement of window units due to thermal expansion and
building deflections, Provide mullions and cover plates capable of withstanding design wind
loads of window units.
E. Complete fabrication, assembly, finishing, hardware application, and other work in the factory
to greatest extent possible. Disassemble components only as necessary for shipment and
installation. Allow for scribing, trimming, and fitting at Project site.
PART 3 - EXECUTION
3.1 INSTALLATION
A Comply with manufacturer's written instructions for installing windows, hardware, accessories,
and other components. For installation procedures and requirements not addressed in
manufacturer's written instructions, comply with installation requirements in ASTM E 2112.
B. Install windows level, plumb, square, true to line, without distortion, anchored securely in place
to structural support, and in proper relation to wall flashing and other adjacent construction to
produce weathertight construction.
SIGMA ALPHA EPSILON WOOD WINDOWS
122 McGRAW PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
08 52 00 - 4
NOVEMBER 6, 2015
CORNELL UNIVERSITY
mmm
Ithaca, New York
SECTION 08 52 00
WOOD WINDOWS
C. Adjust operating sashes and hardware for a tight fit at contact points and weather stripping for
smooth operation and weathertight closure.
Clean exposed surfaces immediately after installing windows. Remove excess sealants, glazing
materials, dirt, and other substances.
E. Remove and replace sashes if glass has been broken, chipped, cracked, abraded, or damaged
during construction period.
OF SECTION 08 52 00
SIGMA ALPHA EPSILON WOOD WINDOWS
122 MCG W PLACE sero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
085200-5
NOVEMBER 6, 2015
CORNELL UNIVERSITY SECTION 09 91 13
Ithaca, New York EXTERIOR PAINTING
SECTION 09 91 13 - EXTERIOR PAINTING
PART 1 - GENE
1.1 SMARY
A. The work to be done under this section includes all equipment, labor, materials, and accessories
required for the furnishing, setting in place, and completion of exterior painting shown on the
Drawings or called for in the Project Manual including but not limited to:
1. Wood window trim.
a. Refer to Section 06 46 00 — WOOD TRIM for wood repair.
b. All exterior wood at windows is to be painted in Phase 1.
2. Steel .ndow lintels.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product. Include preparation requirements and application
instructions.
B. Selection Samples: For each type of paint system and each color and gloss of topcoat submit a
complete set of color chips that represent actual product, color, and sheen.
1.3 MAINTENANCE MATERIAL SUBMITTALS
A. Furnish extra materials, from the same product run, that match products installed and that are
packaged with protective covering for storage and identified with labels describing contents.
1.4 DELIVERY, STO
GE AND H D ING
A. Deliver manufacturer's unopened containers to work site. Packaging shall bear the
manufacturer's name, label and the following information:
1. Product name and type (description),
2. Application and use instructions.
3. Surface preparation instructions.
4, Environmental issues.
5. VOC content.
6. Batch date.
7. Color number.
SIGMA ALPHA EPSILON EXTERIOR PAINTING
122 McG ' W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
09 91 13 - 1
NOVEMBER 6, 2015
CO ELL UNIVERSITY SECTION 09 91 13
Ithaca, New York EXTERIOR PAINTING
B. Store materials not in use in tightly covered containers in a well -ventilated area that is within
acceptable temperature range, per manufacturer's written instructions. Maintain storage
containers in a clean condition, free of foreign materials and residue.
C. Store and dispose of solvent -based materials, and materials used with solvent -based materials,
in accordance with requirements of authorities having jurisdiction.
1.5 PROJECT CONDITIONS
A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air
are between 50 and 90 deg F.
B. Apply solvent -thinned paints only when temperatures of surfaces to be painted and surrounding
air are between 45 and 95 deg F.
C. All exposed bare wood shall be primed within one week of exposure or installation. If
temperature does not permit priming, apply paintable wood preservative within one week of
exposure or installation. Preservative may be sprayed or brushed.
D. Do not paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or at
temperatures less than 5 deg F above the dew point; or to damp or wet surfaces.
1.6 OUALITY ASSU
CE
A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to
verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects
and set quality standards for materials and execution.
I Architect will select one surface to represent surfaces and conditions for application of
each paint system.
a. Color to match existing exterior window trim.
T 2- PRODUCTS
2.1 MANUFACTURERS
A. Products: Subject to compliance with requirements, provide the product specified.
B. Basis of Design: Subject to compliance with requirements, provide paint products APPROVED
BY CORNELL UNIVERSITY. Basis of design: Benjamin Moore & Co.
2.2 PAINT, GENERAL
A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its
"MPI Approved Products Lists."
SIGMA ALPHA EPSILON EXTERIOR PAINTING
122 McG • W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
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CORNELL UNIVERSITY SECTION 09 91 13
Ithaca, New York EXTERIOR PAINTING
2.3
B. Material Compatibility:
Materials for use within each paint system shall be compatible with one another and
substrates indicated, under conditions of service and application as demonstrated by
manufacturer, based on testing and field experience.
2. For each coat in a paint system, products shall be recommended in writing by topcoat
manufacturers for use in paint system and on substrate indicated.
C, VOC Content: Provide materials that comply with VOC limits of authorities having
jurisdiction.
D. Colors: As selected by Architect from manufacturer's full range; match existing.
1. 100% percent of surface area will be painted with deep tones.
IERS/SEALERS
A. Wood -Knot Sealer: Sealer recommended in writing by topcoat manufacturer for exterior use in
paint system indicated.
2.4 WOOD PRIMERS
A, Primer, Alkyd for ExteriorWood: MPI #5.
1 Benjamin Moore: Fresh Start® Multi -Purpose Oil Based Primer, or approved equal.
2.5 METAL P
• I
ERS
A. Primer, Alkyd for Exterior Metal: MPI #79.
1. Benjamin Moore: Super Spec HP Alkyd Metal Primer, or approved equal.
2.6 ACRYLIC -LATEX PAINTS
A. Acrylic High Gloss: MPI #114,
1. Benjamin Moore: Impervex® Latex High -Gloss Metal and Wood Enamel. Or approved
equal.
2.7 ALKYD PAINT
A. Alkyd Low Lustre Paint: MPI #79.
1. Benjamin Moore: Super Spec HP® D.T.M. Alkyd Low Lustre, or approved equal,
SIGMA ALPHA EPSILON EXTERIOR PAINTING
122 McGRAW PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
09 91 13 - 3
NOVEMBER 6, 2015
CORNELL UNIVERSITY SECTION 09 91 13
Ithaca, New York EXTERIOR PAINTING
PART 3 - EXECUTION
3.1 E MINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements
for maximum moisture content and other conditions affecting performance of the Work.
B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter
as follows:
I. Wood: 15 percent.
C. Verify suitability of substrates, including surface conditions and compatibility with existing
finishes and primers.
D. Proceed with coating application only after unsatisfactory conditions have been corrected.
1. Application of coating indicates acceptance of surfaces and conditions.
3.2 PREP
TION
A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural
Painting Specification Manual" applicable to substrates and paint systems indicated.
B. Remove hardware and similar items already in place that are removable and are not o be
painted.
C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's
written instructions for each particular substrate condition and as specified.
1. Provide barrier coats over incompatible primers or remove and re -prime.
2. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral
spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off.
a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac
or other recommended knot sealer before applying primer. After priming, fill
holes and imperfections in finish surfaces with putty or plastic wood filler. Sand
smooth when dried.
b, Prime wood to be painted immediately on delivery. Prime edges, ends, faces,
undersides, back sides, and cut edges of wood.
c. Condition replacement wood members to prevailing conditions at installation areas
before installing.
3. Existing Wood: Appropriate paint preparation includes hand scraping, hand sanding, and
wire brushing. Carbide blade scrapers are recommended.
a. Rotary sanders, pressurized water or aggregate blasting, or propriety machines that
remove excessive amounts of wood and leave swirls or gouges will not be used.
SIGMA ALPHA EPSILON EXTERIOR PAINTING
122 McG W PLACE Sero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
09 91 13 - 4
NOVEMBER 6, 2015
CO
ELL UNIVERSITY SECTION 09 9
thaca, New York EXTERIOR PAINTING
b. Stripping with heat gun, infra -red stripper, or chemicals shall be done only after
consultation with the Architect.
All loose boards and missing or loose nails will be repaired or replaced prior to
priming. Replacement nails shall be stainless steel.
d. Weathered gray (punky) or deteriorated wood shall be sanded to a bright, sound
substrate prior to priming. This can be accomplished with hand sanding, pad
(finish) sanders, or random orbit sanders.
e. Where sanding is not possible, weathered gray or deteriorated wood shall be
treated with a mixture of one -part boiled linseed oil and one -part mineral spirits as
a consolidant for the wood surface. Treatment shall dry prior to priming.
f Treat mildew with a solution of one -part chlorine bleach and four -parts water and
then thoroughly rinse.
g. Feather edges of sanding as required for smooth transitions.
h. Caulking and filling procedures shall be completed after priming and not over bare
wood.
D. Material Preparation:
1. Maintain containers used in mixing and applying paint in a clean condition, free of
foreign materials and residue.
2. Stir material before application to produce a mixture of uniform density. Stir as required
during application. Do not stir surface film into material. If necessary, remove surface
film and strain material before using.
3.3 APPLICATION
A. Scheduled Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise
prepared for painting as soon as practical after preparation and before subsequent surface
deterioration.
1. If undercoats, stains, or other conditions show through final coat of paint, apply
additional coats until paint film is ofuniform finish, color, and appearance.
B. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators
according to manufacturer's written instructions. All spray work must be back -brushed or
rolled, and all unpainted surfaces protected from overspray.
C. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's
recommended spreading rate. Provide total dry film thickness of the entire system as
recommended by manufacturer.
D. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by
manufacturer, to material that is required to be painted or finished and that has not been prime
coated by others. Re -coat primed and sealed surfaces where evidence of suction spots or
unsealed areas in first coat appears, to ensure a finish coat with no bum -through or other defects
due to insufficient sealing.
1. All new wood is to be back primed before installation.
SIGMA ALP EPSILON EXTERIOR PAINTING
122 McG • W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
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NOVEMBER 6, 2015
CORNELL UNIVERSITY SECTION 09 91 13_
Ithaca, New York EXTERIOR PAINTING
E. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth,
opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting,
holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be
acceptable.
3.4 CLEANING AND PROTECTION
A. Protect work of other trades against damage from paint application. Correct damage to work of
other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and
leave in an undamaged condition.
B. At completion of construction activities of other trades, touch up and restore damaged or
defaced painted surfaces.
3.5 EXTERIOR PAINTING SCHEDULE
A. Wood Substrates:
1. Acrylic Latex over Alkyd Primer
a. Prime Coat: Primer, alkyd for exterior wood, MPI #5.
b. Intermediate Coat: Exterior, aciylic latex high -gloss enamel for wood, matching
topcoat.
c. Topcoat: Exterior, acrylic latex, high -gloss en el for wood (MPI Gloss Level 7),
MPI #114.
B. Metal Substrates:
1. Alkyd System
a. Prime Coat: Primer, alkyd for exterior metal, PRI #79.
b, Intermediate Coat: Exterior, alkyd low luster, MPI #79.
c. Topcoat: Same as intermediate coat.
END OF SECTION 09 91
SIGMA ALPHA EPSILON EXTERIOR PAINTING
122 McGRAW PLACE Sero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
09 91 13 - 6
NOVEMBER 6,2015
CO '1 ELL UNIVERSITY
Ithaca, New York
SECTION 09 91 23
SECTION 09 91 23 - INTERIOR PAINTING
PART 1 - GENE
1.1 SUMMARY
INTERIOR PAINTING
A. The work to be done under this section includes all equipment, labor, materials, and accessories
required for the furnishing, setting in place, and completion of interior painting shown on the
Drawings or called for in the Project Manual including but not limited to:
1. Phase 1.
a, Wood.
b Gypsum plaster.
1.2 DEFINITIONS
A. MPI Gloss Level 4: 20 to 35 units at 60 degreesand not less than 35 units at 85 degrees,
according to ASTM D 523.
B. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product. Include preparation requirements and application
instructions.
B. Samples: For each type of paint system and in each color and gloss of topcoat.
1.4 QUALITY ASS
•
NCE
A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to
verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects
and set quality standards for materials and execution,
1. Architect will select one surface to represent surfaces and conditions for application of
each paint system.
a. Vertical and Horizontal Surfaces: Provide samples of at least 2 sq. ft.
b. Other Items: Architect will designate items or areas required.
2. Final approval of color selections will be based on mockups.
a. If preliminary color selections are not approved, apply additional mockups of
additional colors selected by Architect at no added cost to Owner.
SIGMA ALPHA EPSILON INTERIOR PAINTING
122 McGRAW PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
09 91 23 - 1
NOVEMBER 6, 2015
CO ELL UNIVERSITY
SECTION 09 91 23
Ithaca, New York INTERIOR PAINTING
1.5 DELIVERY, STO
GE, AND HANDLING
A. Delivery: Deliver manufacturer's unopened containers to work site, Packaging shall bear
manufacturer's name, label, and the following information:
1. Product name and type (description).
2. Application and use instructions.
3. Surface preparation instructions.
4. VOC content.
5. Environmental issues.
6. Batch date.
7. Color number.
B. Store materials not in use in tightly covered containers in a well -ventilated area that is within
acceptable temperature range, per manufacturer's written instructions.
C. Store and dispose of solvent -based materials, and materials used with solvent -based materials,
in accordance with requirements of local authorities having jurisdiction.
1.6 PROJECT CONDITIONS
A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air
are between 50 and 90 deg F.
B. Apply solvent -thinned paints only when e nperatures of surfaces to be painted and surrounding
air are between 45 and 95 deg F.
PART 2- PRODUCTS
2.1 MANUFACT
RS
A. Products: Subject to compliance with requirements, provide product listed in the Interior
Painting Schedule for the paint category indicated.
B. Basis of Design: Subject to compliance with requirements, provide paint products APPROVED
BY CORNELL UNIVERSITY. Basis of Design: Benjamin Moore & Co.
2.2 PAINT, GENE
,
A. Material Compatibility:
1. Materials for use within each paint system shall be compatible with one another and
substrates indicated, under conditions of service and application as demonstrated by
manufacturer, based on testing and field experience.
2. For each coat in a paint systern, products shall be recommended in writing by topcoat
manufacturers for use in paint system and on substrate indicated.
SIGMA ALPHA EPSILON INTERIOR PAINTING
122 McGRAW PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
09 91 23 - 2
NOVEMBER 6,2015
CO
ELL UNIVERSITY SECTION 09 91 23
INTERIOR PAINTING
Ithaca, New York
B. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction.
1. Flat Paints and Coatings: 50 g/L.
2. Nonflat Paints and Coatings: 150 g/L.
3. Primers, Sealers, and Undercoaters 200 g/L.
C. Colors: As selected by Architect from manufacturer's full -ange and to match existing adjacent
pained surfaces.
2.3 PRIMERS/SEALERS
A. Primer, Latex, Water Based:
1. Benjamin Moore & Co.; Fresh Start High -Hiding All Purpose Primer (046).
2.4 WATER-.13ASED PAINTS
A. Latex, Interior, Institutional Low Odor/VOC, (Gloss Level 4).
1. Benjamin Moore & Co.; Super Spec Interior Latex (Eggshell) (C274).
2.5 CLEANING MATERIALS
A. Water Cleaning: Clean with water and bristle brush.
B. Job -Mixed Detergent Solution: Mix 2 cups of tetrasodium polyphosphate, 1/2 cup of laundry
detergent, 5 quarts of 5 -percent sodium hypochlorite bleach, and 15 quarts of warm water for
each 5 gallon of solution required.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements
for maximum moisture content and other conditions affecting performance of the Work.
B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter
as follows:
1. Wood: 15 percent,
2. Plaster: 12 percent.
C. Verify suitability of substrates, including surface conditions and compatibility with existing
finishes and primers.
D. Proceed with coating application only after unsatisfactory conditions have been corrected.
SIGMA ALPHA EPSILON INTERIOR PAINTING
122 McG' W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
09 91 23 - 3
NOVEMBER 6, 2015
CORNELL UNIVERSITY SECTION 099123
Ithaca, New York INTERIOR PAINTING
1. Application of coating indicates acceptance ofsurfaces and conditions.
3.2 CLEANING
A. Clean substrates of substances that could impair bond of paints,including dust, dirt, oil, grease,
and incompatible paints and encapsulants.
1. Remove incompatible primers and reprime substrate with compatible primers or apply tie
coat as required to produce paint systems indicated.
2. Remove dust, dirt, oil, grease, and sticky residue with job -mixed detergent solution; rinse
thoroughly and allow to dry. Protect adjacent surfaces from cleaning process by masking
surfaces. Detergent can damage metal, painted surfaces, stained wood, and glass.
3. For heavy-duty cleaning where job -mixed detergent solution does not adequately remove
residue, mix 1 cup tetrasodium polyphosphate with 3 quarts water. Apply in a limited
amount to substrate and protect adjacent construction.
3.3 PREP
TION
A. Comply with manufacturer's written instructions and recommendations in "MPI Architeetural
Painting Specification Manual" applicable to substrates and paint systems indicated.
B. Remove hardware, covers, plates, and similar items already in place that are removable and are
not to be painted. If removal is impractical or impossible because of size or weight of item,
provide surface -applied protection before surface preparation and painting.
1. After completing painting operations, use workers skilled in the trades involved to
reinstall items that were removed. Remove surface -applied protection if any.
C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's
written instructions for each substrate condition and as specified.
1. Provide barrier coats over incompatible primers or remove and re -prime.
2. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral
spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off.
a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac
or other recommended knot sealer before applying primer. After priming, fill
holes and imperfections in finish surfaces with putty or plastic wood filler. Sand
smooth when dried.
b. Feather edges of sanding as required for smooth transitions.
D. Material Preparation:
1 Maintain containers used in mixing and applying paint in a clean condition, free of
foreign materials and residue.
2: Stir material before application to produce a mixture of uniform density. Stir as required
during application. Do not stir surface film into material. If necessary, remove surface
film and strain material before using.
SIGMA ALPHA EPSILON
122 McG • W PLACE
WINDOW REPLACEMENT P
INTERIOR PAINTING 09 91 23-4
Bero Architecture PLLC NOVEMBER 6, 2015
SE ONE
CORNELL UNIVERSITY
laca, New York
SECTION 09 91 23
INTERIOR PAINTING
E Scheduled Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise
prepared for painting as soon as practical after preparation and before subsequent surface
deterioration.
1. If undercoats, stains, or other conditions show through final coat of paint, apply
additional coats until paint film is of uniform finish, color, and appearance.
3.4 APPLICATION
A. Apply paints according to manufacturer's written instructions and recommendations in "MPI
Architectural Painting Specification Manual."
B. Scheduled Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise
prepared for painting as soon as practical after preparation and before subsequent surface
deterioration.
1. If undercoats, stains, or other conditions show through final coat of paint, apply
additional coats until paint film is of uniform finish, color, and appearance.
2. Omit primer over metal surfaces that have been shop primed and touch up painted.
C. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's
recommended spreading rate. Provide total dry film thickness of the entire system as
recommended by manufacturer,
D. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by
manufacturer, to material that is required to be painted or finished and that has not been prime
coated by others. Re -coat primed and sealed surfaces where evidence of suction spots or
unsealed areas in first coat appears, to ensure a finish coat with no burn -through or other defects
due to insufficient sealing.
E. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth,
opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting,
holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be
acceptable.
3.5 CLE ING AND PROTECTION
A. Protect work of other trades against damage from paint application. Correct damage to work of
other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and
leave in an undamaged condition.
I At completion of construction activities of other trades, touch up and restore damaged or
defaced painted surfaces.
B. At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint
materials from Project site.
C. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting
operations, remove temporary protective wrappings provided by others to protect their work.
SIGMA ALPHA EPSILON INTERIOR PAINTING
122 McGRAW PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
09 91 23 - 5
NOVEMBER 6, 2015
CORNELL UNIVERSITY SECTION 09 91 23
Ithaca, New York INTERIOR PAINTING
3.6 INTERIOR PAINTING SCHEDULE
A, Wood Substrates: Wood trim and Windows.
1, Institutional Low-Odor/VOC Latex System:
a, Prime Coat: Primer, latex, water based; Fresh Start® Premium Interior Primer.
b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat.
c. Topcoat: Latex, interior, institutional low odor/VOC, Super Spec Interior Latex
(Eggshell).
B. Plaster Substrates, including areas of plaster repairs:
1. Institutional Low-Odor/VOC Latex System:
a. Prime Coat: Primer sealer, Latex, Water-based, Fresh Start® Prernium Interior
Primer.
b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat.
c. Topcoat: Latex, interior, institutional low odor/VOC, Super Spec Interior Latex
(Eggshell).
END OF SECTION 09 91 23
SIGMA ALPHA EPSILON INTERIOR PAINTING
122 McGRAW PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
09 91 2.3 - 6
NOVEMBER 6, 2015
CORNELL UNIVERSITY SECTION 09 93 00
Ithaca, New York
SECTION 09 93 00 - STAINING AND T
PART 1 - GENE
STAINING AND TRANSPARENT FINISHING
NSP ' ENT FINISHING
1.1 SUMM Y
A. The work to be done under this section includes all equipment, labor, materials, and accessories
required for the furnishing, setting in place, and completion of staining and transparent finishing
shown of the Drawings and called for in the Project Manual including but not limited to:
1. Phase 1.
a. Interior Substrates:
1) Dressed lumber (finish carpentry or woodwork).
1.2 DEFINITIONS
MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees,
according to ASTM D 523.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product. Include prep
instructions.
atioi
-equirements and application
1. Include printout of current "MPI Approved Products List" for each product category
specified, with the proposed product highlighted.
B. Samples: For each type of finish system and in each color and gloss of finish required.
1.4 QUALITY ASSURANCE
A. Mockups: Apply mockups of each finish system indicated and each color selected to verify
preliminary selections made under Sample submittals, to demonstrate aesthetic effects, and to
set quality standards for materials and execution.
1. Architect will select one surface to represent surfaces and conditions for application of
each type of finish system and substrate.
2. Final approval of stain color selections be based on mockups.
SIGMA ALPHA EPSILON STAINING AND TRANSPARENT FINISHING 09 93 00 - 1
122 McG ' • W PLACE Bero Architecture PLLC NOVEMBER 6, 2015
WINDOW REPLACEMENT PHASE ONE
CORNELL UNIVERSITY
Ithaca, New York
PART 2- PRODUCTS
2.1 MANUFACTURERS
SECTION 09 93 00
STAINING AND TRANSPARENT FINISHING
A. Basis -of -Design Product: Subject to compliance with requirements, provide Cabot Water -Borne
PolyStain.
2.2 MATERIALS, GENE L
A. MPI Standards: Products shall comply with standards indicated and shall be listed in its
"MPI Approved Products List."
B. Stain Colors: As selected by Architect from manufacturer's full range, match existing adjacent
transparent finished wood. Custom blending of more than one color may be required to match
exiting.
PART 3 - EXECUTION
3.1 E MINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements
for maximum moisture content and other conditions affecting perfonnance of the Work.
B. Maximum Moisture Content of Exterior Wood Substrates: 15 percent, when measured with an
electronic moisture meter.
C. Maximum Moisture Content of Interior Wood Substrates: 15 percent, when measured with an
electronic moisture meter.
D. Verify suitability of substrates, including surface conditions and compatibility with existing
finishes and primers.
E. Proceed with finish application only after unsatisfactory conditions have been corrected.
. Beginning finish application constitutes Contractor's acceptance of substrates and
conditions.
3.2 PREPA
TION
A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural
Painting Specification Manual" applicable to substrates indicated,
B. Remove hardware and similar items already in place that are rernovable.
C. Clean and prepare surfaces to be finished according to manufacturer's written instructions for
each substrate condition and as specified.
SIGMA ALPHA EPSILON STAINING AND TRANSP ' NT FINISHING 09 93 00 - 2
122 McG W PLACE Bero Architecture PLLC NOVEMBER 6, 2015
WINDOW REPLACEMENT PHASE ONE
CO ELL UNIVERSITY
Ithaca, New York
SECTION 09 93 00
STAINING AND TRANSP
ENT FINISHING
1. Remove dust, dirt, oil, and grease by washing with a detergent solution; rinse thoroughly
with clean water and allow to dry. Remove grade stamps and pencil marks by sanding
lightly. Remove loose wood fibers by brushing.
2. Remove mildew by scrubbing with a commercial wash formulated for mildew removal
and as recommended by stain manufacturer.
3. Sand existing wood trim to provide a smooth substrate to receive transparent finish.
3.3 APPLICATION
A. Apply finishes according to manufacturer's written instructions and recommendations in "MPI
Architectural Painting Specification Manual."
B. Apply finishes to produce surface films without cloudiness, holidays, lap marks, brush marks,
runs, ropiness, or other surface imperfections.
3.4 CLEANING D PROTECTION
A. Protect work of other trades against damage from finish application. Correct damage by
cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave m an
undamaged condition.
B. At completion of construction activities of other trades, touch up and restore damaged or
defaced finished wood surfaces.
3.5 EXTERIOR WOOD -FINISH -SYSTEM SCHEDULE
A. Wood Substrates: Wood trim.
1. Water -Based Semitransparent Stain System:
a. Prime Coat: Stain, exterior, water based, semitransparent, matching topcoat.
b. Intermediate Coat: Stain, exterior, water based, semitransparent, matching topcoat.
c. Topcoat: Stain, exterior, water based, semitransparen].
END OF SECTION09 93 00
SIGMA ALPHA EPSILON STAINING AND TRANSP ENT FINIS NG 09 93 00 -
122 McG W PLACE Bero Architecture PLLC
WINDOW REPLACEMENT PHASE ONE
NOVEMBER 6, 2015
CONSTRUCTION DOCUMENTS
SIGMA ALPHA EPSILON
122 McGraw Place
Window Replacement Phase One
—FDR
CORNELL UNIVERSITY
FACILITIES SERVICES
ITHACA,
NEW YORK
ABBREVIATIONS
MATERIALS
off
oc
oddl
a/c
alt
approx
Above Finish Floor
Acoustical
Additional
Air Conditioning
Alternate
Approximate
Basement
Bearing
Bench Mark
Blocking
Both Ways
Bottom
Bridging
Building
Face Of Finish
Face Of Masonry
Face Of Studs
Finish(ed)
Finish Goat
Floor
Floor Drain
Footing
Foundation
Freezer
Furnace
Panel
Paint(ed)
Penny
Perforated
Plaster
Plastic Laminate
Plate
Plywood
Polyvinyl Chloride
Power Pole
Provide
Pressure Treated
Galvanized
Gauge
Glass or Glazing
Ground Fault Interrupter
Gypsum Drywall
X
cab
cpt
csmt
cb
clg
c/
Gt
co
cloy
col
Gonc
cmu
Ga jt
cont
cjt
cmp
crs
Cabinet
Carpet
Casement
Gatch Basin
Ceiling
Center to Center
Ceramic Tile
Glean Out
Closet
Column
Concrete
Concrete Masonry Unit
Construction Joint
Continuous
Control Joint
Corrugated Metal Pipe
Courses
Handicap
Hardware
Height
Heater
Heating/Ventilation/
Air Conditioning
Hollow Metal
Horizontal
Hose Bibb
Inside Diameter
Insulation
Interior
Invert
Isolation Joint
reinf
rcp
rvt
ra
reFr
rev
rd
rm
ro
ru
Reinforcing
Reinforced Concrete Pipe
Reinforced Vinyl Tile
Return Air
Refrigerator
Revision, Revised
Roof Drain
Room
Rough Opening
Rubber
iY pu 43ii AA] me
IIIIII11_1IIIIII
11 I ,111 11III
Detail
Diameter
Dimension
Dishwasher
Double
Double Hung (Window)
Drawing
Drinking Fountain
son
shr
shth
sim
spec
stn
st
at1
str
Sanitary
Shower
Sheathing
Similar
Specification
Stain(ed)
Stainless
Steel
Structural
STAGING PLAN
Elevation
Equal
Equipment
Exhaust
Existing
Expansion Joint
Exterior
mfr
mo
mat
max
n.ech
mtl
min
mise
Manufacturer
Masonry Opening
Material
Maximum
Mechanical
`Metal
Minimum
Miscellaneous
Tempered
Thickness
Tongue and Groove
Top Of Footing
Top Of Plate
Top Of Steel
Top Of Wall
Typical
1//
n/o
nic
nts
Unless Otherwise Noted
...110.....1
•aims.
oc
opo
od
oh
On Center
Opening
Opposite
Outside Diameter
Overhead
yr
vert
vif
v
CONTRACTOR
STAGING AREA
Water Closet
Waterproof
Welded Wire Fabric
With
Without
Wood
Porous Fill
Concrete
Metal
(Small Scale)
Welded Wire
Fabric
Metal
(Large Scale)
Earth
Wood (Rough)
(Nominal Size Shown
at Large Scale Only)
Wood
(Finished)
Concrete
Masonry Units
Insulation
(Rigid)
Insulation
(Batt/Blanket)
CODE SUMMARY
PROJECT LOCATION:
Sigma Alpha Epsilon Fratemity - Bordered by Fall Creek gorge to
the north, Phi Gamma Delta Fraternity to the east, Alpha Delta Phi
Fratemity to the south, and Stewart Avenue to the west.
PROJECT DESCRIPTION:
Work generally consists of the following:
Repairs
* Repair and replacement of existing exterior and interior wood window
trim.
Alteration - Level 1
* Remove and replace existing wood window sash with aluminum clad
wood window sash. No change to be made to existing window size,
configuration, or location.
BUILDING DATA:
Building :
Description:
Year Built
Building Area:
Project Work Area:
% of total Floor area:
Sigma Alpha Epsilon Fratemity
122 McGraw Place
Ithaca, NY 14853
Four-story building with exterior masonry bearing
walls interior construction type unknown, assumed
wood frame.
1924
21,605 sf (gross)
6,940 sf (net) - assumed ground floor
NA
NA
APPLICABLE CONSTRUCTION CODES:
Building Code of New York State
ECCCNYS
Existing Building Code of New York State
Fire Code of New York State
Property Maintenance Code of New York State
PATH OF CODE COMPLIANCE:
- 2010 Edition
- 2014 Edition
- 2010 Edition
- 2010 Edition
- 2010 Edition
Existing Building Code of New York State
101.5.2 Work Area Compliance Method (Applicable Chapters)
Chapter 4 Classification of Work
402 Repairs (Chapter 5)
403 Alteration - Level 1 (Chapter 6)
ECCCNYS
Chapter 4 [CE] Commercial Energy Efficiency
C402 Building Envelope Requirements Table C402.3
Property Maintenance Code of New York State
Chapter 7 Fire Safety Requirements
702 Means of Egress 702.4
CODE DATA SUMMARY:
Building was constructed and subsequent alterations made in compliance
with codes in existence at that time.
Use Group:
Construction Type:
Fire Safety:
Building Height:
Building Area:
R-2
Type III -B
Existing Full Fire Alarm System (per NFPA 72)
Existing Code Compliant Emergency and Exit
Lighting - (assumed)
Basic permitted: 4 stories - 55'
Automatic Sprinkler System Increase: 5 stories - 75'
Basic permitted: 16,000 sf per story
SYMBOLS
103
T.O.S.
= 100'-O"
Window Type
Door Number
Room Number
Revision
Point Elev.
Property Line
Gridline
Contour Line
\ Existing
Proposed
Interior
Elevation
Section
Section Number
Direction Shown
Where drawn
Detail
Detail Number
Where drawn
Area to be Drawn
/
INDEX OF DRAWINGS
T-10
Title Sheet
A -I0 Lower Level Plan and Window Schedule
A -II First Floor Plan and Window Schedule
A-12 Second Floor Plan and Window Schedule
A -I3 Third Floor Plan and Window Schedule
A-20 East Elevation
A 2I South Elevation
A-22 West Elevation
A-23 North Elevation
A-50 Window and Casing Types
Existing Window Section
WARNINGCORNELL
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLEL ( WITH RESPECT TO THE
PROJECT FOR WHICH THEY OWERE CREATED. THE THER RESERVED RIGHTS, INCLUDING RETAINSALL HMI ON LAW, STATUTORY AND
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. IT ISA VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE, THE NOTATION 'ALTERED BY', AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.'
WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED WORK
AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN AS A MATTER OF INFORMATION AND THAT THE
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO«'
RESPONSIBILITY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR WITH ALL CONDMONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONSO.i~
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
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PROJECT TITLE:
Sigma Alpha Epsilon
12L' McGraw Place
Window -Replacement Phase One
SHEET TITLE:
Title Sheet
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CLIENT / OWNER:
Cornell University
Facilities Services
Ithaca, New York.
SHEET NUMBER/DATE:
T_10
November 6, 2015
Planning
University
New
E
LOWER LEVEL WINDOW SCHEDULE
MARK
PHASE
MATW
SIZE
OPERATION
WINDOW
TYPE
CASING
TYPE
REMARKS
REPAIR NOTES
BY WINDOW
CLIENT / OWNER:
Cornell University
Facilities r i
Se V Gey
Ithaca, New York
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WG
2'-8"
4'-5"
exg
DH
Bl
32
016
2
WG
3'-0"
4'-O"
exg
GSMT
D
017
2
WC
3'-O"
4'-0"
exg
GSMT
D
018
2
WC
3'-0"
4'-O"
exg
GSMT
D
()lc'
2
WG
3'-O"
4'-O"
exg
GSMT
D
020
2
WG
2'-I0'
5'-4"
exg
17H
B3
32
021
2
INC
2'-10'
5'-4"
exg
PH
B3
32
022
2
WG
2' -IO'
51-4"
exg
DH
B3
32
023
2
WC
2'-10'
51-4"
exg
DH
B3
32
024
2
WG
31-2"
4'-5"
exg
DH
BI
32
GENERAL REPAIR NOTES, ALL WINDOWS:
1. Window sizes shown in schedules are nominal and based on Architect's Field measurements. Field verify each window opening size prior to ordering replacement sash.
Measure window width at head, meeting rail or mid -point, and sill. Measure window height at both jambs and center. Provide shims as required for variations in width or
• height for plumb and level installation.
2. Carefully remove and salvage interior stops and other trim (casings, stools, stops, and aprons) only to the extent required for removal of existing sash and installation
of new sash. Each piece of trim is to be individually identified for reinstallation in the exact same location on completion of new sash installation. Securely store
salvaged trim during other work of the project until ready for reinstallation at completion of window replacement.
3. Remove weatherstripping at all windows.
4. Remove and salvage head, jamb, and/or sill mounted operating hardware, window weights, pulleys, and chains.
5. Provide insulation at window weight pockets.
6. Remove miscellaneous abandoned fasteners, hardware, staples, and abandoned window treatment hardware applied to interior and exterior trim and Frame.
1. Remove applied trim at upper sash on exterior parting stop
8. Prepare and paint interior trim after reinstallation. Fill cracks and holes, including provide dutchman at abandoned operating hardware, before sanding. Sand existing
surfaces smooth including transitions at fill, patches, or gouges. Prime bare wood and paint t two coats over bare wood, one coat at painted surfaces. Fill and/or
consolidate sills as required to provide acceptable substrates for painting.
q. Prepare and paint exterior trim.
10. Provide sealant at wood to brick masonry at exterior perimeter of all windows.
11° Provide brick molding where removed For asbestos abatement operations.
12. Prepare and paint steel window lintels.
REPAIR NOTES BY WINDOW:
1. Refasten brick mold at window head
2. NOT USED
3. Remove wooden block on Front Face of apron
4° -Replace missing quarter round on east side jamb
5. Remove quarter round across top
6. Fill gouge on west side jamb of quarter round 3" x 1/4"
'1. Remove abandoned window screen
8. Replace sill
q° Replace profile trim at window head
10. NOT USED
11 Provide consolidate at face of sill
12. Remove 2x member applied to sill
13. Fill gouge at stool 3" x 3/4" x 1/4"
14. Fill gouge at stool 4" x I" x 1/2"
15. Replace existing twelve (12) inch Dutchman repair on north side
16. Sand apron at left mullion smooth
17. Sand mullion cover smooth
18° Fill gouge at brick mold 2" x 1/2" x 1/4" (x2)
Iq. Fasten mullion plate
20. Replace thirty (30) inches of flat piece attached to brick mold on west side
21. NOT USED
22. Replace or provide Dutchman six (6) inches outside casing profile
23. Remove metal track at head, jambs, and sill
24. Refasten head trim
25. Remove paint (strip) at casings, stool, and apron. Sand, prepare, prime, and paint.
26. Sand stool, top and front edge smooth
21. Provide wood louver in upper sash, 28" x 24"
28. Fill gouge
2q. Patch apron bottom, I" x 1/2"
30. Remove shelves at window head
31. Remove metal plug, provide wood plug
32° Provide brick mold, Full length at three sides in Phase 1
•
•
•
•
•
.
•
•
•
•
•
•
•
•
.
•
•
•
.
•
.
•
•
.
.
•
•
.
•
.
.
•
•
•
•
.
.
•
•
•
•
•
•
•
•
- . . . . . • . • . . • .. . . . . . . -
•
•
•
.
•
•
•
.
•
•
•
B13
BOOSB
612
BOOGB
B04
B06
B08
BIO
B03
6005A
BII
605
601
B005C
Phase I
Line type indictor typical
• • • • Phase
Line type indictor typical
No work at this
window either phase
BOq
.
.
I Lower Leve i PIan
1/8" = 1' - 0"
z
NOTE:
Plan drawings were prepared by:
Frank McGuire Architects
27 Chestnut Street
Boston, MA 02108
(611) 142.424q
Drawings are to be used as
illustrative of number and location
of windows included in the project
scope. Actual dimensions for
each window are to be verified in
the field.
.
•
•
WARNING:
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THE
PROJECT FOR WHICH THEY WERE CREATED, THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. IT IS A VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE, THE NOTATION °ALTERED Br, AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.
WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED WORK
AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN AS A MATTER OF INFORMATION AND THAT THE
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO
RESPONSIBILITY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR WITH ALL CONDITIONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
-0
JJ1.J ■■■
'��� {//
BERO
STAMP
PROJECT TITLE:
Sigma Alpha Epsilon
122 McGraw Place
Window Replacement Phase One
p
SHEET TITLE:
Lower Level Plan
and
1Nindow Schedule
PROJECT NO:
15040
COPYRIGHT 2015
ARCHITECTURE
�+ T
PLLC T �y
i v
32 Winthrop Street
Rochester, New York 14607
(585) 262-2035
revisions
CLIENT / OWNER:
Cornell University
Facilities r i
Se V Gey
Ithaca, New York
SHEET NUMBER/DATE:
A
November
O
6, 2015
c
FIRST FLOOR WINDOW SCHEDULE
MARK
PHASE
MATIN
SIZE
OPERATION
WINDOW
TYPE
CASING
TYPE
REMARKS
REPAIR NOTES
BY WINDOW
SHEET NUMBER/DATE:
A — 1
l 1
November
H
SILL HT
101
2
WG
2'-8"
5'-8'
exg
DH
54
102
2
WG
2'-8"
5'-8"
exg
DH
54
103
2
WG
2'-8"
5'-8"
exg
DH
B4
104
2
WG
2'-8"
5'-8"
exg
DH
134
105
2
WG
2'-8"
5'-8"
exg
DH
54
106
2
WG
2'-8"
5'-8"
exg
DH
54
10'1
2
WG
2'-8"
5'-8"
exg
DH
54
108
2
WG
2'-8"
5'-8"
exg
DH
54
IOq
2
WG
2'-8"
4'-6"
exg
FXP
G
110
2
WG
2'-8"
4'-6"
exg
FXD
G
III
2
WG
2'-8"
4'-6"
exg
FXD
G
112
2
WG
2-2"
2'-b"
exg
GSMT
D
113
2
WC
2'-2"
2'-b"
exg
GSMT
D
114
2
WG
2-q"
5'-8"
exg
DH
B4
115
2
WG
2'-q"
5'-8"
exg
DH
B4
116
1
WG
2' -II"
5'-8"
exg
PH
54
11'7
1
WG
2-11"
5'-8"
exg
DH
54
118
1
WG
2' -II"
5'-8"
exg
DH
54
Ilq
1
WG
2' -II"
5'-8„
exg
DH
54
120
1
WG
2.-11"
5.-8"
exg
DH
B4
121
1
WG
2-11"
5'-8"
exg
DH
B4
122
1
WG
2-11"
5'-8"
exg
DH
B4
123
1
WC
2'-11"
5'-8"
exg
DH
B4
124
2
WG
2.-11"
5'-8"
exg
PH
B4
125
2
WG
2-4"
5'-8
exg
DH
133
32
126
2
WG
2-4"
5'-8
exg
17H
B3
32
121
2
WG
2'-8"
5'-8"
exg
PH
134
128
2
WG
2-8"
5'-8"
exg
DH
54
12q
I
WG
2'-3"
5'-5"
exg
DH
53
4
32
130
1
WC
2'-3"
5'-5"
exg
DH
53
4
32
131
1
WG
2'-4"
6'-5"
exg
DH
53
5
32
132
I
WG
2-4"
6'-5"
exg
DH
B3
5
32
133
1
WG
2-4"
6-5"
exg
DH
53
5
32
134
1
WG
2-4"
6-5"
exg
DH
53
5
32
135
1
WG
2'-4"
6'-5"
exg
DH
53
5
32
136
1
WG
2-4"
6'-5"
exg
DH
133
5
32
131
1
WG
2-4"
6-5"
exg
DH
53
5
32
138
1
WG
2'-4"
6'-5"
exg
DH
B3
5
32
I3q
1
WG
2-4"
6'-5"
exg
DH
53
5
28, 2 @ 3"xl/2"xl/2", 32
140
1
WG
2'-4"
6'-5"
exg
DH
133
5
28, 1 CO I"x1/2"x3/8", 32
141
1
WG
2'-4"
6'-5"
exg
DH
53
5
28, 2 ® 1/2"(1), 32
142
1
WG
2'-4"
6'-5"
exg
17H
B3
5
32
143
I
WG
2'-4"
6'-5"
exg
DH
B3
5
32
144
1
WG
2'-4"
6'-5"
exg
DH
53
5
32
28, 4 ®1/2" 0, 32
21, 16 I"x1/2", 32
145
1
WG
2'-4"
6'-5"
exgDH
B3
5
146
1
WG
2'-4"
6'-5"
exg
DH
B3
5
32
147
I
WG
2'-4"
6'-5"
exg
DH
53
5
32
148
1
WG
2'-4"
6'-5"
exg
DH
53
5
32
14q
2
NC
2'-q"
6-8"
exg
DH
53
32
150
2
WG
2'-q"
6'-8"
exg
DH
B3
32
151
2
WG
2-q"
6-8"
exg
DH
B3
32
152
2
WG
2'-q"
6-8"
exg
DH
53
32
153
2
WC
T-4"
5'-I0"
exg
GSMT
D
154
2
WG
T-4"
5' -IO"
exg
GSMT
D
155
2
WG
T-4"
5' -IO"
exg
CSMT
D
156
NIG
NIG
157
158
15q
160
161
NIG
NIC
•
•
.
•
•
•
.
•
•
•
•
•
.
•
•
.
•
•
•
•
•
•
•
Phase 2
•
•
103
106
101
. . . . . . . . . . . . . . . . . . -
l
114
10055
105
No work at these
windows either phase
First Floor Man
A-11
1/8" = 1' - 0"
•
•
•
•
•
•
•
•
•
•
.
J
107
.•••I
104
IOOGA
m
V
O
r
102
O
O
=1-r
/L- 00TA
0 /\
0
10050
103
•
•
•
•
.
.
•
.
•
.
•
.
•
.
•
•
.
Phase 1
Line type indictor typical
Phase 1
IOq
111
113
115
NOTE:
Plan drawings were prepared by:
Frank McGuire Architects
21 Chestnut Street
Boston, MA 02108
(617) 142.424q
Drawings are to be used as
illustrative of number and location
of windows included in the project
scope. Actual dimensions for
each window ore to be verified in
the field.
WARNING:
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THE
PROJECT FOR WHICH THEY WERE CREATED. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. IT ISA VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE, THE NOTATION "ALTERED Br, AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.
WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED WORK
AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN AS A MATTER OF INFORMATION AND THAT THE
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO
RESPONSIBILITY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR WITH ALL CONDITIONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
c�6
"0
BERO
ARCHITECTURE
LL r r
PLLC
j V
STAMP
PROJECT TITLE:
sigma Alpha Epsilon
122 McGraw Place
Window Replacement Phase One
SHEET TITLE:
First Floor Plan
and
Window Schedule
PROJECT NO:
15040
COPYRIGHT 2015
:n
p
'm
N
CLIENT! OWNER:
Cornell University
Facilities Services
Ithaca, New York
SHEET NUMBER/DATE:
A — 1
l 1
November
1
j
6, 2015
j
32 WinthropStreet
Rochester, New York 14607
262-2035
6(585)
SECOND FLOOR WINDOW SCHEDULE
MARK
PHASE
MATW
SIZE
OPERATION
WINDOW
TYPE
CASING
TYPE
REMARKS
REPAIR NOTES
BY WINDOW
SHEET NUMBER/DATE:
-RESPONSIBILITY
A
November
H
SILL HT
201
I
WG
3'-O"
4'-11"
exg
OH
Al
1
32
202
1
WG
3'-0"
4' -II"
exg
OH
Al
1
28, I/2"o, 32
203
1
WG
3'-0"
4' -II"
exg
DH
A2
1
28, 3/4"4), 32
204
1
WG
3'-O"
4' -II"
exg
17H
A2
1
32
205
2
WG
2'-8"
6'-b"
exg
FXD
G
206
2
WG
2'-8"
6'-b"
exg
FXD
G
201
2
WG
2'-8"
6-6"
exg
FXD
C
208
1
WG
I' -q"
4'-I"
exg
DH
A3
X
32
201
1
WC
11-1"
4'-I"
exg
DH
A3
X
32
210
1
WG
I' -q"
4'-I"
exg
OH
A3
X
32
211
1
WC
2-q"
4' -II"
exg
PH
A2
1
28, I/2"x1/2", 32
212
1
WG
2-1"
4' -II"
exg
DH
A2
1
28, I/2"x4", 32
213
1
WG
2'-1"
4' -II"
exg
DH
A2
1
32
214
1
WG
2-1"
4' -II"
exg
DH
A2
1
32
215
1
WG
3'-O"
4'-11"
exg
DH
A2
1
32
216
1
WG
3'-0"
4' -II"
exg
DH
A2
1
26, 32
211
1
WG
3'-0"
4' -ll"
exg
DH
Al
1
28, I"x3", 32
218
1
WG
3'-0"
4' -II"
exg
DH
Al
1
28, 5 0 I/4"x3", 32
211
1
WG
2'-q"
4' -II"
exg
DH
Al
1
32
220
1
WG
2-1"
4' -II"
exg
DH
Al
1
28, 3/4"x3"m, 32
221
I
WG
2'-1"
4' -II"
exg
OH
B4
1
222
1
WG
2'-q"
4' -II"
exg
DH
Al
1
32
223
1
WG
2-q"
4' -II"
exg
DH
Al
1
32
224
1
WG
2-1"
4' -Ir
exg
DH
Al
1
32
225
1
WG
2'-q"
4' -Il"
exg
DH
Al
1
32
226
1
WG
3'-O"
4' -II"
exg
DH
Al
1
30, 32
221
WG
2-6"
4' -II"
exg
DH
Al
1
32
228
1
WG
2-6"
4' -II"
exg
DH
Al
1
32
221
1
WG
2-b"
4' -II"
exg
DH
AI
1
32
230
1
WG
2'-6"
4' -II"
exg
DH
Al
1
32
231
1
WG
2-6"
4'-11"
exg
DH
Al
1
32
232
1
WG
2-6"
4' -II"
exg
DH
Al
1
32
233
1
WG
2'-6"
4' -II"
exg
DH
Al
1
32
234
1
WG
2'-6"
4' -II"
exg
DH
Al
1
28, I/2"47, 32
235
1
WG
2'-6"
4' -II"
exg
DH
Al
1
32
236
1
WG
2'4,"
4' -II"
exg
DH
Al
1
32
231
I
WG
2-6"
4' -II"
exg
DH
Al
1
32
238
1
WG
2-6"
4' -II"
exg
DH
Al
1
32
Phase 2
210
211
20q
20056
208
201
-J
20I F
201E
201
200CA
206
8
Common Deck
220
2010
202
005
203
J
204
205A
205
Phase I
Second Floor Plan
1/8" = 1' - 0"
NOTE:
Plan drawings were prepared by:
Fronk McGuire Architects
21 Chestnut Street
6oston, MA 02108
(611) 142.4241
Drawings are to be used as
illustrative of number and location
of windows included in the project
scope. Actual dimensions for
each window ore to be veriFied in
the field.
WARNING:
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THE
PROJECT FOR WHICH THEY WERE CREATED. THE OTHER RESERVED RIGHTS, INCLUDING ITECT RETAINS ALL
GH COMMON LAW, STATUTORY AND
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. IT ISA VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE, THE NOTATION "ALTERED BY", AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.
WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED WORK
AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN AS A MATTER OF INFORMATION AND THAT THE
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO
THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR WITH ALL CONDITIONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
aF{
JJ ■
BERO
{/ O
ARCHITECTURE
PLLC �y
P LL l
v
STAMP
PROJECT TITLE:
Si ma Alpha E silon
122 McGraw Place
Window Replacement Phase One
p
SHEET TITLE:
Second Floor Plan
and
Window Schedule
PROJECT NO:
15040
COPYRIGHT 2015
revisions
CLIENT / OWNER:
Cornell University
Facilities Services
Ithaca, New York
SHEET NUMBER/DATE:
-RESPONSIBILITY
A
November
6, 2015
32 Winthrop Street
Rochester, New York 14607
(585) 262-2035
c
THIRD FLOOR WINDOW SCHEDULE
MARK
PHASE
MAT
SIZE
OPERATION
WINDOW
TYPE
CASING
TYPE
REMARKS
REPAIR NOTES
BY WINDOW
W
H
SILL HT
301
1
WC
3'-0"
4'-10"
exg
DH
Al
28, 8"xl/2", 32
302
1
WC
3'-O"
4'-10"
exg
DH
AI
1
32
303
1
WG
3'-O"
4'-10"
exg
DH
A2
1
32
304
1
NOT USED
305
1
NOT USED
306
1
NOT USED
301
1
WG
I' -q"
3'-6"
exg
DH
A3
8
32
308
I
WG
I' -q"
3'-6"
exg
DH
A3
8
32
30q
1
WG
I' -q"
3'47"
exg
DH
A3
8
32
310
I
WC
3'-0"
4'-10"
exg
DH
A2
1
32
311
1
WG
3'-0"
4' -IO"
exg
DH
A2
1
32
312
I
WC
3'-0"
4'-10"
exg
PH
A2
1
32
313
I
WG
2-2"
4'.-8"
exg
DH
A4
1
32
314
1
WG
2'-2"
4'-8"
exg
17H
A4
1
32
315
I
WC
3'-0"
4'-I0"
exg
DH
Al
1
32
316
I
NG
3'-0"
4' -IO"
exg
DH
Al
31, 32
31i
I
WC
2'-II"
4'-10"
exg
DH
Al
1
32
318
I
WC
3'-0"
4'-10"
exg
DH
Al
1
31, 32
31q
1
WG
3'-0"
4' -IO"
exg
PH
Al
1
32
320
I
WC
3'-0"
4' -IO"
exg
DH
Al
1
32
321
1
WG
2-2"
4'45"
exg
PH
A3
i
32
322
1
WG
2'-2"
4'-8"exg
DH
A3
1
28, I6"±, 32
323
I
WC
2'-4"
4' -IO"
exg
DH
Al
i
32
324
I
WC
2'-4"
4' -IO"
exg
PH
Al
i
32
325
1
WC
2'-4"
4'-10"
exg
DH
Al
1
32
326
I
WC
21-4"
4--10"
exg
DH
AI
1
32
321
1
WG
2'-2"
4'-a"
exg
DH
A3
1
31, 32
328
I
WG
2'-2"
4'43"
exg
DH
A3
1
28, 31, 32
J
312
311
310
300SB
Third Floor Plan
1/8" = 1' - 0"
30q
301
302
303
304
300CA
J
308 308
11-
305
O
C
Phase 1
NOTE:
Plan drawings were prepared by:
Frank McGuire Architects
21 Chestnut Street
Boston, MA 02108
(611) 142.424q
Drawings are to be used as
illustrative of number and location
of windows included in the project
scope. Actual dimensions for
each window are to be verified in
the field.
WARNING:
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THE
PROJECT FOR WHICH THEY WERE CREATED. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. IT ISA VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE, THE NOTATION "ALTERED BY", AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.
WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED WORK
AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN AS A MATTER OF INFORMATION AND THAT THE
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO
RESPONSIBILITY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR WITH ALL CONDITIONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
CO
BERO
ARCHITECTURE
PLLC
32 Winthrop Street
Rochester, New York 14607
(585) 262-2035
STAMP
PROJECT TITLE:
Sigma Alpha Epsilon
122 McGraw Place
Window Re lacement Phase One
p
SHEET TITLE:
Third F loor Plan
and
Window Schedule
PROJECT NO:
15040
COPYRIGHT 2015
y
'y
2
CLIENT / OWNER:
Cornell University
Facilities Services
Ithaca, New York
SHEET NUMBER/DATE:
A-13
November 6, 2015
_
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East Elevation
3/16" = 11 - O"
Elevation drawings were prepared by:
Frank McGuire Architects
27 Chestnut Street
Boston, MA 02106
(bil) 142■424q
Drawings are to be used as illustrative
of number and locationof windows'
included in the project scope. Actual
dimensions for ea;h window are to be
verified in the field.
WARNING:
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THE
PROJECT FOR WHICH THEY WERE CREATED. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. IT IS A VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE, THE NOTATION 'ALTERED BY", AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.
RK
WHERE DWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EX, NEW, AND/OR PROPOSEDAND CO D TIONS IT S UNDERSTOOD THAT IT IS SO SHOWN AS MI ATTTER INGOF INFORMATION AND THATO
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTAN; IALLY CORRECT, ASSUME NO
RESPONSIBILITY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR WITH ALL CONDITIONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
-
"
BE R O
Z N
ARCHITECTURE
F+ I L ''
�VJ,H
PLLC
STAMP
PROJECT TITLE:
Sigma Alpha Epsilon
122 McGray.1 Place
Window Replacement Phase One
p
SHEET TITLE:
East Elevation
PROJECT NO:
15040
COPYRIGHT 2015
.L Fp .
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ffix•
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59
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revisions
CLIENT /OWNER:
Gorne I I University
F i i 1 I I Services
ac t es se ces
Ithaca, New
SHEET NUMBER/DATE:
A_20
November 6, 2015
...LLL
Street
32 WinthropStreet
Rochester, New York 14607
(585) 262-2035
York
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111111111111111111117
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South Elevation
3/16" = 1' - 0"
1 1 1 1 11 I I I ITT TTTTTFIT
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11111 1 1111 1111111111
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I II II 111 1111
II 11111111111
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111111111 111111111111
1111111111111
111111111111
1111111111111
Elevation drawings were prepared by:
Frank McGuire Architects
27 Chestnut Street
Boston, MA 02108
(617) 142A24G1
Drawings are to be used as illustrative
of number and location of windows
included in the project scope. Actual
dimensions for each window are to be
verified in the field.
WARNING:
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THE
PROJECT FOR WHICH THEY WERE CREATED. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. IT ISA VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE, THE NOTATION 'ALTERED BY", AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.
WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED WORK
AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN AS A MATTER OF INFORMATION AND THAT THE
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO
RESPONSIBILITY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR WITH ALL CONDITIONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
y
BERO
STAMP
PROJECT TITLE:
SHEET TITLE:
(
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Elevation drawings were prepared by:
Frank McGuire Architects
27 Chestnut Street
Boston, MA 02108
(617) 142A24G1
Drawings are to be used as illustrative
of number and location of windows
included in the project scope. Actual
dimensions for each window are to be
verified in the field.
WARNING:
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THE
PROJECT FOR WHICH THEY WERE CREATED. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. IT ISA VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE, THE NOTATION 'ALTERED BY", AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.
WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED WORK
AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN AS A MATTER OF INFORMATION AND THAT THE
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO
RESPONSIBILITY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR WITH ALL CONDITIONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
y
BERO
STAMP
PROJECT TITLE:
SHEET TITLE:
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Sigma Alpha Epsilon
122 McGraw Place
Window Replacement Phase One
p
South Elevation
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32 Winthroptreet
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Rochester, New York 14607
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CLIENT /OWNER:
Lorne I I University
Facilities Services
Ithaca, New Yorkp
SHEET NUMBER/DATE:
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November 6, 2015
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West Elevation
A-22
3/I6" = I' - 0"
Elevation drawings were prepared by:
Frank McGuire Architects
21 Chestnut Street
Boston, MA 02108
(611) 142A249
Drawings are to be used as illustrative
of number and location of windows
included in the project scope. Actual
dimensions for each window are to be
veriFied in the field.
WARNING:
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THE
PROJECT FOR WHICH THEY WERE CREATED. THE ARCHITECT RETAINS ALL OTHER RESERVED RIGHTS, INCLUDING COPYRIGOMMON LAW, STATUTORY AND
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. T IS A VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE
DATE, THE NOTATION "ALTERED BY", AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.
WHERE
AND CONDITIONS, DRAWINGS,ONIC MEDIA, SHOW ISTING, NEW, AND/OR PROPOSED O
T SUNDERS OOD THAT IT IS SO SHOWN AS A MATTER OF INFORMATION AND THATTHE
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO
RESPONSIBILITY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR. WITH ALL CONDITIONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS'
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
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ARCHITECTURE
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32 Winthrop Street
Rochester, New York 14607
(585) 262-2035
STAMP
PROJECT TITLE:
Sigma Alpha Epsilon
122 McGraw Place
Window Replacement Phase One
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SHEET TITLE:
West Elevation
PROJECT NO:
15040
COPYRIGHT 2015
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CLIENT !OWNER:
Gorne I i University
Facilities Services
Ithaca, Neal York
SHEET NUMBER/DATE:
A-22
November 6, 2015
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Elevation drawings were prepared by:
Frank McGuire Architects
27 Chestnut Street
Boston, MA 02108
(617) 742.4249
Drawings are to be used as illustrative
of number and location of windows
included in the project scope. Actual
dimensions for each window are to be
verified in the field. -
WARNING:
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THE
PROJECT FOR WHICH THEY WERE CREATED. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. IT ISA VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ARCHITECT
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE, THE NOTATION °ALTERED Br, AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.
WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED WORK
AND CONDITIONS, IT IS UNDERSTOOD THAT IT IS SO SHOWN AS A MATTER OF INFORMATION AND THAT THE
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO
RESPONSIBILITY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR WITH ALL CONDITIONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
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STAMP
PROJECT TITLE:
Sigma Alpha Epsi Ion
122 McGraw Place
Window Replacement Phase One
SHEET TITLE:
North Elevationi,
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revisions
CLIENT/OWNER:
Cornell University
Fac i I it les Services
Ithaca, New York
SHEETNUMBER/DATE:
A_23
NOv2It1b2! 6, 2015
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Type Al
Double Hung
6/1
Type 131
Double Hung
8/8
A-50
Type A2
Double Hung
12/1
Type 132
Double Hung
6/6
Type A3
Double Hung
4/1
Type 133
Double Hung
q/q
Typ ica I Window Types
1/2" = 1' - 0"
Existing brick mold
to be removed as
required and reinstalled
Existing sill to remain
Type A4
Double Hung
q/I
Type B4
Double Hung
12/12
Existing casings to be removed
and reinstalled, typical
Existing sash to be
removed and replaced
Existing weights to be removed
and void filled with insulation
Remove existing stool
as required and reinstall
Existing Windows
Assumed Sections
1-1/2"-1'-0"
Type G
Fixed sash,
multi -lite
Type E
Awning
Type 17
Casement,
multi -lite
Mullion
Casing
Mul lion
Mullion
Type 2
6" = 1' - 0"
Casing
A-50
Mu l l ion
Type 8
6" = 1' - 0"
Casing
Lyi
Casing
Casing
WARNING:
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THE
PROJECT FOR WHICH THEY WERE CREATED. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. IT IS A VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED'
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE, THE NOTATION °ALTERED BY", AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.
WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED WORK
AND CONDITIONS, 1T IS UNDERSTOOD THAT IT IS SO SHOWN AS A MATTER OF INFORMATION AND THAT THE
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO
RESPONSIBILITY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR WITH ALL CONDITIONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS/
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
/ \
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/ \
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Mullion
Type 2
6" = 1' - 0"
Casing
A-50
Mu l l ion
Type 8
6" = 1' - 0"
Casing
Lyi
Casing
Casing
WARNING:
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY BERO ARCHITECTURE PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THE
PROJECT FOR WHICH THEY WERE CREATED. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
FOR ARCHITECTURAL DRAWINGS AND ELECTRONIC MEDIA. IT IS A VIOLATION OF TITLE VII, PART 69.5(B) OF THE
NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED'
ARCHITECT TO ALTER THIS DRAWING. IF ALTERED, SUCH ARCHITECT SHALL AFFIX HIS SEAL, SIGNATURE, THE
DATE, THE NOTATION °ALTERED BY", AND THE SPECIFIC DESCRIPTION OF THE ALTERATION.
WHERE DRAWINGS, ON PAPER OR ELECTRONIC MEDIA, SHOW EXISTING, NEW, AND/OR PROPOSED WORK
AND CONDITIONS, 1T IS UNDERSTOOD THAT IT IS SO SHOWN AS A MATTER OF INFORMATION AND THAT THE
OWNER AND ARCHITECT, WHILE BELIEVING SUCH INFORMATION TO BE SUBSTANTIALLY CORRECT, ASSUME NO
RESPONSIBILITY THEREFORE. THE USER SHALL MAKE THEMSELVES FAMILIAR WITH ALL CONDITIONS
AFFECTING THE NATURE AND MANNER OF THEIR WORK INCLUDING VERIFICATION OF ALL DIMENSIONS/
LOCATING EXISTING, PROPOSED, AND/OR NEW WORK AND CONDITIONS.
+-
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B E RO
STAMP
PROJECT TITLE:
Sigma Alpha Epsilon
9 P
122 McCraw Place
Window Replacement Phase One
SHEET TITLE:
Window and Casing Types
ExistingWindow Section
PROJECT NO:
5040
COPYRIGHT 2015
AR
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ARCHITECTURE
PLLC
32 Winthrop Street
Rochester, New York 14607
(5$5) 262-2035
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CLIENT /OWNER:
Ithaca, NieYork
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Fac 1 I I ties Services
Cornell University
SHEETNUMBER/DATE:
A_50
November 6, 2015
0