HomeMy WebLinkAbout01_Project Manual and Specifications
Student & Campus Life
Multiple Deficiencies Code
Remediation – Phase 1A
Project Manual & Specifications
March 13, 2019
Owner
Cornell University
Ithaca, NY 14853
Architect
IBI Group
59-61 Court Street, Suite 300
Binghamton NY 13901
Tel: (607) 772-0007
STUDENT & CAMPUS LIFE MULTIPLE DEFICIENCIES
CODE REMEDIATION – PHASE 1A
CLARA DICKSON TABLE OF CONTENTS
PAGE 1
Self – Pricing Invitation to Bid
Self – Pricing Bid Form
DIVISION 1 - GENERAL REQUIREMENTS
Section 01 11 00 Summary of the Work
Section 01 14 00 Work Restrictions
Section 01 25 00 Substitutions and Product Options
Section 01 31 19 Project Meetings
Section 01 31 50 Electronic Project Management
Section 01 32 16 Construction Schedules
Section 01 33 00 Submittal Procedures
Section 01 35 29 General Health & Safety
Section 01 35 43 General Environmental Requirements
Section 01 35 44 Spill Control
Section 01 41 00 Regulatory Requirements
Section 01 42 00 References
Section 01 45 00 Quality Control
Section 01 66 00 Storage and Protection
Section 01 71 23 Field Engineering
Section 01 77 00 Project Close Out
Section 01 78 36 Warranties and Bonds
Section 01 78 39 Record Documents
STUDENT & CAMPUS LIFE MULTIPLE DEFICIENCIES
CODE REMEDIATION – PHASE 1A
CLARA DICKSON TABLE OF CONTENTS
PAGE 2
DIVISION 2 – hazmat
Section 02 82 02 Lead Based Paint Handling Procedures
DIVISION 5 – Metals
Section 05 01 70.61 Decorative Metal Repair
Section 05 52 13 Pipe and Tube Railings
DIVISION 9 – Painting
Section 09 91 13 Exterior Painting
Section 09 91 23 Interior Painting
DRAWING LIST
CDH – G000 COVER SHEET
CDH – A100 LEVEL 1 FLOOR PLAN
CDH – A101 LEVEL 2 FLOOR PLAN
CDH – A102 LEVEL 3 FLOOR PLAN
CDH – A103 LEVEL 4 FLOOR PLAN
CDH – A104 LEVEL 5 FLOOR PLAN
CDH – A300 ENLARGED STAIR PLANS
CDH – A301 ENLARGED STAIR PLANS
CDH – A302 STAIR DETAILS
END OF DOCUMENT
Rev.: 02-2017 BID FORM BF-1
STUDENT AND CAMPUS LIFE MULTIPLE DEFICIENCIES CODE REMEDIATION -
PHASE 1A
Cornell University, Ithaca, New York
BID FORM
Submitted by: Date
To: Brenda Frank, Director
Facilities Contracts
121 Humphreys Service Building
Cornell University
Ithaca, New York 14853
Gentlemen:
The undersigned,
(Name of Bidder)
a
(Type of Firm, State of Incorporation, if applicable)
of
(Address)
having carefully examined the Short Form Contract, the Invitation to Bid and associated Bid Documents
as well as the premises and conditions affecting the work, proposes to furnish all material, equipment,
labor, plant, machinery, tools, supplies, services, applicable taxes and specified insurance necessary to
perform the entire work, as set forth in, and in accordance with the said documents for the following
considerations:
1. BASE BID
a. All work complete, for the sum of
($ )
for MATERIALS, SUPPLIES, LABOR, and
SERVICES AND ALL OTHER COSTS.
Rev.: 02-2017 BID FORM BF-2
2. START OF WORK AND TIME FOR COMPLETION
a. The undersigned agrees, if awarded the Contract, to commence work at the site within
ten (10) calendar days after date of issuance of written notice to proceed and to complete the project no
later than August 30th 2019.
3. 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 or such other time as may be agreed to
by the Owner and Contractor.
b. If written notice of acceptance of this Proposal is mailed, telegraphed or delivered to the
undersigned within sixty (60) calendar days after the date of opening of Bids, or any time thereafter
before this Proposal is withdrawn, the undersigned will within ten (10) calendar days after the date of
such mailing, telegraphing or delivery of such notice, execute an Agreement between Contractor and
Owner, amended and/or supplemented, if required, in accordance with the Proposal as accepted.
c. 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.
d. 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.
4. ADDENDUM RECEIPT
a. Receipt of the following addenda to the Terms and Conditions, Drawings or
Specifications is acknowledged:
Addendum No. Dated:
Addendum No. Dated:
Addendum No. Dated:
Rev.: 02-2017 BID FORM BF-3
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.
(Bidder)
By:
Title:
Dated:
Rev.: 02-2017 BID FORM BF-4
CERTIFICATE AS TO CORPORATE BIDDER
I, _____________________________________________________, certify that I am the
_____________________________ of the Corporation named as Bidder within this Bid Form for
General Contractors; that __________________________________, who signed said Bid Form on
behalf of the bidder was then _______________________________ of said Corporation; that I know his
signature; that his signature thereto is genuine and that said Bid Form and attachments thereto were duly
signed, sealed and executed for and in behalf of said Corporation by authority of its governing body.
(Secretary-Clerk)
(CORPORATE SEAL)
Dated:
MARCH 13, 2019
GENERAL REQUIREMENTS
FOR
STUDENT & CAMPUS LIFE MULTIPLE DEFICIENCIES
CODE REMEDIATION – PHASE 1A
CLARA DICKSON
CORNELL UNIVERSITY
ITHACA, NEW YORK
MARCH 13, 2019
SECTION 01 11 00 SUMMARY OF WORK .....................................................................1
1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1
1.2 WORK UNDER OTHER CONTRACTS .........................................................3
1.3 CONTRACT MILESTONES .......................... Error! Bookmark not defined.
2.0 PRODUCTS – NOT USED .........................................................................................3
3.0 EXECUTION – NOT USED .......................................................................................3
SECTION 01 14 00 WORK RESTRICTIONS ..................................................................1
1.0 GENERAL ....................................................................................................................1
1.1 RELATED DOCUMENTS ...............................................................................1
1.2 CONTRACTOR USE OF PREMISES ..............................................................1
1.3 UNIVERSITY CLOSURES ..............................................................................2
1.4 WATER USE RESTRICTION ..........................................................................2
1.5 PARKING ..........................................................................................................2
1.6 CHANGEOVERS AND CONTINUITY OF SERVICES ................................3
1.7 OBSTACLES, INTERFERENCE AND COORDINATION ............................4
1.8 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. ........................4
1.9 EXAMINATION OF PREMISES, DRAWINGS, ETC. ...................................5
1.10 STAND DOWN DATES ...................................................................................6
1.11 WORKING HOURS ..........................................................................................7
2.0 PRODUCTS – NOT USED .........................................................................................7
3.0 EXECUTION – NOT USED .......................................................................................7
SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS .............................1
1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1
1.2 DEFINITIONS ...................................................................................................1
1.3 ACTION SUBMITTALS ..................................................................................2
1.4 PRODUCTS LIST .............................................................................................2
1.5 QUALITY ASSURANCE .................................................................................2
1.6 PROCEDURES..................................................................................................3
1.7 EQUIVALENTS – APPROVED EQUAL ........................................................3
1.8 CONTRACTOR'S OPTIONS ............................................................................4
1.9 SUBSTITUTIONS .............................................................................................6
1.10 COMPARABLE PRODUCTS ..........................................................................7
1.11 CONTRACTOR'S REPRESENTATION ..........................................................8
1.12 ARCHITECT'S DUTIES ...................................................................................8
2.0 PRODUCTS – NOT USED .........................................................................................8
3.0 EXECUTION – NOT USED .......................................................................................8
SECTION 01 31 19 PROJECT MEETINGS ......................................................................1
MARCH 13, 2019
1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1
1.2 PRE-CONSTRUCTION MEETING .................................................................1
1.3 PROGRESS MEETINGS ..................................................................................3
1.4 LEED MEETINGS ............................................................................................4
1.5 PRE-INSTALLATION CONFERENCE(S) ......................................................5
1.6 COMMISSIONING MEETINGS ......................................................................5
2.0 PRODUCTS – NOT USED .........................................................................................6
3.0 EXECUTION – NOT USED .......................................................................................6
SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT .................................1
1.0 GENERAL ....................................................................................................................1
1.1 SUMMARY .......................................................................................................1
1.2 RELATED SECTIONS .....................................................................................1
1.3 DEFINITIONS ...................................................................................................1
1.4 PROCEDURES..................................................................................................1
1.5 PROCESS OVERVIEW ....................................................................................2
1.6 ADDITIONAL INFORMATION ......................................................................5
2.0 PRODUCTS – NOT USED .........................................................................................5
3.0 EXECUTION – NOT USED .......................................................................................5
SECTION 01 32 16 CONSTRUCTION SCHEDULE .......................................................1
1.0 GENERAL ....................................................................................................................1
1.1 SUMMARY .......................................................................................................1
1.2 FORM OF SCHEDULES ..................................................................................1
1.3 CONTENT OF SCHEDULES ...........................................................................1
1.4 PROGRESS REVISIONS .................................................................................2
1.5 SUBMISSIONS .................................................................................................3
2.0 PRODUCTS - NOT USED ..........................................................................................3
3.0 EXECUTION ...............................................................................................................3
3.1 DISTRIBUTION................................................................................................3
SECTION 01 33 00 SUBMITTAL PROCEDURES ..........................................................1
1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1
1.2 SUBMITTAL REGISTRY AND SCHEDULE.................................................1
1.3 SHOP DRAWINGS ...........................................................................................3
1.4 PRODUCT DATA .............................................................................................3
1.5 SAMPLES..........................................................................................................4
1.6 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS.......5
1.7 COORDINATION DRAWINGS ......................................................................6
1.8 CONTRACTOR RESPONSIBILITIES ............................................................9
MARCH 13, 2019
1.9 SUBMITTAL PROCEDURES ........................................................................10
1.10 RECORD SUBMITTALS ...............................................................................12
1.11 RESUBMISSION REQUIREMENTS ............................................................12
1.12 ARCHITECT'S DUTIES .................................................................................12
1.13 DISTRIBUTION..............................................................................................13
2.0 PRODUCTS – NOT USED .......................................................................................14
3.0 EXECUTION – NOT USED .....................................................................................14
SECTION 01 35 29 GENERAL HEALTH & SAFETY ....................................................1
1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1
1.2 CONTRACTOR’S PROJECT SITE SPECIFIC PLAN ....................................1
1.3 ASBESTOS........................................................................................................2
1.4 LEAD .................................................................................................................3
1.5 MERCURY COLLECTION ............................ Error! Bookmark not defined.
1.6 ANIMAL USE FACILITIES-HAZARD COMMUNICATION ............. Error!
Bookmark not defined.
1.7 SITE VISITS ......................................................................................................4
1.8 CONFINED SPACE ..........................................................................................4
2.0 PRODUCTS – NOT USED .........................................................................................4
3.0 EXECUTION – NOT USED .......................................................................................4
SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS ....................1
1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1
1.2 RELATED SECTIONS .....................................................................................1
1.3 SUBMITTALS ..................................................................................................1
1.4 JOB SITE ADMINISTRATION .......................................................................1
1.5 CLEARING, SITE PREPARATION AND SITE USE .....................................2
1.6 SPOIL AND BORROW ....................................................................................2
1.7 NOISE AND VIBRATION ...............................................................................2
1.8 DUST CONTROL .............................................................................................3
1.9 PROTECTION OF THE ENVIRONMENT .....................................................3
1.10 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK ....................4
1.11 HAZARDOUS OR TOXIC MATERIALS .......................................................4
1.12 DISPOSAL OF WASTE MATERIAL AND TITLE ........................................5
2.0 PRODUCTS – NOT USED .........................................................................................5
3.0 EXECUTION – NOT USED .......................................................................................5
SECTION 01 35 44 SPILL CONTROL ..............................................................................1
1.0 GENERAL ....................................................................................................................1
1.1 SPILL PREVENTION .......................................................................................1
1.2 SPILL CONTROL PROCEDURES ..................................................................1
MARCH 13, 2019
1.3 SPILL REPORTING AND DOCUMENTATION ............................................4
2.0 PRODUCTS – NOT USED .........................................................................................5
3.0 EXECUTION – NOT USED .......................................................................................5
SECTION 01 41 00 REGULATORY REQUIREMENTS ................................................1
1.0 GENERAL ....................................................................................................................1
1.1 PERMITS AND LICENSES .............................................................................1
1.2 INSPECTIONS ..................................................................................................1
1.3 COMPLIANCE..................................................................................................2
1.4 OWNER’S REQUIREMENTS .........................................................................2
2.0 PRODUCTS – NOT USED .........................................................................................2
3.0 EXECUTION – NOT USED .......................................................................................2
SECTION 01 42 00 REFERENCES ....................................................................................1
1.0 GENERAL ....................................................................................................................1
1.1 INTENT OF CONTRACT DOCUMENTS.......................................................1
1.2 RELATED DOCUMENTS ...............................................................................2
1.3 DEFINITIONS ...................................................................................................2
1.4 OWNER AGREEMENTS .................................................................................4
1.5 INDUSTRY STANDARDS ..............................................................................4
1.6 ABBREVIATIONS AND ACRONYMS ..........................................................5
2.0 PRODUCTS - NOT USED ........................................................................................22
3.0 EXECUTION - NOT USED ......................................................................................22
SECTION 01 45 00 QUALITY CONTROL .......................................................................1
1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1
1.2 CONTROL OF ON-SITE CONSTRUCTION ..................................................1
1.3 CONTROL OF OFF-SITE OPERATIONS.......................................................2
1.4 TESTING ...........................................................................................................3
1.5 OWNER'S REPRESENTATIVE ......................................................................3
2.0 PRODUCTS – NOT USED .........................................................................................3
3.0 EXECUTION – NOT USED .......................................................................................3
SECTION 01 66 00 STORAGE AND PROTECTION ......................................................1
1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1
1.2 TRANSPORTATION AND HANDLING ........................................................1
1.3 ON-SITE STORAGE.........................................................................................1
1.4 PALM ROAD STORAGE .................................................................................2
1.5 PROTECTION ...................................................................................................2
1.6 PROTECTION AFTER INSTALLATION .......................................................3
MARCH 13, 2019
2.0 PRODUCTS – NOT USED .........................................................................................4
3.0 EXECUTION – NOT USED .......................................................................................4
SECTION 01 71 23 FIELD ENGINEERING .....................................................................1
1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1
1.2 QUALIFICATION OF SURVEYOR ................................................................1
1.3 SURVEY REFERENCE POINTS .....................................................................1
1.4 PROJECT SURVEY REQUIREMENTS ..........................................................2
1.5 RECORDS .........................................................................................................2
1.6 SUBMITTALS ..................................................................................................2
2.0 PRODUCTS – NOT USED .........................................................................................3
3.0 EXECUTION – NOT USED .......................................................................................3
SECTION 01 74 00 CONSTRUCTION WASTE MANAGEMENT .................. ERROR!
BOOKMARK NOT DEFINED.
1.0 GENERAL .................................................. ERROR! BOOKMARK NOT DEFINED.
1.1 SUMMARY ..................................................... Error! Bookmark not defined.
1.2 DEFINITIONS ................................................. Error! Bookmark not defined.
1.3 PERFORMANCE REQUIREMENTS ............ Error! Bookmark not defined.
1.4 SUBMITTALS, GENERAL ............................ Error! Bookmark not defined.
1.5 ACTION SUBMITTALS ................................ Error! Bookmark not defined.
1.6 INFORMATIONAL SUBMITTALS .............. Error! Bookmark not defined.
1.7 QUALITY ASSURANCE ............................... Error! Bookmark not defined.
1.8 WASTE MANAGEMENT PLAN .................. Error! Bookmark not defined.
2.0 PRODUCTS – NOT USED ....................... ERROR! BOOKMARK NOT DEFINED.
3.0 EXECUTION ............................................. ERROR! BOOKMARK NOT DEFINED.
3.1 PLAN IMPLEMENTATION .......................... Error! Bookmark not defined.
3.2 SALVAGING DEMOLITION WASTE ......... Error! Bookmark not defined.
3.3 RECYCLING DEMOLITION AND CONSTRUCTION WASTE,
GENERAL ....................................................... Error! Bookmark not defined.
3.4 RECYCLING DEMOLITION WASTE .......... Error! Bookmark not defined.
3.5 RECYCLING CONSTRUCTION WASTE .... Error! Bookmark not defined.
3.6 DISPOSAL OF WASTE.................................. Error! Bookmark not defined.
SECTION 01 77 00 PROJECT CLOSEOUT .....................................................................1
1.0 GENERAL ....................................................................................................................1
1.1 INSPECTIONS ..................................................................................................1
1.2 SUBMITTALS ..................................................................................................2
1.3 FINAL CLEAN UP ...........................................................................................3
1.4 ON-SITE CONSTRUCTION TRAILER REMOVAL .....................................4
2.0 PRODUCTS – NOT USED .........................................................................................4
MARCH 13, 2019
3.0 EXECUTION – NOT USED .......................................................................................4
SECTION 01 78 36 WARRANTIES AND BONDS ...........................................................1
1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1
1.2 SUMMARY .......................................................................................................1
1.3 DEFINITIONS ...................................................................................................1
1.4 QUALITY ASSURANCE .................................................................................2
1.5 WARRANTY REQUIREMENTS.....................................................................2
1.6 SUBMITTAL REQUIREMENTS .....................................................................3
1.7 SUBMITTALS REQUIRED .............................................................................4
2.0 PRODUCTS – NOT USED .........................................................................................4
3.0 EXECUTION ...............................................................................................................4
3.1 FORM OF SUBMITTALS ................................................................................4
3.2 TIME OF SUBMITTALS .................................................................................5
3.3 ROOF WARRANTY PACKAGE .....................................................................5
SECTION 01 78 39 RECORD DOCUMENTS...................................................................1
1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1
1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES..................................1
1.3 RECORDING ....................................................................................................1
1.4 SUBMITTAL .....................................................................................................6
2.0 PRODUCTS – NOT USED .........................................................................................6
3.0 EXECUTION – NOT USED .......................................................................................6
CORNELL UNIVERSITY SECTION 01 11 00
Ithaca, New York SUMMARY OF THE WORK
STUDENT AND CAMPUS LIFE SUMMARY OF WORK 01 11 00-1
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 11 00 SUMMARY OF WORK
1.0 GENERAL
1.1 DESCRIPTION
A. Work to be Done The work to be done includes the following (refer to drawings and technical specifications for a full complement of the required work):
1. Test existing paint for lead on railing systems. Abate lead contained paint as
described in Technical Specifications enough to accomplish work scope.
2. Test existing metals to be modified to determine metal compositions for
welding.
3. Existing guardrail modifications shall include work in six (6) interior stairwells
spanning five (5) stories in height:
a. Extend existing metal newel posts with like material by cutting and
welding new sections in place.
b. Add horizontal steel railing material to comply with Building Code height
and spacing regulations.
c. Add steel fall protection at existing window well locations adjacent to
stairwells.
4. Remove, extend, and re-install existing hand/guardrails at one half flight exterior
stair.
5. Prepare, prime, and paint all affected railings and posts to match existing colors
and sheens.
a. Paint posts top to bottom.
b. Paint new railing work.
c. Touch up paint any additional areas disturbed during construction.
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
CORNELL UNIVERSITY SECTION 01 11 00
Ithaca, New York SUMMARY OF THE WORK
STUDENT AND CAMPUS LIFE SUMMARY OF WORK 01 11 00-2
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
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.
3. It is the intent and purpose of the Contract Documents to cover and include under each
item all materials, machinery, apparatus, and labor necessary to properly install
materials and equipment, adjust and put into perfect operation the respective portions
of the installation specified and to so interconnect the various items or sections of the
work as to form a complete and operating whole. Any equipment, apparatus,
machinery, material and small items not mentioned in detail, and labor not hereinafter
specifically mentioned, which may be found necessary to complete or perfect any
portion of the installation in a substantial manner, and in compliance with the
requirements stated, implied, or intended in the Contract Documents, shall be furnished
without extra cost to the Owner. The Contractor shall provide the greatest quantity,
highest quality, highest degree of safety, and most stringent material, equipment or
Work. Should the Drawings or the Specifications disagree in themselves or with each
other, the Contractor shall provide the better quality or greater quantity of work and/or
materials unless otherwise directed by written addendum to the Contract.
CORNELL UNIVERSITY SECTION 01 11 00
Ithaca, New York SUMMARY OF THE WORK
STUDENT AND CAMPUS LIFE SUMMARY OF WORK 01 11 00-3
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
1.2 WORK UNDER OTHER CONTRACTS
A. The Contractor shall cooperate with other contracts performing related work, including
providing labor, materials and other costs necessary to satisfactorily coordinate the Contract
work with work performed under others contracts.
B. Concurrent / Future Work:
1. New paint and carpet work may occur in other areas, not in scope of work.
C. New York State Electric & Gas (NYSEG):
1. Contractor shall be responsible for the project management of NYSEG work including
coordinating any scheduling associated with the Project.
2. The Owner shall be responsible for the cost associated with the work to be performed
by NYSEG. No NYSEG costs shall be carried in the Contractor’s bid.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 11 00***
CORNELL UNIVERSITY SECTION 01 14 00
Ithaca, New York WORK RESTRICTIONS
STUDENT AND CAMPUS LIFE WORK RESTRICTIONS 01 14 00-1
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 14 00 WORK RESTRICTIONS
1.0 GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions and Division
1 Specification Sections, apply to this Section.
1.2 CONTRACTOR USE OF PREMISES
A. All traffic and pedestrian control measures shall be compliant with the National Manual on
Uniform Traffic Control Devices for Streets and Highways (MUTCD) and 17 NYCRR
Chapter V (New York Supplement), (https://www.dot.ny.gov/mutcd) and all other local laws
and regulations.
B. The Contractor shall carry on the Work in the manner which will cause the least interruption
to pedestrian and vehicular traffic and permit access of emergency vehicles at all times.
C. The Work shall be scheduled and performed in such a manner that at least one lane of traffic
will be maintained on all public streets. Two flag persons, equipped with radio
communication devices, must be provided for any activity blocking a traffic lane. One lane
of traffic must be maintained at all times. Where traffic must cross open trenches, the
Contractor shall provide suitable bridges and railings; including pedestrian bridges.
D. The Contractor shall maintain 20’ minimum fire lane access to all facilities in the area.
E. The Contractor shall post and maintain flag persons and suitable signs indicating that
construction operations are under way and other warning signs as may be required.
F. The Contractor shall safeguard the use by the public and Owner of all adjacent highways,
roadways and footpaths, outside the Contract Limit Lines (work area), and shall conform to
all laws and regulations concerning the use thereof, especially limitations on traffic and the
movement of heavy equipment. Access to the site for delivery of construction materials
and/or equipment shall be made only at the locations shown in the Contract Documents or
approved by the Owner’s Representative.
G. The Contractor shall make every effort to keep dirt and debris from making its way to
roadways. The Contractor shall immediately remove dirt and debris which may collect on
permanent roadways due to the Work.
H. The Contractor shall limit the extent of its activities to that area of the site defined on the
Contract Drawings as being within the Contract Limit Lines.
CORNELL UNIVERSITY SECTION 01 14 00
Ithaca, New York WORK RESTRICTIONS
STUDENT AND CAMPUS LIFE WORK RESTRICTIONS 01 14 00-2
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
I. For that portion of the Work required under this Contract which must be performed in other
than the defined areas both on-site and off, including operations involving delivery and
removal of materials, the Contractor shall schedule and coordinate its activities through the
Owner's Representative, to meet the approval of the Owner and minimize disruption of the
normal scheduled activities of the occupants of adjacent spaces.
J. It is the Owner’s expectation that the Contractor will take protective measures to minimize
damage caused by construction activities including, but not limited to, the use of personnel
lifts, material handling equipment, on-site material storage, etc. All portions of the site,
including the staging area and those areas affected by the work, shall be returned to their
original condition after completion of Work. Such repair work shall include lawn restoration
and reseeding, if required, and shall be included in the Contractor's Guarantee of Work.
K. Routes to and from the location of the Work shall be as indicated in the Contract or as directed
by the Owner's Representative. Temporary roadways shall be closed only with prior approval
of the Owner's Representative.
1.3 UNIVERSITY CLOSURES
A. In the event of University closure, the Contractor should use their judgement, follow their
internal guidance on continuity of operations, and the direction of law enforcement, as to
whether or not they will maintain operations on construction sites on campus. They should
make this decision with the awareness that Cornell response to any project needs (shutdowns,
emergencies) will not possible and the maintenance of roads and walks will not be to normal
operating standards.
B. With your safety as a top priority, the Cornell University Police allows you the ability to take
advantage of our Emergency Mass Notification System that enables your cellphone to
become a personal safety device for you. Contractor’s wishing to participate may text the
following: CornellAlert to 67283 and you will be set up to receive alert messages. Be advised
that you may stop receiving messages at any time by sending “stop” to CornellAlert. There
will also be a system generated “stop” every year on August 1st at which point you will need
to send the text CornellAlert to re-enlist.
1.4 WATER USE RESTRICTION
C. The Contractor shall adhere to any University issued Water Use Restrictions in place at the
time of construction.
1.5 PARKING
A. The Owner may designate an area for parking of essential Contractor vehicles on the project
site.
B. The Contractor shall make all arrangements, and bear the cost, for transportation of all trade
persons from the designated parking area to the construction site as necessary.
C. It should be noted that there is a fee for all parking on the Cornell University campus. The
Contractor is responsible for the payment for all parking costs imposed by the Owner. The
Contractor should contact the Project Manager (Caterina McFadden) for additional
CORNELL UNIVERSITY SECTION 01 14 00
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information. The Contractor will be required to complete a “New Construction Employee
Form” for each permit requested. This form may be found at
http://finance.fs.cornell.edu/contracts/forms/contractors.cfm.
D. Contractor shall cooperate with Transportation Services and/or other authorities having
jurisdiction, as follows:
1. Ensure parking by all employees of the Contractor, subcontractors, material suppliers,
and others connected with this project only within construction fence or the designated
parking area.
2. Prohibit employees from parking in any other areas, roads, streets, grounds, etc.
3. Discharge any employee refusing to comply with these requirements.
4. Ensure proper transportation of personnel between the designated parking area and the
construction site.
E. The Contractor shall remove from the parking area and staging area all temporary trailers,
rubbish, unused materials, and other materials belonging to the Contractor or used under the
Contractor’s direction during construction or impairing the use or appearance of the property
and shall restore such areas affected by the work to their original condition, and, in the event
of its failure to do so, the same shall be removed by the Owner at the expense of the
Contractor, and the Contractor shall be liable therefore.
1.6 CHANGEOVERS AND CONTINUITY OF SERVICES
A. Make all changeovers, tie-ins and removals, etc., of any part of the Work that would affect
the continuity of operation of the adjacent services at approved times that will not interfere
with the Owner's operations. Secure approval of Owner before proceeding.
B. Make all necessary temporary connections required to permit operation of the building
services and/or equipment. Remove the connections after need has ceased.
C. The Contractor may be permitted to make changeovers during normal working hours at the
Owner’s discretion. Should the Contractor perform this Work outside of normal working
hours, no extra payment will be made for resulting overtime expenses.
D. When connecting new facilities do not shut off any existing Mechanical/Electrical facilities
or services without prior written approval of Owner's Representative.
E. The Contractor shall not, except in an emergency condition, shutdown any utility without the
express permission of the Owner's Representative. Major, affecting life safety or outside
contract limit lines, shutdowns of utilities will be performed by Cornell University to enable
Contractor to perform required work. Major shutdowns shall be defined as those affecting
life safety or which are outside the project site limits.
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.
CORNELL UNIVERSITY SECTION 01 14 00
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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. It is anticipated that each
stairwell requiring cutting and welding of existing and new metal railings will require a
shutdown of smoke alarms. The shutdown, restart, and testing will be performed by Cornell
University staff.
H. IN THE EVENT OF AN EMERGENCY WHERE THE OWNER'S REPRESENTATIVE IS
NOT AVAILABLE, THE CONTRACTOR SHALL DIAL 911 IMMEDIATELY.
1.7 OBSTACLES, INTERFERENCE AND COORDINATION
A. General
1. Plans show general design arrangement. Install work substantially as indicated and
verify exact location and elevations; DO NOT SCALE PLANS.
2. Due to small scale of Drawings, it is not possible to indicate all offsets, fittings, changes
in elevations, interferences, etc. Make necessary changes in the Work, equipment
locations, etc., after notification to the Owner's Representative and Architect. Obtain
approval from same, as part of Contract, to accommodate work to obstacles and
interferences encountered.
3. Obtain written approval for all major changes before installing. If requested, submit
drawings, detailing all such deviations or changes.
4. Exposed to view mechanical units, ductwork, conduit, pipes or other building
equipment are essential parts of the artistic effect of the building design and shall be
installed in locations as shown on the drawings. Conformance to given dimensions and
alignments with the structural system, walls, openings, indicated centerlines are a
requirement of the Contract and the Contractor shall familiarize himself with the critical
nature of proper placement of these items. The Contractor shall notify the Architect of
conflicts which would cause such equipment to be installed in locations other than as
indicated on the Drawings. The Contractor shall not proceed with the installation of
exposed to view mechanical units, ductwork, conduit, pipes, etc. until all conflicts have
been identified by the Contractor and resolutions to conflicts approved by the Architect.
B. Interference
1. Install work so that all items are operable and serviceable and avoid interfering with
removal of rails, filters, belt guards and/or operation of doors, etc. Provide easy and
safe access to valves, controllers, motor starters and other equipment requiring frequent
attention.
1.8 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC.
A. Where existing equipment, piping, fittings, etc. are to be removed, Contractor shall submit
complete list to Owner. All items that Owner wishes to retain shall be carefully removed and
salvaged and delivered to building storage where directed by Owner. Items that Owner does
not wish to retain shall be removed from the site and legally disposed.
CORNELL UNIVERSITY SECTION 01 14 00
Ithaca, New York WORK RESTRICTIONS
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1.9 EXAMINATION OF PREMISES, DRAWINGS, ETC.
A. Before Submitting Proposal
1. Examine all Drawings and Specifications relating to Work of all trades to determine
scope and relation to other work.
2. Examine all existing conditions affecting compliance with Plans and Specifications, by
visiting site and/or building.
3. Ascertain access to site, available storage and delivery facilities.
B. Before Commencing Work on Any Phase or in any Area
1. Verify all governing dimensions at site and/or building.
2. Inspect all adjacent work.
3. All work is to be conducted in such a manner as to cause a minimum degree of
interference with the Campus’ operation and academic schedule. Prior to the
commencement of each phase, submit Shutdown / Demo action plans that clearly
describe the steps required to safely shut down utilities, systems and infrastructure that
are within the work area (or effecting the work area); and those outside the work area
and within approximately 25 feet of the work area limits, as approved by the Owner.
The Shutdown / Demo action plan shall identify the shut off point(s) for each utility,
system and infrastructure as well as the secondary shut off point(s) to account if the
primary points fail or are otherwise inaccessible. To identify shutoff points, trace each
utility, system and infrastructure in the presence of the campus representative from the
work area to the shutoff points and place clear label on same indicating what the shutoff
point is and what it effects and whether it is the primary or secondary shut off. The
Shutdown / Demo action plan shall describe the shutdown procedure, identify tools and
material required for shutdown, sequence of activities required for proper shutdown,
the name of the person(s) or trade(s) deemed competent to perform each activity in the
shutdown sequence and names and telephone numbers of the campus staff required to
provide access to shut off points, assist in the shut off or perform portions of the
shutdown activities. Additionally, the plan will address the Contractor’s plan for
maintaining MEP to adjacent occupied areas, inclusive of planned tie-in points for any
and all necessary, temporary infrastructure, alarming, monitoring etc. Submit the
Shutdown / Demo action plan for review and approval at least two weeks prior to field
work in the work area. Field work shall not begin until the Shutdown / Demo action
plan is reviewed. Contractor is to assign and include a competent crew, knowledgeable
of each unique system involved (i.e. Mechanic, Electrician, Sheet metal, Plumber,
Controls, IT, etc.). Field investigation is to include any and all necessary ladders,
scaffold, temp lighting, cutting tools, photos, labels, PPE, etc. needed to properly locate,
access and label shut off points. The University is explicitly requesting heightened
awareness and an earnest mitigation of impact. This requirement supplements all other
contractual obligations, and requires the dedication of no less than an aggregate 40
hours.
C. Tender of Proposal Confirms Agreement
CORNELL UNIVERSITY SECTION 01 14 00
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1. All items and conditions referred to herein and/or indicated on accompanying
Drawings.
2. No consideration, additional monies or time extensions will be granted for alleged
misunderstanding.
D. Existing or Archived Drawings
1. Existing or Archived drawings of impacted buildings are appended in electronic format
only for reference and informational purposes. These historic drawings are not to be
considered contract drawings and are provided “FOR INFORMATION ONLY”. The
Owner makes no representation as to the accuracy of the drawings as representing
current conditions.
1.10 STAND DOWN DATES
A. Strict and effective enforcement by Contractor’s management and supervision of the
following dates and hours is required.
a. Exam Quiet week and Spring Exams
Wednesday, May 8
Thursday, May 9
Friday, May 10th, 2019
Saturday, May 11th, 2019
Sunday, May 12th, 2019
Monday, May 13th, 2019
Tuesday, May 14th, 2019
Wednesday, May 15th, 2019
Thursday, May 16th, 2019
Friday, May 17th, 2019
Saturday, May 18th, 2019
b. Commencement Weekend
Saturday, May 25th, 2019
Sunday, May 26th, 2019
c. Reunion Weekend
Saturday, June 8th, 2019
Sunday, June 9th, 2019
1. Restricted Work Dates (delivery & demolition restrictions but otherwise work as
usual):
Friday, May 24th, 2019 Commencement weekend- deliveries and work
outside fence stop at noon
Thursday, Friday June 6 - 9, 2019 Reunion guest arrivals- no work outside fence; no
demo or utility work inside fence
CORNELL UNIVERSITY SECTION 01 14 00
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STUDENT AND CAMPUS LIFE WORK RESTRICTIONS 01 14 00-7
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Friday, June 6th, 2019 Reunion weekend- deliveries and work outside
fence stop at noon
2. Student and Campus Life
Residence Halls Open
August 23, 2019
No deliveries, no hauling materials into or out of the project site.
All work to be contained to the fenced area of the project site.
1.11 WORKING HOURS
A. Normal work hours are 9:30AM-dusk Monday-Saturday except during above noted
restrictions. This means that Contractor shall not permit any noise generating activities that
could disturb campus occupants or residents to take place outside of these hours. Should any
conditions necessitate work to extend beyond these hours – Contractor may submit a detailed
request with reasonable advance notice to Cornell. Cornell (at its sole discretion) may issue
a written relaxation of the above but Contractor is advised never to assume that it will be
granted.
B. During Construction periods, no work shall take place prior to 9:30AM in a Residence Hall,
Fraternity, Co-Op, Sorority, or any type of Housing Unit. Residence Halls require
72 hours notification to the Student & Academic Services representative prior to entering a
Residence Hall or Student Room. This does not apply to Fraternity, Co-Op or Sorority House
which require 24 hours notification to the Facilities Manager.
C. Contractor shall be responsible to complete and submit a Dispensation of Hours to the
Department of Labor for overtime or extended hours desired to be worked on the project as
needed.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 14 00***
CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
STUDENT AND CAMPUS LIFE SUBSTITUTIONS 01 25 00-1
MULTIPLE DEFICIENCIES AND PRODUCT OPTIONS March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall furnish and install the products specified, under the options and
conditions for substitutions stated in this Section.
1.2 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from
those required by the Contract Documents and proposed by Contractor.
1. Substitutions for Cause: Changes proposed by Contractor that are required due to
changed Project conditions that are beyond the Contractor’s control, such as
unavailability of product, or regulatory changes.
a. Products that are not available from Contractor’s preferred suppliers does not
constitute unavailability of product.
2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not
required in order to meet other Project requirements but may offer advantage to
Contractor or Owner.
B. Products: Items obtained for incorporating into the Work, whether purchased for Project or
taken from previously purchased stock. The term "product" includes the terms "material,"
"equipment," "system," and terms of similar intent.
1. Named Products: Items identified by manufacturer's product name, including make or
model number or other designation shown or listed in manufacturer's published product
literature that is current as of date of the Contract Documents.
2. New Products: Items that have not previously been incorporated into another project
or facility. Items salvaged from other projects are not considered new products. Items
that are manufactured or fabricated to include recycled content materials are considered
new products, unless indicated otherwise.
3. Comparable Product: Product that is demonstrated and approved through submittal
process to have the indicated qualities related to type, function, dimension, in-service
performance, physical properties, appearance, and other characteristics that equal or
exceed those of specified product.
CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
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C. Basis-of-Design Product Specification: A specification in which a specific manufacturer's
product is named and accompanied by the words "basis-of-design product," including make
or model number or other designation, to establish the significant qualities related to type,
function, dimension, in-service performance, physical properties, appearance, and other
characteristics for purposes of evaluating comparable products of additional manufacturers
named in the specification.
1.3 ACTION SUBMITTALS
A. Substitution Requests: Submit indicated number of copies of each Substitution Request
Form, attached hereto, for consideration. Identify product or fabrication or installation
method to be replaced. Include Specification Section number and title and Drawing numbers
and titles.
1. In addition to submission of Substitution Request Form, substitutions shall be listed on
the Bid Form with description, specification references, and corresponding change in
base bid
1.4 PRODUCTS LIST
A. Within thirty (30) days after the award of Contract, submit to the Architect five copies of a
complete list of products which are proposed for installation.
B. Tabulate the products by listing under each specification section title and number.
C. For products specified only by reference standards, list for each such product:
1. Name and address of the manufacturer.
2. Trade name.
3. Model or catalog designation.
4. Manufacturer's data:
a. Reference standards.
b. Performance test data.
1.5 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed
substitution with related products and materials. Engage a qualified testing agency to perform
compatibility tests recommended by manufacturers.
B. Compatibility of Options: If Contractor is given option of selecting between two or more
products for use on Project, select product compatible with products previously selected, even
if previously selected products were also options.
CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
STUDENT AND CAMPUS LIFE SUBSTITUTIONS 01 25 00-3
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CODE REMEDIATION – PHASE 1A
1. Contractor is responsible for providing products and construction methods compatible
with other products and construction methods.
2. If a dispute or compatibility issue arises over concurrently selectable but incompatible
products, Architect will determine which products shall be used.
1.6 PROCEDURES
A. Coordination: Modify or adjust affected work as necessary to integrate work of accepted
substitutions and approved comparable products.
1.7 EQUIVALENTS – APPROVED EQUAL
A. Equivalents or Approvals - General
1. The words “similar and equal to”, or “or equal”, “equivalent” and such other words of
similar content and meaning shall for the purposes of this Contract be deemed to mean
similar or equivalent to one of the named products. For the purposes of Paragraph A
and B of this Section 1.4 and for the purposes of Bidding Documents, the word
“products” shall be deemed to include the words “articles”, “materials”, “items”,
“equipment” and “methods”. Whenever in the Contract documents one or more
products are specified, the words “similar and equal to” shall be deemed inserted.
2. Whenever any product is specified in the Contract documents by a reference to the
name, trade name, make or catalog number of any manufacturer or supplier, the intent
is not to limit competition, but to establish a standard of quality which the Architect has
determined is necessary for the Project. The Contractor may at its option use any
product other than that specified in the Contract Documents provided the same is
approved by the Architect in accordance with the procedures set forth in Paragraph B
of this Section 1.4. In all cases the Architect shall be the sole judge as to whether a
proposed product is to be approved and the Contractor shall have the burden of proving,
at its own cost and expense, to the satisfaction of the Architect, that the proposed
product is similar and equal to the named product. In making such determination the
Architect may establish such objective and appearance criteria as it may deem proper
that the proposed product must meet in order for it to be approved.
3. Nothing in the Contract Documents shall be construed as representing, expressly or
implied, that the named product is available or that there is or there is not a product
similar and equal to any of the named products and the Contractor shall have and make
no claim by reason of the availability or lack of availability of the named product or of
a product similar and equal to any named product.
4. The Contractor shall have and make no claim for an extension of time or for damages
by reason of the time taken by the Architect or by reason of the failure of the Architect
to approve a product proposed by the Contractor.
5. Request for approval of proposed equivalents will be received by the Architect only
from the Contractor.
CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
STUDENT AND CAMPUS LIFE SUBSTITUTIONS 01 25 00-4
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CODE REMEDIATION – PHASE 1A
B. Equivalents or Approvals After Bidding
1. Request for approval of proposed equivalents will be considered by the Architect after
bidding only in the following cases: (a) the named product cannot be obtained by the
Contractor because of strikes, lockouts, bankruptcies or discontinuance of manufacturer
and the Contractor makes a written request to the Architect for consideration of the
proposed equivalent within ten (10) calendar days of the date it ascertains it cannot
obtain the named product; or (b) the proposed equivalent is superior, in the opinion of
the Architect, to the named product; or (c) the proposed equivalent, in the opinion of
the Architect, is equal to the named product and its use is to the advantage of the Owner,
e.g., the Owner receives an equitable credit, acceptable to it, as a result of the estimated
cost savings to the Contractor from the use of the proposed equivalent or the Owner
determines that the Contractor has not failed to act diligently in placing the necessary
purchase orders and a savings in the time required for the completion of the construction
of the Project should result from the use of the proposed equivalent; or (d) the proposed
equivalent, in the opinion of the Architect, is equal to the named product and less than
ninety (90) calendar days have elapsed since the Notice of Award of the Contract.
2. Where the Architect pursuant to the provisions of this Section 1.4 approves a product
proposed by the Contractor and such proposed product requires a revision or redesign
of any part of the work covered by this Contract, all such revision and redesign and all
new Drawings and details required therefore shall be subject to approval of the
Architect and shall be provided by the Contractor at its own cost and expense.
3. Where the Architect pursuant to the provisions of this Section approves a product
proposed by the Contractor and such proposed product requires a different quantity
and/or arrangement of duct work, piping, wiring, conduit or any other part of the work
from that specified, detailed or indicated in the Contract Documents, the contractor shall
provide the same at its own cost and expense.
1.8 CONTRACTOR'S OPTIONS
A. For products specified only by reference standard, select any product meeting that standard,
by any manufacturer.
B. For products specified by naming several products or manufacturers, select any one of
products and manufacturers named.
1. Products:
a. Restricted List (Products): Where Specifications include paragraphs or
subparagraphs titled “Products” or that include the phrase “provide one of the
following”, and include a list of names of both manufacturers and products,
provide one of the products listed that complies with requirements. Comparable
products for Contractor's convenience will not be considered.
- Substitutions may be considered, unless otherwise indicated.
CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
STUDENT AND CAMPUS LIFE SUBSTITUTIONS 01 25 00-5
MULTIPLE DEFICIENCIES AND PRODUCT OPTIONS March 13, 2019
CODE REMEDIATION – PHASE 1A
b. Non-restricted List (Available Products): Where Specifications include
paragraphs or subparagraphs titled “Available Products” or that include the phrase
“include, but are not limited to, the following”, and include a list of names of both
available manufacturers and products, provide one of the products listed, or an
unnamed product, that complies with requirements. Comply with requirements
in "Comparable Products" Article for consideration of an unnamed product.
2. Manufacturers:
a. Restricted List (Manufacturers): Where Specifications include paragraphs or
subparagraphs titled “Manufacturers” or that include the phrase “provide products
by one of the following”, and include a list of manufacturers' names, provide a
product by one of the manufacturers listed that complies with requirements.
Comparable products for Contractor's convenience will not be considered.
- Substitutions may be considered, unless otherwise indicated.
b. Non-restricted List (Available Manufacturers): Where Specifications include
paragraphs or subparagraphs titled “Available Manufacturers” or that include the
phrase “include, but are not limited to, the following”, and include a list of
available manufacturers, provide a product by one of the manufacturers listed, or
a product by an unnamed manufacturer, that complies with requirements. Comply
with requirements in "Comparable Products" Article for consideration of an
unnamed manufacturer's product.
3. Basis-of-Design Product: Where Specifications name a product, or refer to a product
indicated on Drawings, and include a list of manufacturers, provide the specified or
indicated product or a comparable product by one of the other named manufacturers.
Drawings and Specifications indicate sizes, profiles, dimensions, and other
characteristics that are based on the product named.
a. Restricted List (List of Manufacturers): Where Specifications include paragraphs
or subparagraphs titled “Basis-of-Design Product”, and include a list of other
manufacturers' names, provide the specified or indicated product or a comparable
product by one of the other named manufacturers that complies with
requirements.
- Comply with requirements in "Comparable Products" Article for
consideration of an unnamed product by one of the other named
manufacturers.
- Substitutions may be considered, unless otherwise indicated.
b. Non-restricted List (No List of Manufacturers): Where Specifications include
paragraphs or subparagraphs titled “Basis-of-Design Product”, and do not include
a list of other manufacturers’ names, provide the specified or indicated product or
a comparable product by another manufacturer that complies with requirements.
Comply with requirements in "Comparable Products" Article for consideration of
an unnamed manufacturer's product.
CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
STUDENT AND CAMPUS LIFE SUBSTITUTIONS 01 25 00-6
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CODE REMEDIATION – PHASE 1A
C. For products specified by naming one or more products or manufacturers and stating "or
equal", the Contractor shall submit a request as for substitutions, for any product or
manufacturer not specifically named. Such substitution shall have been listed on Bid Form as
required in Instructions to Bidders. If not so listed, no substitution will be allowed.
D. For products specified by naming only one product and manufacturer, no option and no
substitution will be considered unless listed on the Bid Form as provided in the Instructions
to Bidders. Base Bid must include the specified product or manufacturer. Substitutions will
be at the sole discretion of the Owner.
1.9 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need
for change, but not later than 21 days prior to time required for preparation and review of
related submittals.
B. Substitutions for Convenience: Submit requests for substitution within thirty (30) days of
contract award.
C. Submit a separate request for each substitution. Support each request with:
1. Completed "Request for Substitution" form in eBuilder. A request for substitution of a
product, material, or process for that specified in the Contract Documents must be
formally submitted as such accompanied by evidence that the proposed substitution ﴾1﴿
is equal in quality and serviceability to the specified item; ﴾2﴿ will not entail changes in
detail and construction of Other Work; ﴾3﴿ will be acceptable to the Architect and
Owner's Design Consultant's in achieving design and artistic intent; and ﴾4﴿ will not
result in a cost and/or schedule disadvantage.
2. Complete data substantiating compliance of the proposed substitution with
requirements stated in Contract Documents:
a. Product identification, including manufacturer's name and address.
b. Manufacturer's literature; identify:
- Product description.
- Reference standards.
- Performance and test data.
c. Samples, as applicable.
d. Name and address of similar projects on which product has been used, and the
date of each installation.
3. An itemized comparison of the proposed substitution with the product specified listing
any variations.
4. Data relating to any changes in the construction schedule.
CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
STUDENT AND CAMPUS LIFE SUBSTITUTIONS 01 25 00-7
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CODE REMEDIATION – PHASE 1A
5. The effect of the substitution on each separate contract of the Project.
6. List any changes required in other work or projects.
7. Designate any required license fees or royalties.
8. Designate availability of maintenance services, and source of replacement materials.
D. Substitutions shall not result in additions to the Contract Sum.
E. Substitutions will not be considered as having been accepted when:
1. They are indicated or implied on shop drawings or product data submittals without a
formal request from the Contractor.
2. They are requested by a subcontractor or supplier.
3. The acceptance will require substantial revision of Contract Documents.
F. Substitute products shall not be ordered or installed without written acceptance of the Owner.
G. The Owner and the Architect shall be the sole judges of the acceptability of a proposed
substitution.
1.10 COMPARABLE PRODUCTS
A. Conditions for Consideration: Contractor's request for approval of comparable product will
be considered when the following conditions are satisfied. If the following conditions are not
satisfied, Architect may reject or return requests without action, except to record
noncompliance with these requirements. Where products or manufacturers are specified by
name, submit the following, in addition to other required submittals, to obtain approval of an
unnamed product or manufacturer:
1. Evidence that the proposed product does not require revisions to the Contract
Documents that it is consistent with the Contract Documents and will produce the
indicated results, and that it is compatible with other portions of the Work.
2. Detailed comparison of significant qualities of proposed product with those named in
the Specifications. Significant qualities include attributes such as performance, weight,
size, durability, visual effect, sustainable design characteristics, warranties, and specific
features and requirements indicated. Indicate deviations, if any, from the product
specified.
3. Evidence that proposed product provides specified warranty.
4. List of similar installations for completed projects with project names and addresses
and names and addresses of architects and owners, if requested.
5. Samples, if requested.
CORNELL UNIVERSITY SECTION 01 25 00
Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
STUDENT AND CAMPUS LIFE SUBSTITUTIONS 01 25 00-8
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CODE REMEDIATION – PHASE 1A
1.11 CONTRACTOR'S REPRESENTATION
A. In making a formal request for a substitution the Contractor represents that:
1. By submitting Shop Drawings, Product Data, Samples and similar submittals, the
Contractor thereby represents that he has determined and verified all dimensions,
quantities, field dimensions, relations to existing work, coordination with work to be
installed later, coordination with information on previous Shop Drawings, Product
Data, or Samples and compliance with all the requirements of the Contract Documents.
The accuracy of all such information is the responsibility of the Contractor.
2. The Contractor has personally investigated the proposed product and has determined
that it is equal to or superior in all respects to that specified.
3. The Contractor will provide the same warranties or bonds for the substitution as for the
product specified.
4. The Contractor will coordinate the installation of an accepted substitution into the
Work, and will make such changes as may be required for the Work to be complete in
all respects.
5. The Contractor waives all claims for additional costs related to the substitution which
may subsequently become apparent.
1.12 ARCHITECT'S DUTIES
A. Review Contractor's requests for substitutions with reasonable promptness.
B. Transmit evaluations and recommendations to the Owner, so that the Owner can notify the
Contractor of the decision for acceptance or rejection of the request for substitution.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 25 00***
CORNELL UNIVERSITY SECTION 01 31 19
Ithaca, New York PROJECT MEETINGS
STUDENT AND CAMPUS LIFE PROJECT MEETINGS 01 31 19-1
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 31 19 PROJECT MEETINGS
1.0 GENERAL
1.1 DESCRIPTION
A. The Owner will schedule and administer pre-construction meeting, periodic progress
meetings, and specially called meetings throughout the progress of the work.
1. Prepare agenda for meetings.
2. Distribute written notice of each meeting four days in advance of meeting date.
3. Make physical arrangements for meetings.
4. Preside at meetings.
5. Record the minutes; include all significant proceedings and decisions.
6. Duplicate and distribute copies of minutes after each meeting.
a. To all participants in the meeting.
b. To all parties affected by decisions made at the meeting.
c. To the Architect.
B. Representatives of Contractor, subcontractors and suppliers attending the meetings shall be
qualified and authorized to act on behalf of the entity each represents.
1.2 PRE-CONSTRUCTION MEETING
A. Schedule at least fifteen (15) days after date of Notice to Proceed.
B. Location: A central site, convenient for all parties.
C. Attendance:
1. Owner's Representative(s)
2. Contractor(s)
3. Architect and its professional consultants
4. Major Subcontractors
5. Major suppliers
6. Safety Representatives for the Owner and Contractor
CORNELL UNIVERSITY SECTION 01 31 19
Ithaca, New York PROJECT MEETINGS
STUDENT AND CAMPUS LIFE PROJECT MEETINGS 01 31 19-2
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
7. Commissioning Agent
D. Minimum Agendum:
1. Distribution and discussion of:
a. List of major subcontractors and suppliers
b. Projected Construction Schedules
2. Critical work sequencing
a. Identification of major shut downs and approximate schedule
3. Major equipment deliveries and priorities
4. Project Coordination
a. Designation of responsible personnel
5. Procedures and processing of:
a. Field decisions
b. Proposal requests
c. Submittals
d. Change Orders
e. Applications for Payment
f. Requests for Information
g. Daily Reports
6. Adequacy of distribution of Contract Documents
7. Procedures for maintaining Record Documents
8. Use of premises:
a. Office, work and storage areas
b. Owner's requirements
c. Job site personnel conduct
d. Building access and security
9. Temporary facilities, controls and construction aids
a. Storm Water Pollution Prevention Plan (SWPPP)
CORNELL UNIVERSITY SECTION 01 31 19
Ithaca, New York PROJECT MEETINGS
STUDENT AND CAMPUS LIFE PROJECT MEETINGS 01 31 19-3
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CODE REMEDIATION – PHASE 1A
10. Temporary utilities
11. Safety and first-aid procedures
a. Contractor’s Project Site Specific Plan
12. Security procedures
13. Housekeeping procedures
14. Affirmative Action Plan and Reporting requirements
1.3 PROGRESS MEETINGS
A. Schedule regular periodic meetings on the site, not less than once every two weeks
throughout the Construction period.
B. Attendance:
1. Architect
2. Architect's professional consultants when, in the opinion of the Owner, needed
3. General Contractor, including Site Superintendent
4. Owner's Representatives
5. Commissioning Agent, as appropriate to agenda
6. Subcontractors as appropriate to the agenda
7. Suppliers as appropriate to the agenda
8. Safety Representative
C. Minimum Agenda:
1. Review, approval of minutes of previous meeting
2. Review percentage of work to be in place by next meeting by individual trades
3. Review of work progress since previous meeting
4. Field observations, problems, and conflicts
5. Problems which impede Construction Schedule
6. Review of off-site fabrication, delivery schedules
7. Corrective measures and procedures to regain projected schedule
8. Revisions to Construction Schedule
CORNELL UNIVERSITY SECTION 01 31 19
Ithaca, New York PROJECT MEETINGS
STUDENT AND CAMPUS LIFE PROJECT MEETINGS 01 31 19-4
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CODE REMEDIATION – PHASE 1A
9. Planned progress and schedule, during succeeding work period
10. Coordination of schedules
11. Review submittal schedules; expedite as required
12. Maintenance of quality standards
13. Building Commissioning
14. Review status of all issued proposal requests and change orders
15. Review proposed changes for:
a. Effect on Construction Schedule and on completion date
b. Effect on other contracts of the Project
16. Other business
D. All decisions, instructions, and interpretations given by the Architect/Engineer or its
representative at these meetings shall be binding and conclusive on the Contractor.
1.4 LEED MEETINGS
A. Owner will schedule an initial LEED coordination conference within twenty-one (21) days
after date of Notice to Proceed, and Owner will schedule periodic LEED meetings on the site
at not less than intervals required for LEED compliance.
1. Attendance:
a. Architect
b. Architect's professional consultants when, in the opinion of the Owner, needed
c. General Contractor, including Site Superintendent
d. Owner's Representatives, including Owner’s LEED Project Coordinator, and
Owner’s Commissioning Agent.
e. Subcontractors as appropriate to the agenda
f. Suppliers as appropriate to the agenda
2. Minimum Agenda:
a. Review, approval of minutes of previous LEED meetings
b. LEED Project Checklist
c. General requirements for LEED-related procurement and documentation
CORNELL UNIVERSITY SECTION 01 31 19
Ithaca, New York PROJECT MEETINGS
STUDENT AND CAMPUS LIFE PROJECT MEETINGS 01 31 19-5
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CODE REMEDIATION – PHASE 1A
d. Project closeout requirements and LEED certification procedures
e. Roles of Contractor’s LEED Coordinator and Owner’s LEED Project
Coordinator
f. Construction waste management
g. Construction operations and LEED requirements and restrictions
h. Other business of significance that affects Owner’s sustainable design goals and
that could affect meeting requirements for LEED certification
B. All decisions, instructions, and interpretations given by the Owner’s LEED Project
Coordinator or its representative at these meetings shall be binding and conclusive on the
Contractor.
1.5 PRE-INSTALLATION CONFERENCE(S)
A. The Contractor to hold pre-installation conferences where required by individual specification
sections or others at the discretion of the Owner. Minimum attendees would be Architect and/or
their specific sub-consultant, Owner, Contractor, Subcontractor, key Suppliers, testing &
inspection firm, Facilities Engineering subject matter expert, etc. Minimum agenda would
include review of key submittals, RFI’s, safety, logistics, material procurement, quality control,
etc. Contractor to assemble and distribute the Agenda minimum 48 hours prior to meeting as well
as distribute meeting minutes a minimum of seven (7) calendar days after the meeting.
B. Submit a list of pre-installation meetings with preliminary dates within fifteen (15) days of
issuance of the Notice to Proceed.
1.6 COMMISSIONING MEETINGS
A. The Commissioning (Cx) Agent will schedule and conduct Cx coordination meetings as noted
below.
1. Kick-off Meeting near the beginning of construction
2. TAB/ATC coordination meeting prior to commencement of TAB services
3. Routine commissioning meetings during the Acceptance Phase on a not less than bi-
weekly basis.
B. Attendance:
1. Architect's professional consultants when, in the opinion of the Owner, needed
2. General Contractor, including Site Superintendent
3. Owner's Representative
4. Commissioning Agent
CORNELL UNIVERSITY SECTION 01 31 19
Ithaca, New York PROJECT MEETINGS
STUDENT AND CAMPUS LIFE PROJECT MEETINGS 01 31 19-6
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
5. Subcontractors involved in the Cx process
a. Mechanical Contractor
b. Electrical Contractor
c. ATC Contractor
d. TAB Contractor
e. Fire Alarm Contractor
f. Suppliers as appropriate to the agenda
C. Minimum A genda:
1. Review, approval of minutes of previous Commissioning Meetings
2. Schedule update
3. Action items
4. Update Cx Record
5. New Issues
6. Coordination and look ahead until next meeting
7. Other business of significance that affects commissioning goals
D. All decisions, instructions, and interpretations given by the Owner’s Commissioning Agent or its
representative at these meetings shall be binding and conclusive on the Contractor.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
****END OF SECTION 01 31 19***
CORNELL UNIVERSITY SECTION 01 31 50
Ithaca, New York ELECTRONIC PROJECT MANAGEMENT
STUDENT AND CAMPUS LIFE ELECTRONIC 01 31 50-1
MULTIPLE DEFICIENCIES PROJECT MANAGEMENT March 13, 2019
CODE REMEDIATION – PHASE 1A (ePM) SYSTEM
SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT
1.0 GENERAL
1.1 SUMMARY
D. Owner Provided System: The Contractor will utilize the Owner’s electronic Project
Management (e-PM) system eBuilder on this project.
1. The Owner shall manage the day to day use of the Owner provided ePM system and
organize the training, support and maintenance of the ePM Website System for the
entire project team for the period of its use on the Project.
E. There are no fees to utilize this system.
1.2 RELATED SECTIONS
A. General Conditions Article 9 – Coordination and Cooperation.
B. Section 01 33 00 – Submittal Procedures
1.3 DEFINITIONS
A. ePM: defined as an internet-based information and project communication system that
allows the entire project team to collaborate in a centralized and secured repository. All
project-specific correspondence, workflow processes, and documentation will be stored
and routed within the ePM system.
1.4 PROCEDURES
A. Users will be provided a username and password. The Contractor shall log into the
e-PM system to enter the Project Documentation listed in section 2.0. All correspondence
should be communicated through the e-PM system.
B. Training
1. The Owner will hold training sessions to familiarize team members with the
system, and all Contractor staff are expected to attend one of these sessions or
otherwise receive proper training on the system’s use. All cost for personnel time
and travel to attend the training as needed shall be included in the Contractor’s
proposal
C. The Contractor shall provide on-site personnel with personal computer(s) and personal
computer equipment that will allow the Contractor’s personnel to access and use the ePM
Website System in a timely and efficient manner. At a minimum the Contractor is to
provide the following equipment and software:
CORNELL UNIVERSITY SECTION 01 31 50
Ithaca, New York ELECTRONIC PROJECT MANAGEMENT
STUDENT AND CAMPUS LIFE ELECTRONIC 01 31 50-2
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CODE REMEDIATION – PHASE 1A (ePM) SYSTEM
1. Web Browser: with high-speed connection, up/down loading capability
2. Color printer and plotter capable of full-size document production
3. Scanner: capable of scanning a high volume of project documents clearly and
quickly
4. Digital Camera: (1) single lens reflex (SLR) type camera
5. Portable Document Format (PDF) Reader/writer software
D. Contractor shall log on to the ePM Website System on a daily basis, and as necessary to
be kept fully appraised of the project developments, correspondence, assigned tasks and
other matters that occur on the site. These may include but are not limited to RFI’s,
action items, meeting minutes, discussion threads, schedule updates, submittals,
submittal log, punch list items, daily reports, site photos and/or videos and pre-
construction surveys.
1.5 PROCESS OVERVIEW
A. The Contractor is required to timely and accurately post, review, respond, and collaborate
with other team members using the following features and/or workflow processes within
the ePM system.
B. Project Team Directory – Contractor shall provide an updated directory of contact
information for all companies, subcontractors and project team members who are
engaged on this project.
C. Request for Information (RFI): All project RFI’s will be submitted using the ePM
Website System. The submission of a Request for Information (RFI) is the Contractor’s
exclusive means of requesting information from the Owner and/or Architect.
Attachments to RFI’s (which may include sketches, photographs, documentation, and
the like, will be uploaded to the ePM Website System and attached to the RFI
electronically.
D. Meeting Minutes: Contractor shall enter meeting agendas, records and minutes in the
system for all applicable meetings as designated by the Owner.
E. General Communications, memorandums and Letters (Project Correspondence): Shall
be created in or posted to the ePM Website System in PDF format electronically linked
to action items. These action items shall include names of party (ies) required to respond,
time frame within which action is to be taken and any solutions the Contractor
recommends.
F. Drawings and Specifications: The Contract Documents will be posted to the ePM
Website System as directed by the Owner. The Owner shall retain the right to assign
download rights to active CAD or model files. CAD or model files, in any format, posted
to the ePM Website System are for viewing and printing only and cannot be edited.
G. Submittals: All submittals shall be fully electronic. Reference Section 01 33 00.
CORNELL UNIVERSITY SECTION 01 31 50
Ithaca, New York ELECTRONIC PROJECT MANAGEMENT
STUDENT AND CAMPUS LIFE ELECTRONIC 01 31 50-3
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CODE REMEDIATION – PHASE 1A (ePM) SYSTEM
H. Submittal Schedule and Log: Contractor shall post and/or update on a daily basis.
CORNELL UNIVERSITY SECTION 01 31 50
Ithaca, New York ELECTRONIC PROJECT MANAGEMENT
STUDENT AND CAMPUS LIFE ELECTRONIC 01 31 50-4
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CODE REMEDIATION – PHASE 1A (ePM) SYSTEM
I. Field Reporting: The Contractor shall post and/or update on a daily basis all reports
required by other specification sections. These reports include, but are not limited to,
daily construction reports, material location reports, unusual event reports, safety and
accident reports.
J. Project Photographs: Contractor shall upload project photographs to the ePM system,
field by date and type including but not limited to:
1. General Progress Photographs
2. RFI Issues
3. Non-Conforming Work
4. Special Events
5. As required by individual Specification Sections
K. Project Schedule: The contractor shall post, distribute, review, and/or respond to the
project schedule, monthly updates, and any other schedule submittals onto the ePM in
both native and PDF formats.
L. Permits & Approvals: Contractor shall upload and maintain current copies of all permits
and agency approvals that relate to the project.
M. Issue Tracking: Contractor to log and respond to issues that are related and affect other
stakeholders within the project team.
N. Quality Assurance: The Owner and/or Architect will issue reports on conforming items
in the ePM system. The Contractor is required to review and respond with corrective
actions in the system.
O. Change Management – Cost Events and Change Orders will be managed by the e-PM
system and the Contractor shall be responsible for reporting potential changes and
logging Requests for Change Orders in the system. The Contractor shall also upload and
manage all documentation supporting Requested Change Orders.
P. Pay Applications Requests (Invoices) – The Contractor shall create and submit invoices
for review by the Owner. Once the invoices are agreed to by the Owner then the invoices
should be submitted electronically per the instructions for the ePM system.
Q. Budget and Cost Management – Contractor to provide estimates and work breakdown
structure (WBS) to provide Owner with accurate budget/cost analysis.
CORNELL UNIVERSITY SECTION 01 31 50
Ithaca, New York ELECTRONIC PROJECT MANAGEMENT
STUDENT AND CAMPUS LIFE ELECTRONIC 01 31 50-5
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CODE REMEDIATION – PHASE 1A (ePM) SYSTEM
1.6 ADDITIONAL INFORMATION
A. The Owner may change the standards for distribution and process prescribed above as
required to suit the project.
B. The Owner shall retain ownership of all data entered into either system and shall
administrate and distribute all information contained therein.
C. The Contractor shall make certain that all subcontractors performing significant work on
the project shall actively participate in the e-PM system. Requirements for participation
in the e-PM system shall be made part of each bid document and final contract.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
****END OF SECTION 01 31 50***
CORNELL UNIVERSITY SECTION 01 32 16
Ithaca, New York CONSTRUCTION SCHEDULE
STUDENT AND CAMPUS LIFE CONSTRUCTION 01 32 16-1
MULTIPLE DEFICIENCIES SCHEDULE March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 32 16 CONSTRUCTION SCHEDULE
1.0 GENERAL
1.1 SUMMARY
A. The Contractor shall, within fourteen (14) calendar days of Notice to Proceed, prepare
and submit to the Owner estimated construction progress schedules for the entire Work,
with sub-schedules of related activities which are essential to the progress of the Work.
B. Conferences will be held with the Architect, Owner and Contractor at the start of the
project to agree mutually on a progress schedule which must be diligently followed.
C. Submit revised progress schedules periodically and when requested to do so by Owner.
D. Submit to Owner and Architect a cash flow projection in accordance with Schedule of
Values.
E. Submit electronic versions of all schedules, including updates, as well as all back-up to
the submitted schedules.
1.2 FORM OF SCHEDULES
A. Prepare Network Analysis system, or prepare schedules in the form of a horizontal bar
chart.
1. Provide separate horizontal bar for each trade or operation.
2. Horizontal time scale: Identify the first work day of each week.
3. Scale and spacing: To allow space for notations and future revisions.
B. Format of listings: The chronological order of the start of each item of work.
C. Identification of listings: By specification section numbers.
1.3 CONTENT OF SCHEDULES
A. Construction Progress Schedule:
1. Show the complete sequence of construction by activity.
2. Show the dates for the beginning, and completion of, each major element of
construction. Specifically list:
CORNELL UNIVERSITY SECTION 01 32 16
Ithaca, New York CONSTRUCTION SCHEDULE
STUDENT AND CAMPUS LIFE CONSTRUCTION 01 32 16-2
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CODE REMEDIATION – PHASE 1A
a. Site clearing
b. Site utilities
c. Foundation work
d. Structural framing
e. Subcontractor work
f. Equipment installations
g. Finishes
h. Pre-Installation meetings
3. Show projected percentages of completion for each item, as of the first day of
each month.
4. Show estimated dates for the beginning and completion of work which must be
completed by or coordinated with the Owner such as hazardous materials
abatement, moving, training and other such items as they are identified.
B. Submittals Schedule for Shop Drawings, Product Data and Samples: Confer with the
Architect and agree on all elements of the Submittals Schedule. The schedule will be
based on the understanding that minimum turn-around time in the Architect's office is
ten (10) working days. Some submittals or groups of submittals may take longer to
review. Submittals which do not conform to the agreed schedule may be subject to delays
in processing. Show:
1. The dates for Contractor's submittals.
2. The dates reviewed submittals will be required from the Architect.
3. Confirmed lead time for manufacturing, production, fabrication and shipment to
the project site of all materials which have an impact on the critical path of the
Project's construction schedule.
1.4 PROGRESS REVISIONS
A. Indicate progress of each activity to date of submission.
B. Show changes occurring since previous submission of schedule:
1. Major changes in scope
2. Activities modified since previous submission
3. Revised projections of progress and completion
4. Other identifiable changes
CORNELL UNIVERSITY SECTION 01 32 16
Ithaca, New York CONSTRUCTION SCHEDULE
STUDENT AND CAMPUS LIFE CONSTRUCTION 01 32 16-3
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CODE REMEDIATION – PHASE 1A
C. Provide a narrative report as needed to define:
1. Problem areas, anticipated delays, and the impact on the schedule.
2. Corrective action recommended, and its effect.
3. The effect of changes on schedules of other prime contractors.
1.5 SUBMISSIONS
A. Submit initial Construction Progress Schedules within fifteen (15) calendar days after
award of Contract.
1. Owner will review schedules and return review copy within ten (10) days after
receipt.
2. If required, resubmit within seven (7) days after return of review copy.
B. Submit progress revision schedules to accompany each application for payment.
C. Submit Submittals Schedule within thirty (30) calendar days after date of commencement
of work.
D. Submit one reproducible transparency and one opaque reproduction.
2.0 PRODUCTS - NOT USED
3.0 EXECUTION
3.1 DISTRIBUTION
A. Distribute copies of the reviewed schedules to:
1. Owner Job Site personnel
2. Subcontractors
3. Other concerned parties
B. Instruct recipients to report to the Contractor, in writing, any problems anticipated by the
projections of the schedule.
***END OF SECTION 01 32 16***
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
STUDENT AND CAMPUS LIFE SUBMITTAL PROCEDURE 01 33 00-1
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 33 00 SUBMITTAL PROCEDURES
1.0 GENERAL
1.1 DESCRIPTION
A. Section includes administrative and procedural requirements for submittals, including the
following:
1. Shop Drawings
2. LEED Submittals
3. Product Data
4. Samples
5. Quality Assurance and Quality Control Submittals
6. Coordination Drawings
7. Certification of Asbestos free products
8. Owner audio/visual
9. Owner furnishings and fixed equipment
B. Designate in the construction schedule, and/or in a separate Submittals Schedule, the dates
for submission and the dates reviewed Shop Drawings, Product Data and Samples will be
needed.
C. With the exception of physical samples and color charts, or as otherwise approved by the
Owner, all submittals shall be electronic images in PDF format created electronically (saved
with commenting allowed) which shall be submitted for review and approval via the
electronic project management web site. PDFs shall be created directly from the native file
format electronically. Scanning of paper to PDF shall be used minimally. Any non-
electronic submittals shall be approved on a case by case basis and logged into the electronic
management system as directed by a Cornell representative.
1.2 SUBMITTAL REGISTRY AND SCHEDULE
A. The Architect shall provide a draft submittal registry in the template needed for eBuilder
importation. It will be part of the contract documents and turned over to the Contractor in
native format for their use. The Contractor shall be responsible for review and completion of
the registry including addition of dates identified below and other information as deemed
necessary by the Owner.
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
STUDENT AND CAMPUS LIFE SUBMITTAL PROCEDURE 01 33 00-2
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CODE REMEDIATION – PHASE 1A
B. The submittal registry and schedule shall list all submittals required by the specifications,
listed in order by the specification section in which they are required. Coordinate the
Submittal Schedule with the Contractor's Critical Path Method Construction Schedule and
other related documents.
C. The Submittal Registry shall include the following information:
1. Title (by Architect for Contractor review)
2. Related specification section and paragraph numbers (by Architect for Contractor
review)
3. Subsection (by Architect for Contractor review)
4. Category of Submittal (Certification, Mock-Up, Operations/Maintenance Manual,
Product Data, Sample, Shop Drawing, Test Report, As Built, etc.) (by Architect for
Contractor review)
5. Submittal Description including description of the part of the Work covered by the
submittal (by Architect for Contractor review)
6. Name of Subcontractor, if applicable (Contractor provided, optional)
7. Date due from Subcontractor (Contractor provided, optional)
8. Date due to be submitted for review (Contractor provided, required)
9. Date due for submittal review to be completed (Contractor provided, required)
10. Date for transmittal to Subcontractor (Contractor provided, optional)
11. Date for material or product delivery to project (Contractor provided, required)
12. Priority. Low, normal or high (Contractor provided, required)
D. Schedule a resubmittal for each major submittal. Except where specified otherwise in the
contract documents, provide review times for submittals in accordance with Submittal
Procedures and Architect’s Duties below.
E. Distribution: Initially submit the Submittal Schedule to the Owner for review via the
electronic Project Management system. A submittal schedule compliant with the
requirements of this section showing all submittals for the preliminary schedule submission
duration shall be submitted with the Contractor’s preliminary schedule submittal described
in Section 01 32 16. The schedule shall also enumerate all submittals to be processed after
the initial preliminary schedule submission duration period, although the date for these
submittals does not have to be indicated. A final baseline submittal schedule showing all
submittals for the entire project shall be included in the baseline schedule submittal described
in section 01 32 16.
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
STUDENT AND CAMPUS LIFE SUBMITTAL PROCEDURE 01 33 00-3
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CODE REMEDIATION – PHASE 1A
F. Updating: The Submittal Schedule shall be kept up-to-date by the Contractor until all
submittals are approved. Failure to provide the requested information, or delay in submitting
required submittals may result in the payment request being returned to the Contractor until
the required schedule or submittals are received.
1.3 SHOP DRAWINGS
A. Drawings shall be newly prepared information drawn accurately to scale by skilled
draftsperson and presented in a clear and thorough manner.
1. Highlight, encircle, or otherwise indicate deviations from Contract Documents.
2. Do not reproduce Contract Documents or copy standard information as basis of Shop
Drawings.
3. Standard information prepared without specific reference to Project is not Shop
Drawing.
B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules,
patterns, templates and similar Drawings. Include the following information:
1. Dimensions.
2. Identification of products and materials included by sheet and detail number.
3. Compliance with specified standards.
4. Notation of coordination requirements.
5. Notation of dimensions established by field measurements.
6. Submittal:
a. For electronic transmittal, submittals shall be distributed electronically via the
electronic project management system and will be reviewed and returned
electronically marked with action taken.
b. Maintain returned document as a “Record Document”.
1.4 PRODUCT DATA
A. Product Data includes brochures, diagrams, standard schedules, performance charts, and
instructions that illustrate physical size, appearance and other characteristics of materials and
equipment. All submittals shall identify all products as being asbestos free, see Section 01
35 29.
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
STUDENT AND CAMPUS LIFE SUBMITTAL PROCEDURE 01 33 00-4
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CODE REMEDIATION – PHASE 1A
B. Collect Product Data into a single submittal for each element of construction or system.
1. Clearly mark each copy to show applicable choices and options. Failure to do so with
result in rejection of the submission.
2. Show performance characteristics and capacities.
3. Show dimensions and clearances required.
4. Show wiring or piping diagrams and controls.
5. Where Product Data includes information on products that are not required, eliminate
or mark through information that does not apply.
6. Supplement standard information to provide information specifically applicable to the
Work.
7. Preliminary Submittal: Submit single copy of Product Data where selection of options
by Architect is required.
8. Submittals:
a. For electronic transmittal, submittals shall be distributed electronically via the
electronic project management system and will be reviewed and returned
electronically marked with action taken.
b. Maintain one (1) copy as a “Record Document”.
1.5 SAMPLES
A. Samples include partial sections of manufactured or fabricated components, cuts or containers
of materials, color range sets, and swatches showing color, texture, and pattern.
B. Office samples shall be of sufficient size and quantity to clearly illustrate:
1. Functional characteristics of the product, with integrally related parts and attachment
devices.
2. Full range of color, texture and pattern.
C. Field samples and mock-ups:
1. Contractor shall erect, at the Project site, at a location acceptable to the Architect.
2. Size or area: that specified in the respective specification section.
3. Fabricate each sample and mock-up complete and finished.
4. Remove mock-ups when directed by the Architect.
5. Perform necessary work to bring any area disturbed by mock-ups to the areas original
condition.
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
STUDENT AND CAMPUS LIFE SUBMITTAL PROCEDURE 01 33 00-5
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CODE REMEDIATION – PHASE 1A
D. Submit fully fabricated Samples cured and finished as specified and physically identical with
material or product proposed.
1. Mount or display Samples in manner to facilitate review of qualities indicated.
2. Identify Samples with generic description, product name, and name of manufacturer.
3. Submit Samples for review and verification of size, kind, color, pattern, and texture.
4. Where variation in color, pattern, texture, or similar characteristics is inherent in
material or product represented, submit at least three (3) multiple units that show
approximate limits of variations.
5. Preliminary Submittals: Submit one (1) full set of choices where Samples are submitted
for Architect’s selection of color, pattern, texture, or similar characteristics from a range
of standard choices.
6. Submittals:
a. Submit four (4) sets for Architect’s review. Architect will return at least one (1)
set marked with action taken. Maintain sets of Samples, as returned, at Project
Site, for quality comparisons throughout course of construction. Additionally, for
electronic transmittal, photograph sample and its label and attached to the
submittal item electronically via the electronic project management.
1.6 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS
A. Quality assurance and quality control submittals include design data, test reports,
certifications, manufacturer’s instructions, and manufacturer’s field reports.
B. Professional design services or certifications: Where Contract Documents require
professional design services or certifications by a design professional, Contractor shall cause
such services or certifications to be provided by a qualified design professional, whose
registration seal shall appear on drawings, calculations, specifications, certifications, Shop
Drawings, and other submittals prepared by such professional. Architect shall be entitled to
rely upon adequacy, accuracy, and completeness of services, certifications, or approvals
performed by such design professionals.
C. Inspection and Test Reports: Requirements for submittal of inspection and test reports from
independent testing agencies as specified in the Contract Documents.
D. Manufacturer’s instruction: Preprinted instructions concerning proper application or
installation of system or product.
E. Manufacturer’s field reports: Reports documenting testing and verification by
manufacturer’s field representative to verify compliance with manufacturer’s standards or
instructions.
CORNELL UNIVERSITY SECTION 01 33 00
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F. Submittals:
1. For electronic transmittal, submittals shall be distributed electronically via the
electronic project management system and will be reviewed and returned electronically
marked with action taken.
2. Maintain one (1) additional copy as “Record Document”.
1.7 COORDINATION DRAWINGS
A. The Contractor shall coordinate and manage the preparation and submittal of coordinated
layouts of the mechanical, electrical and fire protection systems and equipment for all areas;
drawn at a scale not less than 1/4" per foot showing on both plan and elevation including but
not limited to all equipment, ducts, pipe sleeves, piping including plumbing and, sprinkler
system, lighting, special supports and other items contained within the space. Show
mechanical and electrical services as well as architectural and structural features drawn to
scale. Provide electronic record of each coordination drawing submitted in TIFF and PDF
formats to the Owner. Provide coordination drawings for all corridors, laboratories, offices,
mechanical rooms, boiler room, shafts, tunnels, and all congested areas. Copies of
coordination drawings shall be distributed to all trades to assure a complete, coordinated
installation of work within the space available.
B. Submittal and review of coordination drawings will be required thirty (30) days prior to
commencement of fabrication and/or installation of any work item.
C. Prepare and submit coordinated layouts of the mechanical and electrical systems and
equipment for all areas; drawn at a scale not less than 3/8 inch =1 foot (1:32) showing on both
plan and elevation including but not limited to all equipment, ducts, pipe sleeves, piping
including plumbing and, sprinkler system, lighting, special supports and other items
contained within the space. Show mechanical and electrical services as well as architectural
and structural features drawn to scale. Provide copies of each coordination drawing
submitted. Provide coordination drawings for all spaces, including but not limited to,
corridors, laboratories, offices, mechanical rooms, boiler room, shafts, tunnels, and other
areas. Copies of coordination drawings shall be distributed to all trades to assure a complete,
coordinated installation of work within the space available.
1. Show architectural, structural and other adjacent work requiring coordination with
services. Show items, including but not limited to, access doors, ceiling grids, ceiling
construction, structural decks and framing, fixtures, devices, and other adjacent work
coordinated with services and architectural layouts shown on Drawings.
2. Prepare plans, sections, elevations, and details as needed to describe relationship of
various systems and components. Supplement plan drawings with section drawings
where required to adequately represent the Work.
3. Include room names and numbers of each space.
4. Coordinate the addition of trade-specific information to the coordination drawings by
multiple entities in a sequence that best provides for coordination of the information
and resolution of conflicts between installed components before submitting for review.
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5. Contract drawings are diagrammatic. Exact location of receptacles, light fixtures, exit
signs, fire alarm devices, and other devices shall be coordinated with the Architectural
Drawings and shall not be scaled from locations indicated on the Mechanical and
Electrical Drawings. Coordinate modifications in layout as necessary to complete the
Work in accordance with the design intent.
6. Coordinate modifications in layout and components necessary to ensure maintenance
accessibility and prevent conflict between each portion of the Work.
7. Maintain maximum headroom at all locations. Unless indicated otherwise, all
mechanical and electrical systems and associated components are to be installed as
tight to underside of structure as possible.
8. Indicate functional and spatial relationships of components of architectural, structural,
mechanical, plumbing, fire protection, electrical systems, communications systems,
security systems, and other portions of the Work. Drawings shall indicate dimensions,
to avoid interference with existing conditions, structural frame, ceilings, partitions,
services, and other portions of the Work. Where conflicts occur with placement of
materials of various portions of the Work, Contractor shall be responsible to resolve
conflicts and coordinate the available space to accommodate each portion of the Work.
Adjustments resulting from coordination shall be initialed and dated by the entity(s)
affected by the adjustments.
9. Indicate space requirements for routine maintenance and for anticipated replacement
of components during the life of the installation.
10. Show location and size of access doors and access panels required for access to
concealed dampers, valves, and other controls.
11. Indicate required installation sequences.
12. Indicate dimensions, elevations, and alignments shown on the Drawings. Specifically
note dimensions, elevations, and alignments that appear to be in conflict with submitted
equipment and minimum clearance requirements and notify Architect. Provide
alternate sketches to Architect indicating proposed resolution of such conflicts. Minor
dimension changes and difficult installations will not be considered changes to the
Contract.
13. Indicate suspended ceiling heights and show locations of visible ceiling-mounted
devices relative to acoustical ceiling grid.
14. Indicate locations of fire-rated partitions, smoke partitions, and other required barriers.
15. Plenum Space: Indicate sub-framing for support of ceiling and wall systems,
mechanical and electrical equipment, toilet partitions, overhead-mounted equipment,
and related Work. Locate components within ceiling plenum to accommodate layout
of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures
and other components and notify Architect.
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Ithaca, New York SUBMITTAL PROCEDURES
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16. Exposed Ceiling Construction: In addition to other indicated information, show fully-
dimensioned locations of all items exposed at ceiling space. Indicate alignment
requirements and centerline locations of light fixtures, ducts, piping, conduit, and other
services. Show dashed outline locations of laboratory casework, shelving, and other
items that extend 7 feet or more above the floor.
17. Mechanical and Electrical Rooms: Provide coordination drawings for mechanical and
electrical rooms showing plans and elevations of mechanical, plumbing, fire-
protection, fire-alarm, and electrical equipment. Indicate paths of egress from rooms.
Indicate paths for equipment removal from rooms. Indicate clear areas required for
access and maintenance.
18. Structural Penetrations: Indicate scheduled and requested penetrations and openings
required for all disciplines. Request un-scheduled penetrations and openings where
Contractor has reviewed, analyzed, and coordinated all possible routing options and
structural penetrations are only feasible option to accommodate indicated ceiling
heights. Refer to the drawings for general guidelines and request confirmation by
Architect for structural penetrations.
19. Mechanical and Plumbing Work: Show dimensioned locations, sizes and bottom
elevations of ductwork, piping, and conduit runs, including insulation, bracing,
flanges, accessories, and support systems. Show locations of major components, such
as dampers, valves, diffusers, access doors, cleanouts and electrical distribution
equipment.
20. Electrical Work: Show electrical distribution, systems, equipment, and runs of vertical
and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger. Show light fixture,
exit light, emergency battery pack, smoke detector, fire alarm, and other device
locations. Show panel board, switch board, switchgear, transformer, bus way,
generator, and motor control center locations. Show location of pull boxes and
junction boxes, dimensioned from column center lines. Show lighting control systems.
Show cable tray layouts including vertical and horizontal offsets and transitions,
clearances for access above and to side of cable trays, and vertical elevation of cable
trays above the floor or bottom of ceiling structure.
21. Fire Suppression System: Show locations of standpipes, mains piping, branch lines,
pipe drops, and sprinkler heads.
22. Refer to individual Sections for additional Coordination Drawing requirements for
Work in those Sections.
23. Contractor Sign-Off: Contractor and each entity performing portions of the Work shall
sign and date coordination drawings.
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
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24. Review: Architect will review coordination drawings to confirm that the Work is being
coordinated, but not for the details of the coordination, which are Contractor's
responsibility. If Architect determines that coordination drawings are not being
prepared in sufficient scope or detail, or are otherwise deficient, Architect will so
inform Contractor, who shall make changes as directed and resubmit. Review of
coordination drawings shall not reduce Contractor’s responsibility for final
coordination of installation and maintenance clearances of systems and equipment with
existing conditions and each portion of the Work.
D. Submittal and review of coordination drawings will be required before work can start in any
given area of the building.
1.8 CONTRACTOR RESPONSIBILITIES
A. Review submittals for compliance with Contract Documents and approve submittals prior to
transmitting to the Architect.
B. Specifically record deviations from Contract Document requirements, including minor
variations and limitation. Comply with requirements of Section 01 25 00 Substitutions and
Product Options.
C. Contractor’s approval of submittals shall indicate that the Contractor has determined and
verified materials, field measurements and field construction criteria, and has checked and
coordinated information within each submittal with requirement of the Work and Contact
Documents. Field conflicts which arise from the contractor’s failure to fully review and
approve submittals before ordering equipment, will result in the contractor being burdened
with all costs to remediate the situation.
D. Contractor shall be responsible for:
1. Compliance with the Contract Documents
2. Confirming and correlating quantities and dimensions
3. Selecting fabrication processes and techniques of construction.
4. Coordination of the work represented by each submittal with other trades.
5. Performing the work in a safe and satisfactory manner.
6. Compliance with the approved Construction Schedule.
7. All other provisions of the agreements.
E. It is understood that the Architect's notation on the submittals is not to be construed as an
authorization for additional work or additional cost.
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
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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
1.9 SUBMITTAL PROCEDURES
A. Coordination
1. Coordinate submittals with performance of construction activities in accordance with
the Submittal Schedule approved by the Architect and Owner.
2. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
submittals and related activities that require sequential activity.
3. Prepare and transmit each submittal in accordance with the Submittals Schedule, agreed
to by all entities involved.
4. Prepare, review, approve and transmit each submittal sufficiently in advance of
performance of related construction activities to avoid delay.
5. Architect's Review: Allow ten (10) working days for Architect's initial processing of
each submittal requiring the Architect’s review and response, except for longer periods
required as noted below, and where processing must be delayed for coordination with
subsequent submittals. The Architect will advise the Contractor promptly when it is
determined that a submittal being processed must be delayed for coordination. Allow
ten (10) working days for Architect's reprocessing of each submittal. Notify the
Architect when processing time for a submittal is critical to the progress of the work,
and the work would be expedited if its processing time could be shortened.
An additional five (5) working days will be required for items specified in Divisions 2,
3, 5, 23 and 26, and for Architectural Woodwork, Hollow Metal Work and Hardware
Schedules.
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
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6. Allow time for delivery in addition to review.
7. Allow time for reprocessing each submittal.
8. No extension of Contract Time will be authorized because of failure to prepare
submittals sufficiently in advance of Work to permit processing.
9. Submittals made which do not conform to the schedule are subject to delays in
processing by the Architect.
10. Refer to Section 01 32 16 Construction Schedules for requirements of the Submittals
Schedule.
11. Failure of the Contractor to obtain approval of Shop Drawings shall render all work
thereafter performed to be at Contractor’s sole risk, cost and expense.
B. Submittal Preparation
1. Place permanent label or title block on each submittal for identification.
2. Indicate name of entity that prepared each submittal on label or title block.
3. Provide space on label or beside title block on Shop Drawings to record Contractor's
stamp, initialed or signed, certifying to review of submittal, action taken, verification
of products, field measurements and field construction criteria, and coordination of the
information within the submittal with requirements of the Work and of Contract
Documents.
4. Complete all fields on submittal item details in ePM system including meaningful
description.
5. Include the following information on submittal documentation:
a. Drawing, detail or specification references, including section number, as
appropriate to clearly identify intended use of product.
b. Field dimensions, clearly identified as such.
c. Relation to adjacent or critical features of the work or materials.
d. Applicable standards, such as ASTM or Federal Specification numbers.
e. Provide a blank space for the Architect’s stamps
f. On transmittal, record relevant information including deviations from Contract
Document requirements, including minor variations and limitations.
6. Identification of revisions on re-submittals, other than those noted by the Architect on
previous submittals.
7. Shop drawings with the comment "by others" are not acceptable. All such work must
specifically identify the related responsible subcontractor.
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
STUDENT AND CAMPUS LIFE SUBMITTAL PROCEDURE 01 33 00-12
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C. Submittal Transmittal:
1. Transmit submittals via the electronic project management system to Architect unless
otherwise noted or directed.
2. Prepare and generate transmittal in ePM system for submission of samples. Package
sample and other each submittal appropriately for transmittal and handling.
1.10 RECORD SUBMITTALS
A. Provide a record copy of the submittal to the Commissioning Agent in electronic format.
Record copy shall be a clean copy (free of notes from the design professional) which has been
updated to reflect the “as-installed” system. Provide document in PDF format.
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 (electronic format) for the O&M Manual.
1.11 RESUBMISSION REQUIREMENTS
A. Make any corrections or changes noted on previous submittals.
B. Shop Drawings and Product Data:
1. Revise initial drawings or data, and resubmit as specified for the initial submittal.
2. Indicate any changes which have been made other than those noted by the Architect.
C. Samples: Submit new samples as required for initial submittal.
1.12 ARCHITECT'S DUTIES
A. Review submittals with reasonable promptness as identified in 1.8, paragraph 5 of this
Section.
B. Notations on the Submittal Review Stamp or eBuilder file mean the following:
1. "Approved (APP)" indicates that no deviations from the design concept have been
found and Work may proceed.
2. "Approved as Noted (AAN)" indicates that deviations from the design concept which
have been found are noted, and the Contractor may proceed accordingly.
3. "Revise and Resubmit (RAR)" indicates that Work covered by submittal, including
purchasing, fabrication, delivery, or other activity may not proceed. Revise or prepare
new submittal according to Architect’s notations; resubmit without delay. Repeat if
necessary to obtain different action mark.
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Ithaca, New York SUBMITTAL PROCEDURES
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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.
1.13 DISTRIBUTION
A. Distribute reviewed Shop Drawings and copies of Product Data when possible via the
electronic project management system to:
1. Job site file
2. Record Documents file
3. Subcontractors
4. Installers
5. Suppliers
6. Manufacturers
7. Fabricators
8. Architect
9. Owner
CORNELL UNIVERSITY SECTION 01 33 00
Ithaca, New York SUBMITTAL PROCEDURES
STUDENT AND CAMPUS LIFE SUBMITTAL PROCEDURE 01 33 00-14
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B. Do not permit use of unmarked copies or rejected copies of submittals in connection with
construction at Project Site or elsewhere where Work is in progress.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 33 00***
CORNELL UNIVERSITY SECTION 01 35 29
Ithaca, New York GENERAL HEALTH & SAFETY
STUDENT AND CAMPUS LIFE GENERAL HEALTH 01 35 29-1
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SECTION 01 35 29 GENERAL HEALTH & SAFETY
1.0 GENERAL
1.1 DESCRIPTION
A. This Section provides requirements for general health and safety during the project. The
requirements of this Section shall apply to both Contractor and all tiers of sub-contractors
involved in the project.
B. In addition to the requirements of this Section, all laws and regulations by applicable local,
state, and federal agencies shall apply to the work of this contract. In some cases the
requirements of these Specifications may by intention exceed such legal requirements, but in
no case shall this Specification be interpreted or understood to reduce or eliminate such
requirements.
1.2 CONTRACTOR’S PROJECT SITE SPECIFIC PLAN
A. Contractors are required to submit a Project Site Specific Plan (PSSP) for review by Cornell
University representatives before commencement of work on the site. The PSSP should
address site specific information, controls and or requirements as it relates to the entire scope
of work for the project. All contractors shall use the Project Site Specific Plan Template
below to develop their Project’s PSSP. The template may be downloaded at:
https://sp.ehs.cornell.edu/osh/occupational-safety/contractor-safety/Pages/default.aspx
1. Within the PSSP Template are example(s) to use as reference. The provided examples
demonstrate Cornell University’s expectations for providing detailed site specific
information, controls and requirements.
2. Project Site Specific Plan’s that inadequately address site specific operations will be
returned with comments for resubmission. Failure to submit a PSSP may result in delay
of project and/or denial of the payment.
3. All projects must have the PSSP submitted via e-Builder for review and comment.
B. PSSP submittal should be submitted a minimum of ten (10) days prior to the commencement
of work on site. The Contractor may opt to submit their PSSP in phases. The Contractor must
submit a phase submission plan using the PSSP Submission table included in the PSSP
template for approval by Owner’s Representative with initial submission. Submit remaining
phases no later than ten (10) days prior to the start of a new, predetermined project phase or
milestone.
1. Projects having less than a ten (10) day turn-around shall coordinate their submittal with
the Owner’s Representative, who should coordinate with Occupational Health, Safety
CORNELL UNIVERSITY SECTION 01 35 29
Ithaca, New York GENERAL HEALTH & SAFETY
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and Injury Prevention (OHSIP), the University Fire Marshall’s Office and Contract
College’s Codes Enforcement Official, if applicable.
C. The Contractor is responsible for its employees and its subcontractors. Subcontractors are
required to submit their PSSP to the General Contractor. The General Contractor is
responsible to ensure all subcontractor(s) PSSP’s are adequate per their scope of work.
D. The General Contractor is required to ensure their project’s PSSP is accurately maintained
throughout the duration of the contract. Resubmission is required for any new scope elements
not previously addressed by the Contractor’s original PSSP.
E. Definitions:
1. Project Site Specific Plan (PSSP): A structured document that details the scope of the
contract work and related site specific controls, requirements and information for
University and Contractor personnel. This document is not intended to be all inclusive
of all applicable local, state and federal laws and regulations for which the General
Contractor and its Subcontractor(s) are expected to comply.
2. Authority Having Jurisdiction (AHJ):
• The organization, office or individual responsible for approving equipment, an
installation or a procedure (NYS Fire Code).
• The local government, county government or state agency responsible for the
administration and enforcement of an applicable regulation or law (NYS Building
Code-§202.2).
3. Occupational Health, Safety and Injury Prevention (OHSIP): A division of Cornell
University’s Environmental Safety and Health Department. The OHSIP division can be
contacted at (607)-255-8200 or by email at askEHS@cornell.edu
4. SME: The University’s subject matter expert.
1.3 ASBESTOS
A. All products provided for use in construction at Cornell University are to be free of asbestos.
At Substantial Completion, prior to beneficial service, the Contractor shall provide a signed
certification form “Exhibit AC” stating that all Contractor supplied & installed products are
100% asbestos free. The Contractor has to attach applicable Safety Data Sheets/ Material
Safety Data Sheets for each product documenting a 100% asbestos free status. The University
may provide random testing of products for asbestos content. Any Contractor installed
product found to contain asbestos shall be classified as defective work. Defective work shall
be corrected by the Contractor as specified in the General Conditions.
B. Attached for the Contractor’s information are asbestos reports which represent samples taken
within the building.
C. Based on the above, disposal of asbestos containing material is not anticipated.
CORNELL UNIVERSITY SECTION 01 35 29
Ithaca, New York GENERAL HEALTH & SAFETY
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1.4 LEAD
A. Building may contain lead based paint. The Contractor shall protect workers in accordance
with OSHA regulations. The Contractor selects the means and/or methods to address the
presence of lead based paint, and must concurrently protect its workers based on the
Contractor’s means and/or methods. The Contractor is required to submit a lead plan that is
site specific, indicating that the protective measures the Contractor proposes meet the OSHA
standard 1926.62 “Lead in Construction Standards”. This site specific plan should address
the particular methods the Contractor intends to protect its workers, the building occupants
and the building structure based on its selection of addressing the presence of lead based
paint.
1.5 PROTECTION FROM FIRE
A. General: Follow fire-prevention plan and the following:
1. Comply with NFPA 241-Standard for Safeguarding Construction, Alteration, and
Demolition Operations requirements unless otherwise indicated.
2. Remove and keep area free of combustibles, including rubbish, paper, waste, and
chemicals, unless necessary for the immediate work.
a. If combustible material cannot be removed, provide fire blankets to cover such
materials.
B. Heat-Generating Equipment and Combustible Materials: Comply with the following procedures
while performing work with heat-generating equipment or combustible materials, including
welding, torch-cutting, soldering, brazing, removing paint with heat, or other operations where
open flames or implements using high heat or combustible solvents and chemicals are anticipated:
1. 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. It is anticipated
that each stairwell requiring cutting and welding of existing and new metal railings will
require a shutdown of smoke alarms. The shutdown, restart, and testing will be performed
by Cornell University staff.
2. Do not perform work with heat-generating equipment in or near rooms or in areas where
flammable liquids or explosive vapors are present or thought to be present.
3. Use fireproof baffles to prevent flames, sparks, hot gases, or other high-temperature
material from reaching surrounding combustible material.
4. Prevent the spread of sparks and particles of hot metal through open windows, doors, holes,
and cracks in floors, walls, ceilings, roofs, and other openings. Close and seal all doors
leading into a stairwell at all levels while welding, cutting, or any procedure producing
fumes, smoke, or dust.
C. Fire-Control Devices: Provide and maintain fire extinguishers, fire blankets, and rag buckets for
disposal of rags with combustible liquids. Maintain each as suitable for the type of fire risk in each
work area. Ensure that nearby personnel are trained in fire-extinguisher and blanket use.
D. Sprinklers: Where sprinkler protection exists and is functional, maintain it without interruption
while operations are being performed. If operations are performed close to sprinklers, shield them
temporarily with guards.
1. Remove temporary guards at the end of work shifts, whenever operations are paused, and
when nearby work is complete.
CORNELL UNIVERSITY SECTION 01 35 29
Ithaca, New York GENERAL HEALTH & SAFETY
STUDENT AND CAMPUS LIFE GENERAL HEALTH 01 35 29-4
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1.6 PROTECTION FROM FUMES AND SMOKE
A. Provide portable welding fume extractor during welding, soldering, brazing, or metal
cutting procedures.
a. Acceptable Manufacturer and Product;
i. Sentry Air System Inc. – 400 Series Standard Flow
B. Provide temporary power as specified in Section 01 14 00.
a. Portable welding fume extractors shall be compatible with 115V/1PH/60Hz
power feed.
C. Filter Efficiencies:
a. HEPA Filter - Up to 99.97% efficient on particles down to 0.3 microns.
b. ASHRAE Filter - Up to 95% efficient on particles down to 0.5 microns.
D. Sound Level: 60 dba at 3 ft.
1.7 SITE VISITS
A. The undertaking of periodic Site Visits by Architects, Engineers or the Owner shall not be
construed as supervision of actual construction, or make them responsible for the safety of
any persons; or make them responsible for means, methods, techniques, sequences or
procedures of construction selected by the Contractor or its Subcontractors; or make them
responsible for safety programs and precautions incident to the Work, or for the safe access,
visit, use, Work, travel or occupancy of any person.
1.7 CONFINED SPACE
A. The Contractor shall be responsible for the identification of confined space in accordance
with OSHA requirements.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 35 29***
CORNELL UNIVERSITY SECTION 01 35 29
Ithaca, New York GENERAL HEALTH & SAFETY
CORNELL UNIVERSITY SECTION 01 35 43
Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS
STUDENT CAMPUS LIFE GENERAL ENVIRONMENTALS 01 35 43-1
MULTIPLE DEFICIENCIES REQUIREMENT March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS
1.0 GENERAL
1.1 DESCRIPTION
A. This Section and the listed Related Sections provides minimum requirements for the
protection of the environment during the project. The requirements of this Section shall apply
to both Contractor and all tiers of sub-contractors involved in the project.
B. In addition to the requirements of this Section and the listed Related Sections, all laws and
regulations by applicable local, state, and federal agencies shall apply to the work of this
contract. In some cases the requirements of these Specifications may by intention exceed
such legal requirements, but in no case shall this Specification be interpreted or understood
to reduce or eliminate such requirements.
C. Prior to bidding, review the entire Bidding Documents and report in writing to the Owner’s
Representative any error, inconsistency, or omission that may have environmental impacts.
1.2 RELATED SECTIONS
A. Section 01 35 44 – Spill Control
1.3 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 – Submittals:
1. Analytical laboratory sample results and material Certifications for all imported soil
and granular materials (“borrow”).
2. Contractor’s Waste Material Disposal Plan.
3. Weight tickets from the Borrow Material Supplier.
4. Proposed methods for dewatering and construction water management.
5. Analytical laboratory sample results for all waste materials.
6. Copies of manifests for all waste materials disposed of off-site.
1.4 JOB SITE ADMINISTRATION
A. In accordance with Article 2 of the General Conditions, provide a competent supervisory
representative with full authority to act for the Contractor at the site.
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
CORNELL UNIVERSITY SECTION 01 35 43
Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS
STUDENT CAMPUS LIFE GENERAL ENVIRONMENTALS 01 35 43-2
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CODE REMEDIATION – PHASE 1A
by the Owner, said representative with another representative satisfactory to the Owner.
There shall be no change in superintendent without the Owner's approval.
C. Remove from the Work any employee of the Contractor or any Subcontractor when so
directed by the Owner. The Owner may request the removal of any employee who does not
comply with these specifications.
1.5 CLEARING, SITE PREPARATION AND SITE USE
A. In accordance with Section 01 14 00, only that portion of the working area that is absolutely
necessary and essential for the work shall be cleared for construction. All clearing should be
approved and performed to provide minimum practical exposure of soils.
B. The Contractor shall make every effort to avoid the destruction of plants, trees, shrubs and
lawns outside the area of construction so as not to unduly disturb the ecological or
environmental quality of the area.
C. Topsoil excavated as part of the Project, which can be reused as part of the Project, shall be
stockpiled for future use and temporarily stabilized to prevent erosion.
1.6 SPOIL AND BORROW
A. Spoil
1. Dispose of excavated material which, in the opinion of the Owner’s Representative, is
unfit to be used as backfill or embankment or which is in excess of the amount required
under the Contract.
2. All spoil areas shall be graded and seeded to match the surrounding area.
3. Spoil areas shall be covered and protected from erosion into adjacent storm sewers,
drainage ways, land areas, or water bodies.
B. Borrow Material
1. Borrow material shall be provided from a clean source. Submittals of proposed borrow
material shall be reviewed by the Owner prior to delivery on-site. Submittals shall
include the quantity of materials, source location and certification by the material
supplier that it is free of chemicals or other foreign matter.
1.7 NOISE AND VIBRATION
A. Limit and control the nature and extent of activities at all times to minimize the effects of
noise and vibrations. Take adequate measures for keeping noise levels, as produced by
construction related equipment, to safe and tolerable limits as set forth by the Occupational
Safety and Health Administration (OSHA), the New York State Industrial Code Guidelines
and Ordinances and all City, Town and Local ordinances. Equip all construction equipment
presenting a potential noise nuisance with noise-muffling devices adequate to meet these
requirements
CORNELL UNIVERSITY SECTION 01 35 43
Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS
STUDENT CAMPUS LIFE GENERAL ENVIRONMENTALS 01 35 43-3
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1.8 DUST CONTROL
A. Take adequate measures for controlling dust produced by drilling, excavation, backfilling,
loading, saw cutting or other means. The use of calcium chloride or petroleum-based
materials for dust control is prohibited. Dust control measures are required throughout the
duration of construction.
B. If, in the opinion of the Owner’s Representative, the Contractor is not adequately controlling
dust, the Owner will first notify the Contractor. If the Contractor does not take adequate
actions necessary, the Owner may, at the Contractor’s expense, employ alternative means to
control dust.
C. Erect, maintain, and remove when appropriate barriers or other devices, including mechanical
ventilation systems, as required by the conditions of the work for the protection of users of
the project area, the protection of the work being done, or the containment of dust and debris.
All such barriers or devices shall be provided in conformance with all applicable codes, laws,
and regulations including OSHA.
1.9 PROTECTION OF THE ENVIRONMENT
A. Construction procedures observed by the Contractor, its subcontractors and other employees
shall include protection of the environment, in accordance with all pertinent Cornell
standards, policies, local laws, executive orders, ordinances, and federal and state regulations.
Construction procedures that are prohibited in the undertaking of work associated with this
Contract include, but are not limited to:
1. Dumping of spoil material or any liquid or solid pollutant into any storm or sanitary
sewer, drainage way, stream sewer, any wetlands (as defined by federal and state
regulations), any surface waters, or at unspecified locations.
2. Indiscriminate, arbitrary, or capricious operation of equipment in any stream corridors,
any wetlands, or any surface waters.
3. Pumping of any silt-laden water from trenches or other excavations into any storm
sewers, sanitary sewers, drainage ways, wetlands, or surface waters.
4. Damaging vegetation beyond the extent necessary for construction of the facilities.
5. Disposal of trees, brush, and other debris in any location on University property, unless
such areas are specifically identified on the drawing or in the specifications or
specifically approved by the Owner’s site representative.
6. Permanent or unspecified alteration of the flow line of a stream.
7. Burning trash, project debris, or waste materials.
B. Take all necessary precautions to prevent silt or waste of any kind from entering any drainage
or waterways or downstream properties as a result of the Work.
C. Runoff of potable water used for concrete curing or concrete truck or chute cleaning
operations shall not be allowed to reach the storm water system or open water due to the
CORNELL UNIVERSITY SECTION 01 35 43
Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS
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levels of residual chlorine (New York State water quality standards, 6 NYCRR Part 703.5)
and other potential contaminants. If necessary, obtain permission from the local sewer
authority and collect and pump the runoff to the sanitary sewer.
D. Limit the nature and extent of any activities that could result in the release or discharge of
pollutants. Report any such release or discharge immediately to the Owner’s Representative
and clean up spills immediately, as detailed in Section 01 35 44 – Spill Control Procedures.
1.10 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK
A. Obtain approval from the Owner’s Representative prior to any temporary re-routing of piping
and exhaust ductwork necessary for the completion of the Work. Submit re-routing plans to
the Owner’s Representative in writing.
The following shall require approval of the Owner:
1. Temporary storm, sanitary or water line connections.
2. Temporary exhaust ductwork connections where such connections may impact air
emissions.
B. Instruct all personnel to observe extreme caution when working in the vicinity of mechanical
equipment and piping. Personnel shall not operate or tamper with any existing valves,
switches, or other devices or equipment without prior approval by the Owner’s
Representative.
1.11 HAZARDOUS OR TOXIC MATERIALS
A. Inform officers, employees, agents, contractors, subcontractors at every tier, and any other
party which may come into contact with any hazardous or toxic materials as a result of its
performance hereunder of the nature of such materials, and any health and safety or
environmental risks associated therewith.
B. Do not use hazardous or toxic materials in a manner that will violate Cornell University
Policies or any state, federal, or municipal environmental health and safety regulations. In
situations where the risks are unclear consult with Environmental Health and Safety (EH&S)
for guidance.
C. Provide complete care and treatment for any injury sustained by any parties coming into
contact with any hazardous or toxic materials as a result of Contractor’s performance or
failure to perform hereunder.
D. At the completion of project Contractor shall remove all unused chemical products and
hazardous materials from campus. Transportation of these materials shall be in accordance
with all federal, state, and local regulations. Request and receive written approval from
EH&S prior to disposal of any on-site disposal.
CORNELL UNIVERSITY SECTION 01 35 43
Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS
STUDENT CAMPUS LIFE GENERAL ENVIRONMENTALS 01 35 43-5
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1.12 DISPOSAL OF WASTE MATERIAL AND TITLE
A. Prior to start of work and first payment, Contractor shall prepare and submit “Contractor
Waste Material Disposal Plan” to the Owner’s Representative. The plan shall identify the
waste transportation and treatment, storage or disposal (TSD) companies which will manage
all waste material and any site(s) for disposal of the waste material. Contractor must use this
form to document waste disposal methods and locations.
B. The “Contractor Waste Material Disposal Plan” form, together with definitions associated
with the form waste descriptions. Forms may be downloaded at:
https://ipp.cornell.edu/content/forms-and-templates#V-Z
C. Contractor shall be responsible for the proper cleanup, containment, storage and disposal of
any hazardous material/chemical spill occurring during its work. For Cornell University
owned hazardous waste EH&S will oversee, approve or effect the proper disposal. Title, risk
of loss, and all other incidents of ownership to the Waste Material, shall vest in Contractor at
the time Contractor or any transporter acting on its behalf takes physical possession of Waste
Material. Complete and maintain full records of the chain of custody and control, including
certificates of disposal or destruction, of all Waste Materials loaded, transported and/or
disposed of. Deliver all such records to the Owner in accordance with applicable laws and
regulations and any instructions from the Owner in a timely manner and in any event prior to
final payment(s) under this Contract.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 35 43***
CORNELL UNIVERSITY SECTION 01 35 44
Ithaca, New York SPILL CONTROL
STUDENT AND CAMPUS LIFE SPILL CONTROL 01 35 44-1
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SECTION 01 35 44 SPILL CONTROL
1.0 GENERAL
1.1 SPILL PREVENTION
A. In order to minimize the potential for discharge to the environment of oil, petroleum, or
hazardous substances on site, the following requirements shall apply to all projects:
1. All oil, petroleum, or hazardous materials stored or relocated temporarily on site during
the construction process shall be stored in such a manner as to provide protection from
vehicular damage and to provide containment of leaks or spills. Horizontal diked oil
storage tanks, temporary berms or barriers, or similar methods shall be employed as
appropriate at each site.
2. Any on-site filling or dispensing activities shall occur within an area in which a
temporary berm, boom, or similar containment barrier has been placed to prevent the
inadvertent discharge to the environment of harmful quantities of any products.
3. All oil, petroleum, or hazardous materials stored on site shall be located in such a
manner as to minimize the potential of damage from construction operations or
vehicles, away from drainage ways and environmentally sensitive areas, and in
accordance with all fire and safety codes.
B. Remove immediately from the site any storage, dispensing, or operating equipment that is
leaking oil or hazardous substances or is in anyway unsuitable for the safe storage of such
materials.
1.2 SPILL CONTROL PROCEDURES
All Contractor personnel working at the project site shall be knowledgeable of the potential health
and safety concerns associated with petroleum and other hazardous substances that could
potentially be released at the project site. Following are a list of activities that should be conducted
by the Contractor in the event of an oil/petroleum spill or the release of any other hazardous
substance. In the event of a large quantity spill that would require cleanup procedures that are
beyond the means of the Contractor, an emergency spill cleanup contractor shall be hired by the
Contractor. In the event the Contractor has the personnel necessary to clean up the spill, the
following procedures shall be followed:
A. Personnel discovering/responding to a spill shall:
1. Identify and locate the source of the spill. If unsafe conditions exist, leave the area,
inform nearby personnel, notify the site supervisor, and initiate spill reporting (Section
1. 3).
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2. Limit the discharge of product, if safely possible, by: (1) diverting discharge to a
containment area; (2) creating temporary dikes with soils or other available materials;
and (3) utilizing sorbent materials. If secondary containment is present, verify that
valves and drains are closed prior to diverting the product to this area.
3. The individual discovering a spill shall initiate containment procedures to prevent
material from reaching a potential migratory route, through implementation of the
following actions, or any other methods necessary. Methods employed shall not
compromise worker safety.
a. Stop the spill at once (if possible).
b. Extinguish sources of ignition (e.g., flames, sparks, hot surfaces, cigarettes, etc.).
c. Clear personnel from the spill location and rope off the area.
d. Utilize available spill control equipment in an effort to ensure that fires,
explosions, and releases do not occur, recur, or spread.
e. Use sorbent materials to control the spill at the source.
f. Construct a temporary containment dike of sorbent materials, cinder blocks,
bricks, or other suitable materials to help contain the spill.
g. Attempt to identify the character, exact source, amount, and area of the released
materials. Identification of the spilled material should be made as soon as possible
so that the appropriate cleanup procedure can be identified.
h. Assess possible hazards to human health or the environment as a result of the
release, fire, or explosion.
i. If spill response measures involve the temporary cessation of any operations, the
Contractor shall monitor the affected equipment for: (1) leaks; (2) pressure
buildup; (3) gas generation; or (4) ruptures in valves, pipes, or other equipment.
B. Spill Cleanup:
1. Following containment of the spill, the following spill cleanup procedures shall be
initiated.
a. Use proper waste containers.
b. Remove bulk liquid by using vacuum, pump, sorbents, or shovel and place
material in properly labeled waste container. Be sure not to collect incompatible
or reactive substances in the same container.
c. Cleanup materials not reclaimed on-site shall be disposed of in accordance with
all applicable state and federal regulations.
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d. Apply sorbent materials to pick up remaining liquid after bulk liquid has been
removed. The Contractor shall not walk over spilled material. Absorbed material
shall be picked up with a shovel and placed in a separate waste container, and
shall not be mixed with bulk liquid.
e. Clean spill control equipment and containers. Replace equipment in its proper
location. Restock or reorder any sorbents used to clean up the spill.
f. Carefully wash spilled product from skin and clothing using soap. Change
clothes, if necessary, to avoid further contact with product.
g. Disposal of all spilled product shall be made off-site, and shall be arranged
through the Contractor.
h. A Spill Report shall be completed, including a description of the event. A sample
Spill Documentation Form is provided in Appendix B.
C. Fire or Explosion:
1. In the event of a fire or explosion at the site, the Contractor shall:
a. Verify that the local fire department and the appropriate response personnel (e.g.,
ambulance, police) have been notified.
b. Report to the scene, if safe to do so, and evaluate the situation (e.g., spill character,
source, etc.). Coordinate, as necessary, with other appropriate site and emergency
personnel.
c. Ensure that people are cleared from the area.
d. Ensure that fires are safely extinguished (if possible), valves closed, and other
immediate actions necessary to mitigate the emergency, if safe to do so.
e. Initiate responsible measures necessary to prevent subsequent fires, explosions,
or releases from occurring or spreading to other areas of the site. These measures
include stopping processes or operations, collecting and containing released oil,
or removing and isolating containers.
f. Take appropriate action to monitor for: (1) leaks; (2) pressure build-ups; (3) gas
generation; or (4) ruptures in pipes, valves, or other equipment.
CORNELL UNIVERSITY SECTION 01 35 44
Ithaca, New York SPILL CONTROL
STUDENT AND CAMPUS LIFE SPILL CONTROL 01 35 44-4
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1.3 SPILL REPORTING AND DOCUMENTATION
In the event of a spill CALL CORNELL POLICE AT 255-1111 who will notify the appropriate
departments within the university and coordinate with the contractor for external reporting, if
required.
The contractor shall be responsible for the initiation of spill reporting and documentation
procedures. All petroleum spills must be reported to NYSDEC Spill Hotline at 1-800- 457-7362,
less than two hours following discovery. Notification must be made to Cornell Environmental
Health and Safety (EH&S), 607.255.8200, within 24 hours of reporting the release. The Contractor
will be expected to provide EH&S with the DEC issued spill number. Any petroleum spill must
be reported to NYSDEC unless ALL of the following criteria apply:
TABLE 1
CRITERIA TO EXEMPT SPILL REPORTING
CRITERIA DESCRIPTION
Quantity The spill must be known to be less than 5 gallons.
Containment The spill must be contained on an impervious surface or within an
impervious structure, such that it cannot enter the environment.
Control The spill must be under control and not reach a drain or leave the impervious
surface.
Cleanup The spill must be cleaned-up within two hours of occurrence.
Environment The spill must not have already entered into the soil or groundwater or onto
surface water.
A release of a “reportable quantity”1 or unknown amount of a hazardous substance must also be
immediately reported to NYSDEC Spill Hotline. Spills of reportable quantities of chemicals or
“harmful quantities”2 of oil to navigable waters must be reported to the federal National Response
Center, 1-800-424-8802.
Spill Reporting Information: When making a telephone report, the caller should be prepared to
provide the following information, if possible:
1. The date and time of the spill or release.
2. The identity or chemical name of the material released or spilled, including an
indication of whether the material is defined as an extremely hazardous substance.
3. An estimate of the quantity of material released or spilled into the environment and the
approximate duration of the event.
4. The exact location of the spill, including the name(s) of the waters involved or
threatened, and/or other medium or media affected by the release or spill.
5. The source of the release or spill.
6. The name, address, and telephone number of the party in charge of, or responsible for,
the facility or activity associated with the release or spill.
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7. The extent of the actual and potential water pollution.
8. The name and telephone number of the person in charge of operations at the spill site.
9. The steps being taken or proposed to contain and cleanup the released or spilled material
and any precautions taken to minimize impacts, including evacuation.
10. The extent of injuries, if any.
11. Any known or anticipated acute or chronic health risks associated with the emergency,
and information regarding necessary medical attention for exposed individuals.
12. Assistance required, if any.
If the release of a hazardous substance or oil occurs in an amount which exceeds a reportable
quantity (RQ) as defined in 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or 6
NYCRR Part 597, then the Contractor shall do the following:
1. Call to the National Response Center shall be made by the person in charge of the site.
The applicable phone numbers are 1-800-424-8802 or 1-202-426-2675.
2. Within 14 days of the release, submit a written description of the release. The description
should include: (1) a description of the release, (2) the type of material released, (3)
estimated amount of the spill; (4) the date of the release, (5) an explanation of why the
release occurred; and (6) a description of the measures to be implemented to prevent and
control future releases.
(1)Reportable Quantity: A Reportable Quantity is the quantity of a hazardous substance or oil that
triggers reporting requirements under the Comprehensive Emergency Response, Compensation,
and Liability Act (CERCLA) (USEPA, September 1992). While the Contractor is legally
responsible for knowing the risks of materials that are part of construction, members of the owner’s
spill response team have access to information that may help identify these quantities with you.
(2)Harmful Quantity: A Harmful Quantity of oil includes discharges that violate applicable water
quality standards; cause a film, sheen, or discoloration on a water surface or adjoining shoreline;
or cause a sludge or emulsion to be deposited beneath the water surface or shoreline (40 CFR
110.3).
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 35 44***
CORNELL UNIVERSITY SECTION 01 41 00
Ithaca, New York REGULATORY REQUIREMENTS
STUDENT AND CAMPUS LIFE REGULATORY REQUIREMENTS 01 41 00-1
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SECTION 01 41 00 REGULATORY REQUIREMENTS
1.0 GENERAL
1.1 PERMITS AND LICENSES
A. The Contractor shall obtain, maintain and pay for all permits and licenses necessary for the
execution of the Work and for the use of such Work when completed. Such permits shall
include but are not limited to building, electrical, plumbing, backflow prevention, dig safe,
fill, street use and building demolition.
1. City of Ithaca building permit applications shall be presented for review at the regularly
scheduled Owner’s meeting with the Authority Having Jurisdiction (AHJ).
B. For any projects which include demolition of a structure or load-bearing elements of a
structure, the Contractor is required to complete a “Notification of Demolition and
Renovation” and provide this notification to the United State Environmental Protection
Agency (EPA) in advance of the work as specified in 40 CFR 61.145. The Contractor shall
also provide a copy of this notification to the Owner’s Representative prior to any demolition.
CHOOSE ONE OPTION WITHIN PARAGRAPH “C”, DELETE THE OTHERS
C. All Construction / Building / Hot Work and Occupancy permits shall be issued and
maintained through the City of Ithaca at no cost to the Contractor.
D. Ithaca Fire Department Permitting:
1. A permit is required from the Ithaca Fire Department to install or substantially repair a
fire suppression, fire detection, or fire alarm system as such as defined under the
Uniform Code of New York State.
2. If the scope of work is classified under the Existing Building Code of NYS as Alteration
–Level 1; Alteration – Level 2; Alteration – Level 3; or Addition; a permit from the
Ithaca Fire Department is required for all work affecting the fire suppression, fire
detection, or fire alarm system for that building. A building permit is also required for
this type of work.
3. Work classified as a ‘Repair’ under the Existing Building Code of NYS does not require
a permit from the Ithaca Fire Department.
1.2 INSPECTIONS
A. Apply for and obtain all required inspections, pay all fees and charges for same, include all
service charges, pavement cuts and repairs.
CORNELL UNIVERSITY SECTION 01 41 00
Ithaca, New York REGULATORY REQUIREMENTS
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1.3 COMPLIANCE
A. The Contractor shall give all notices, pay all fees and comply with all laws, rules and
regulations applicable to the Work.
1.4 OWNER’S REQUIREMENTS
A. The Contractor, Subcontractors, and employees of the Contractor and Subcontractors shall
comply with all regulations governing conduct, access to the premises, operation of
equipment and systems, and conduct while in or near the premises and shall perform the Work
in such a manner as not to unreasonably interrupt or interfere with the conduct of business of
the Owner.
B. Upon completion of the project, the Contractor agrees to provide the Owner with a summary
of municipal permit fees paid. This shall include the name of the permits secured, the permit
fees paid by the Contractor and a copy of the permit. If not permit fees were required, the
Contractor shall so state, in writing, upon completion of the project.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 41 00***
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
STUDENT AND CAMPUS LIFE REFERENCES 01 42 00-1
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SECTION 01 42 00 REFERENCES
1.0 GENERAL
1.1 INTENT OF CONTRACT DOCUMENTS
A. Notes or instructions shown on any one Drawing, apply where applicable, to all other Drawings.
B. All references to codes, specifications and standards referred to in the Specification Sections and
on the Drawings shall mean, and are intended to be, the latest edition, amendment and/or revision
of such reference standard in effect as of the date of these Contract Documents.
C. Install All Work in Compliance with:
1. NYS Uniform Code
a. International Building Code
b. International Residential Code
c. International Existing Building Code
d. International Fire Code
e. International Plumbing Code
f. International Mechanical Code
g. International Fuel Gas Code
h. International Property Maintenance Code
i. Uniform Code Supplement
2. NYS Energy Code
a. International Energy Conservation Code
b. ASHRAE 90.1
c. Energy Code Supplement
3. National Electric Code
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
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4. Occupational Safety and Health Administration (OSHA).
5. Life Safety Code NFPA 101.
6. All local ordinances
7. Plans and Specifications in excess of code requirements and not contrary to same.
1.2 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and other Division 1
Specification Sections, apply to this Section.
1.3 DEFINITIONS
A. “General”: Basic Contract definitions are included in the Conditions of the Contract.
B. “Contract Documents”: The Contract Documents consist of the Agreement between Owner
and Contractor, General Conditions, General Requirements, Drawings, Specifications,
addenda issued before execution of the Agreement, other documents listed in the Agreement,
and modifications issued after execution of the Agreement.
C. “The Contract”: The Contract Documents form the Contract for construction and represent
the entire integrated Agreement between the Owner and Contractor.
D. “The Work”: The work comprises the completed construction required by the Contract
Documents and includes all labor necessary to produce such construction and all materials
and equipment incorporated in such construction.
E. “Owner”: Cornell University a New York corporation.
F. “Architect/Engineer”: The Architect or Engineer is the person lawfully licensed to practice
architecture and/or engineering in the state of New York, identified as such in the Owner
Contractor Agreement, and is referred to throughout the Contract Documents as if singular in
number. The terms Architect and/or Engineer mean the Architect and/or his authorized
representative.
G. “Contractor”: The Contractor, person, firm, or corporation with whom the Construction
Agreement contract is made by Owner.
H. “Subcontractor”: A person, firm, or corporation, supplying labor and/or materials for work
at site of the project for and under separate contract or agreement with Contractor.
I. “As Approved” or “Approved”: Architect’s or Owner’s approval.
J. “As Directed”: Owner’s direction or instruction. Other terms including "requested,"
"authorized," "selected," "required," and "permitted" have the same meaning as "directed."
K. “Indicated”: Requirements expressed by graphic representations or in written form on
Drawings, in Specifications, and in other Contract Documents. Other terms including
"shown," "noted," "scheduled," and "specified" have the same meaning as “indicated.”
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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.
T. “Project Site”: Space available for performing construction activities. The extent of Project
site is shown on Drawings and may or may not be identical with the description of the land
on which Project is to be built.
U. “As-Built Documents”: Drawings and other records that are maintained by the Contractor to
record all conditions which exist when the building construction is completed. This includes
both the elements of the project itself and existing elements that are encountered during the
course of project construction.
V. “Record Drawings”: Shows construction changes in the project and the final location of all
services, lines, outlets, and connections including underground and concealed items. The
“record” drawings shall be compiled by the Architect based on the working as-built drawings
and revised in accordance with the marked up drawings submitted by the Contractor.
W. “Shop Drawings”: Drawings, diagrams, illustrations, charts, brochures, and other data that
are prepared by Contractor or any Subcontractor, manufacturer, supplier or distributor, for
some portion of the work.
X. “Samples”: Physical examples furnished to illustrate materials, equipment or workmanship,
and to establish standards by which the work will be judged.
Y. “General Conditions”: The standardized contractual provisions describing the
responsibilities, rights and relationships of the Owner and Contractor under the construction
contract.
Z. “Contract Limit Lines”: A limit line or perimeter line established on the drawings or
elsewhere in the contract documents defining the boundaries of the site available to the
contractor for construction purposes.
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AA. "to do", "provide", "furnish", "install", etc., in these Specifications or on Drawings are
directions given to the Contractor;
1.4 OWNER AGREEMENTS
A. Cornell University and the Tompkins-Cortland Counties Building Trades Council,
Maintenance Division have entered into an agreement. The local unions which are members
of the Tompkins-Cortland Counties Building Trades Council, Maintenance Division are as
follows:
Local #241 - International Brotherhood of Electrical Workers
Local #267 - United Association of Plumbers and Steamfitters
Local #281 - United Brotherhood of Carpenters
Local #3NY - International Union of Bricklayers and Allied Craftworkers
Local #178 - International Union of Painters and Allied Trades
Local #112 - International Brotherhood of Sheetmetal Workers
Local #785 - Laborers International Union of North America
The definition of craft maintenance as applied to this agreement shall be as follows:
All work associated with the demolition, repair, replacement, improvement to or construction
of equipment, buildings, structures, utilities, and/or system or components thereof. Craft
maintenance for trades assistants shall be limited to work assigned to individuals employed
as building trade laborers and which directly assists the craft work performed by other
employees covered by this agreement; the Employer is free to assign such work; provided,
however, such assignment does not fall within the craft performed by other employees
covered by this agreement.
1.5 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent
requirements, applicable construction industry standards have the same force and effect as if
bound or copied directly into the Contract Documents to the extent referenced. Such
standards are made a part of the Contract Documents by reference.
B. Publication Dates: Comply with standards in effect as of date of the Contract Documents
unless otherwise indicated.
C. Copies of Standards: Each entity engaged in construction on Project should be familiar with
industry standards applicable to its construction activity. Copies of applicable standards are
not bound with the Contract Documents.
1. Where copies of standards are needed to perform a required construction activity, obtain
copies directly from publication source.
D. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and
acronyms are used in Specifications or other Contract Documents, they shall mean the
recognized name of the organizations responsible for the standards and regulations in the
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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) (800) 872-2253
Architectural Barriers Act (ABA) (202) 272-0080
Accessibility Guidelines for Buildings and Facilities
Available from Access Board
www.access-board.gov
CFR Code of Federal Regulations (866) 512-1800
Available from Government Printing Office (202) 512-1800
www.gpoaccess.gov/cfr/index.html
FS Federal Specification (215) 697-6257
Available from Department of Defense Single Stock Point
http://dodssp.daps.dla.mil
Available from Defense Standardization Program
www.dps.dla.mil
Available from General Services Administration (202) 619-8925
www.gsa.gov
Available from National Institute of Building Sciences (202) 289-7800
www.nibs.org
UFAS Uniform Federal Accessibility Standards (800) 872-2253
Available from Access Board (202) 272-0080
www.access-board.gov
1.6 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or
other Contract Documents, they shall mean the recognized name of the entities in the
following list. Names, telephone numbers, and Web sites are subject to change and are
believed to be accurate and up-to-date as of the date of the Contract Documents.
AA Aluminum Association, Inc. (The) (703) 358-2960
www.aluminum.org
AAADM American Association of Automatic Door Manufacturers (216) 241-7333
www.aaadm.com
AABC Associated Air Balance Council (202) 737-0202
www.aabchq.com
AAMA American Architectural Manufacturers Association (847) 303-5664
www.aamanet.org
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AASHTO American Association of State Highway and (202) 624-5800
Transportation Officials
www.transportation.org
AATCC American Association of Textile Chemists and Colorists (The) (919) 549-8141
www.aatcc.org
ABAA Air Barrier Association of America (866) 956-5888
www.airbarrier.org
ABMA American Bearing Manufacturers Association (202) 367-1155
www.abma-dc.org
ACI ACI International (248) 848-3700
(American Concrete Institute)
www.aci-int.org
ACPA American Concrete Pipe Association (972) 506-7216
www.concrete-pipe.org
AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257-2530
www.aeic.org
AF&PA American Forest & Paper Association (800) 878-8878
www.afandpa.org (202) 463-2700
AGA American Gas Association (202) 824-7000
www.aga.org
AGC Associated General Contractors of America (The) (703) 548-3118
www.agc.org
AHAM Association of Home Appliance Manufacturers (202) 872-5955
www.aham.org
AI Asphalt Institute (859) 288-4960
www.asphaltinstitute.org
AIA American Institute of Architects (The) (800) 242-3837
www.aia.org (202) 626-7300
AISC American Institute of Steel Construction (800) 644-2400
www.aisc.org (312) 670-2400
AISI American Iron and Steel Institute (202) 452-7100
www.steel.org
AITC American Institute of Timber Construction (303) 792-9559
www.aitc-glulam.org
CORNELL UNIVERSITY SECTION 01 42 00
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ALCA Associated Landscape Contractors of America
(Now PLANET - Professional Landcare Network)
ALSC American Lumber Standard Committee, Incorporated (301) 972-1700
www.alsc.org
AMCA Air Movement and Control Association International, Inc. (847) 394-0150
www.amca.org
ANSI American National Standards Institute (202) 293-8020
www.ansi.org
AOSA Association of Official Seed Analysts, Inc. (505) 522-1437
www.aosaseed.com
APA APA - The Engineered Wood Association (253) 565-6600
www.apawood.org
APA Architectural Precast Association (239) 454-6989
www.archprecast.org
API American Petroleum Institute (202) 682-8000
www.api.org
ARI Air-Conditioning & Refrigeration Institute (703) 524-8800
www.ari.org
ARMA Asphalt Roofing Manufacturers Association (202) 207-0917
www.asphaltroofing.org
ASCE American Society of Civil Engineers (800) 548-2723
www.asce.org (703) 295-6300
ASHRAE American Society of Heating, Refrigerating and (800) 527-4723
Air-Conditioning Engineers (404) 636-8400
www.ashrae.org
ASME ASME International (800) 843-2763
(The American Society of Mechanical Engineers International) (973) 882-1170
www.asme.org
ASSE American Society of Sanitary Engineering (440) 835-3040
www.asse-plumbing.org
ASTM ASTM International (610) 832-9585
(American Society for Testing and Materials International)
www.astm.org
AWI Architectural Woodwork Institute (800) 449-8811
www.awinet.org (703) 733-0600
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AWPA American Wood-Preservers' Association (334) 874-9800
www.awpa.com
AWS American Welding Society (800) 443-9353
www.aws.org (305) 443-9353
AWWA American Water Works Association (800) 926-7337
www.awwa.org (303) 794-7711
BHMA Builders Hardware Manufacturers Association (212) 297-2122
www.buildershardware.com
BIA Brick Industry Association (The) (703) 620-0010
www.bia.org
BICSI BICSI (800) 242-7405
www.bicsi.org (813) 979-1991
BISSC Baking Industry Sanitation Standards Committee (866) 342-4772
www.bissc.org
CCC Carpet Cushion Council (203) 637-1312
www.carpetcushion.org
CDA Copper Development Association (800) 232-3282
www.copper.org (212) 251-7200
CGA Compressed Gas Association (703) 788-2700
www.cganet.com
CIMA Cellulose Insulation Manufacturers Association (888) 881-2462
www.cellulose.org (937) 222-2462
CISCA Ceilings & Interior Systems Construction Association (630) 584-1919
www.cisca.org
CISPI Cast Iron Soil Pipe Institute (423) 892-0137
www.cispi.org
CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583
www.chainlinkinfo.org
CPA Composite Panel Association (301) 670-0604
www.pbmdf.com
CPPA Corrugated Polyethylene Pipe Association (800) 510-2772
www.cppa-info.org (202) 462-9607
CRI Carpet & Rug Institute (The) (800) 882-8846
CORNELL UNIVERSITY SECTION 01 42 00
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www.carpet-rug.com (706) 278-3176
CRSI Concrete Reinforcing Steel Institute (847) 517-1200
www.crsi.org
CSI Cast Stone Institute (770) 972-3011
www.caststone.org
CSI Construction Specifications Institute (The) (800) 689-2900
www.csinet.org (703) 684-0300
CSSB Cedar Shake & Shingle Bureau (604) 820-7700
www.cedarbureau.org
CTI Cooling Technology Institute (281) 583-4087
www.cti.org
DHI Door and Hardware Institute (703) 222-2010
www.dhi.org
EIA Electronic Industries Alliance (703) 907-7500
www.eia.org
EIMA EIFS Industry Members Association (800) 294-3462
www.eima.com (770) 968-7945
EJCDC Engineers Joint Contract Documents Committee (703) 295-5000
www.ejdc.org
EJMA Expansion Joint Manufacturers Association, Inc. (914) 332-0040
www.ejma.org
ESD ESD Association (315) 339-6937
www.esda.org
FMG FM Global (401) 275-3000
www.fmglobal.com
FSA Fluid Sealing Association (610) 971-4850
www.fluidsealing.com
FSC Forest Stewardship Council 49 228 367 66 0
www.fsc.org
GA Gypsum Association (202) 289-5440
www.gypsum.org
GANA Glass Association of North America (785) 271-0208
www.glasswebsite.com
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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
HPW H. P. White Laboratory, Inc. (410) 838-6550
www.hpwhite.com
IBR Institute of Boiler & Radiation Manufacturers
ICEA Insulated Cable Engineers Association, Inc. (770) 830-0369
www.icea.net
ICRI International Concrete Repair Institute, Inc. (847) 827-0830
www.icri.org
IEC International Electrotechnical Commission 41 22 919 02 11
www.iec.ch
IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419-7900
www.ieee.org
IESNA Illuminating Engineering Society of North America (212) 248-5000
www.iesna.org
IEST Institute of Environmental Sciences and Technology (847) 255-1561
www.iest.org
IGCC Insulating Glass Certification Council (315) 646-2234
www.igcc.org
IGMA Insulating Glass Manufacturers Alliance (613) 233-1510
www.igmaonline.org
ILI Indiana Limestone Institute of America, Inc. (812) 275-4426
www.iliai.com
ISO International Organization for Standardization 41 22 749 01 11
www.iso.ch
CORNELL UNIVERSITY SECTION 01 42 00
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Available from ANSI (202) 293-8020
www.ansi.org
CORNELL UNIVERSITY SECTION 01 42 00
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ISSFA International Solid Surface Fabricators Association (877) 464-7732
www.issfa.net (702) 567-8150
ITS Intertek (800) 345-3851
www.intertek.com (713) 407-3500
ITU International Telecommunication Union 41 22 730 51 11
www.itu.int/home
KCMA Kitchen Cabinet Manufacturers Association (703) 264-1690
www.kcma.org
LMA Laminating Materials Association
(Now part of CPA)
LPI Lightning Protection Institute (800) 488-6864
www.lightning.org (804) 314-8955
MBMA Metal Building Manufacturers Association (216) 241-7333
www.mbma.com
MFMA Maple Flooring Manufacturers Association, Inc. (847) 480-9138
www.maplefloor.org
MFMA Metal Framing Manufacturers Association (312) 644-6610
www.metalframingmfg.org
MHIA Material Handling Industry of America (800) 345-1815
www.mhia.org (704) 676-1190
MIA Marble Institute of America (440) 250-9222
www.marble-institute.com
MPI Master Painters Institute (888) 674-8937
www.paintinfo.com
MSS Manufacturers Standardization Society of The Valve and (703) 281-6613
Fittings Industry Inc.
www.mss-hq.com
NAAMM National Association of Architectural Metal Manufacturers (312) 332-0405
www.naamm.org
NACE NACE International (800) 797-6623
(National Association of Corrosion Engineers International) (281) 228-6200
www.nace.org
NADCA National Air Duct Cleaners Association (202) 737-2926
www.nadca.com
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NAIMA North American Insulation Manufacturers Association (703) 684-0084
www.naima.org
NBGQA National Building Granite Quarries Association, Inc. (800) 557-2848
www.nbgqa.com
NCAA National Collegiate Athletic Association (The) (317) 917-6222
www.ncaa.org
NCMA National Concrete Masonry Association (703) 713-1900
www.ncma.org
NCPI National Clay Pipe Institute (262) 248-9094
www.ncpi.org
NCTA National Cable & Telecommunications Association (202) 775-3550
www.ncta.com
NEBB National Environmental Balancing Bureau (301) 977-3698
www.nebb.org
NECA National Electrical Contractors Association (301) 657-3110
www.necanet.org
NeLMA Northeastern Lumber Manufacturers' Association (207) 829-6901
www.nelma.org
NEMA National Electrical Manufacturers Association (703) 841-3200
www.nema.org
NETA International Electrical Testing Association (888) 300-6382
www.netaworld.org (303) 697-8441
NFHS National Federation of State High School Associations (317) 972-6900
www.nfhs.org
NFPA NFPA (800) 344-3555
(National Fire Protection Association) (617) 770-3000
www.nfpa.org
NFRC National Fenestration Rating Council (301) 589-1776
www.nfrc.org
NGA National Glass Association (866) 342-5642
www.glass.org (703) 442-4890
NHLA National Hardwood Lumber Association (800) 933-0318
www.natlhardwood.org (901) 377-1818
NLGA National Lumber Grades Authority (604) 524-2393
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www.nlga.org
NOFMA NOFMA: The Wood Flooring Manufacturers Association (901) 526-5016
www.nofma.org
NRCA National Roofing Contractors Association (800) 323-9545
www.nrca.net (847) 299-9070
NRMCA National Ready Mixed Concrete Association (888) 846-7622
www.nrmca.org (301) 587-1400
NSF NSF International (800) 673-6275
(National Sanitation Foundation International) (734) 769-8010
www.nsf.org
NSSGA National Stone, Sand & Gravel Association (800) 342-1415
www.nssga.org (703) 525-8788
NTMA National Terrazzo & Mosaic Association, Inc. (The) (800) 323-9736
www.ntma.com (540) 751-0930
NYBFU New York Board of Fire Underwriters (212) 227-3700
www.nybfu.org
PCI Precast/Prestressed Concrete Institute (312) 786-0300
www.pci.org
PDCA Painting & Decorating Contractors of America (800) 332-7322
www.pdca.com (314) 514-7322
PDI Plumbing & Drainage Institute (800) 589-8956
www.pdionline.org (978) 557-0720
PGI PVC Geomembrane Institute (217) 333-3929
http://pgi-tp.ce.uiuc.edu
PLANET Professional Landcare Network (800) 395-2522
www.landcarenetwork.org
PTI Post-Tensioning Institute (602) 870-7540
www.post-tensioning.org
RCSC Research Council on Structural Connections (800) 644-2400
www.boltcouncil.org (312) 670-2400
RFCI Resilient Floor Covering Institute (301) 340-8580
www.rfci.com
RIS Redwood Inspection Service (888) 225-7339
www.calredwood.org (415) 382-0662
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SAE SAE International (877) 606-7323
www.sae.org (724) 776-4841
SBI Steel Boiler Institute
SDI Steel Deck Institute (847) 458-4647
www.sdi.org
SDI Steel Door Institute (440) 899-0010
www.steeldoor.org
SEFA Scientific Equipment and Furniture Association (516) 294-5424
www.sefalabs.com
SGCC Safety Glazing Certification Council (315) 646-2234
www.sgcc.org
SIA Security Industry Association (703) 683-2075
www.siaonline.org
SJI Steel Joist Institute (843) 626-1995
www.steeljoist.org
SMA Screen Manufacturers Association (561) 533-0991
www.smacentral.org
SMACNA Sheet Metal and Air Conditioning Contractors' (703) 803-2980
National Association
www.smacna.org
SMPTE Society of Motion Picture and Television Engineers (914) 761-1100
www.smpte.org
SPFA Spray Polyurethane Foam Alliance (800) 523-6154
www.sprayfoam.org
SPIB Southern Pine Inspection Bureau (The) (850) 434-2611
www.spib.org
SPRI Single Ply Roofing Industry (781) 647-7026
www.spri.org
SSINA Specialty Steel Industry of North America (800) 982-0355
www.ssina.com (202) 342-8630
SSPC SSPC: The Society for Protective Coatings (877) 281-7772
www.sspc.org (412) 281-2331
STI Steel Tank Institute (847) 438-8265
www.steeltank.com
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SWI Steel Window Institute (216) 241-7333
www.steelwindows.com
SWRI Sealant, Waterproofing, & Restoration Institute (816) 472-7974
www.swrionline.org
TCA Tile Council of America, Inc. (864) 646-8453
www.tileusa.com
TIA/EIA Telecommunications Industry Association/Electronic (703) 907-7700
Industries Alliance
www.tiaonline.org
TMS The Masonry Society (303) 939-9700
www.masonrysociety.org
TPI Truss Plate Institute, Inc. (703) 683-1010
www.tpinst.org
TPI Turfgrass Producers International (847) 649-5555
www.turfgrasssod.org
TRI Tile Roofing Institute (312) 670-4177
www.tileroofing.org
UFPO Underground Facilities Protective Organization (800) 962-7962
www.ufpo.org (800) 962-7811
UL Underwriters Laboratories Inc. (877) 854-3577
www.ul.com (847) 272-8800
UNI Uni-Bell PVC Pipe Association (972) 243-3902
www.uni-bell.org
USGBC U.S. Green Building Council (202) 828-7422
www.usgbc.org
WASTEC Waste Equipment Technology Association (800) 424-2869
www.wastec.org (202) 244-4700
WCSC Window Covering Safety Council (800) 506-4636
www.windowcoverings.org
WDMA Window & Door Manufacturers Association (800) 223-2301
www.wdma.com
WI Woodwork Institute (916) 372-9943
www.wicnet.org
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CORNELL UNIVERSITY SECTION 01 42 00
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WMMPA Wood Moulding & Millwork Producers Association (800) 550-7889
www.wmmpa.com (530) 661-9591
WSRCA Western States Roofing Contractors Association (800) 725-0333
www.wsrca.com (650) 570-5441
WWPA Western Wood Products Association (503) 224-3930
www.wwpa.org
B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the entities in the following
list. Names, telephone numbers, and Web sites are subject to change and are believed to be
accurate and up-to-date as of the date of the Contract Documents.
IAPMO International Association of Plumbing and Mechanical Officials (909) 472-4100
www.iapmo.org
ICC International Code Council (888) 422-7233
www.iccsafe.org (703) 931-4533
ICC-ES ICC Evaluation Service, Inc. (800) 423-6587
www.icc-es.org (562) 699-0543
NEC National Electric Code
C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications
or other Contract Documents, they shall mean the recognized name of the entities in the
following list. Names, telephone numbers, and Web sites are subject to change and are
believed to be accurate and up-to-date as of the date of the Contract Documents.
CE Army Corps of Engineers
www.usace.army.mil
CPSC Consumer Product Safety Commission (800) 638-2772
www.cpsc.gov (301) 504-7923
DOC Department of Commerce (202) 482-2000
www.commerce.gov
DOD Department of Defense (215) 697-6257
http://.dodssp.daps.dla.mil
DOE Department of Energy (202) 586-9220
www.energy.gov
EPA Environmental Protection Agency (202) 272-0167
www.epa.gov
CORNELL UNIVERSITY SECTION 01 42 00
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FAA Federal Aviation Administration (866) 835-5322
www.faa.gov
FCC Federal Communications Commission (888) 225-5322
www.fcc.gov
FDA Food and Drug Administration (888) 463-6332
www.fda.gov
GSA General Services Administration (800) 488-3111
www.gsa.gov
HUD Department of Housing and Urban Development (202) 708-1112
www.hud.gov
LBL Lawrence Berkeley National Laboratory (510) 486-4000
www.lbl.gov
NCHRP National Cooperative Highway Research Program
(See TRB)
NIST National Institute of Standards and Technology (301) 975-6478
www.nist.gov
OSHA Occupational Safety & Health Administration (800) 321-6742
www.osha.gov (202) 693-1999
PBS Public Building Service
(See GSA)
PHS Office of Public Health and Science (202) 690-7694
www.osophs.dhhs.gov/ophs
RUS Rural Utilities Service (202) 720-9540
(See USDA)
SD State Department (202) 647-4000
www.state.gov
TRB Transportation Research Board (202) 334-2934
www.nas.edu/trb
USDA Department of Agriculture (202) 720-2791
www.usda.gov
USPS Postal Service (202) 268-2000
www.usps.com
CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES
STUDENT AND CAMPUS LIFE REFERENCES 01 42 00-22
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
2.0 PRODUCTS - NOT USED
3.0 EXECUTION - NOT USED
***END OF SECTION 01 42 00***
CORNELL UNIVERSITY SECTION 01 45 00
Ithaca, New York QUALITY CONTROL
STUDENT AND CAMPUS LIFE QUALITY CONTROL 01 45 00-1
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 45 00 QUALITY CONTROL
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall provide and maintain an effective Contractor Quality Control (CQC)
program and perform sufficient inspections and tests of all items of work, including those of
Subcontractors, to ensure compliance with Contract Documents. Include surveillance and
tests specified in the technical sections of the Specifications. Furnish appropriate facilities,
instruments, and testing devices required for performance of the quality control function.
Controls must be adequate to cover construction operations and be keyed to the construction
sequence. Construction shall not begin until the Owner has approved the CQC program.
1.2 CONTROL OF ON-SITE CONSTRUCTION
A. Include a control system for the following phases of inspection:
1. Pre-Installation Meeting. For all sections where pre-installations are defined, the
Contractor shall arrange for a pre-installation meeting. When practical, pre-installation
meetings shall be scheduled to take place on the same day as regularly schedule progress
meetings. The Contractor shall make available, during this meeting, all approved
submittals and products.
a. Agenda to include the following:
i. Appointment
ii. Appointment of official representatives of participants in the Project.
iii. Review of existing conditions and affected work, and testing thereof as
required.
iv. Review of installation procedures and requirements.
v. Review of environmental and site condition requirements.
vi. Schedule of the applicable portions of the Work.
vii. Schedule of submission of samples, color chips, and items for Owners
consideration.
viii. Requirements for temporary facilities, site sign, offices, storage sheds,
utilities, fences, Section 01500.
ix. Requirements for notification for reviews. Allow a minimum of 48 hour
notice to Architect for review of the Work.
CORNELL UNIVERSITY SECTION 01 45 00
Ithaca, New York QUALITY CONTROL
STUDENT AND CAMPUS LIFE QUALITY CONTROL 01 45 00-2
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
x. Requirements for inspections and tests, as applicable. Schedule and
undertake inspections and tests in accordance with Section 01410.
xi. Delivery schedule of specified equipment.
xii. Special safety requirements and procedures.
b. The following minimum personnel shall be at the meeting:
i. Project Manager.
ii. Project Field Supervisor
iii. Subcontractor
iv. Architect’s Representative
v. Owner’s Representative
vi. Commissioning Agent, when applicable
vii. Testing Agency, when applicable
2. Preparatory Inspection. Perform this inspection prior to beginning work on any
definable feature of work. Include a review of contract requirements with the
supervisors directly responsible for the performance of the work; check to assure that
materials, products, and equipment have been tested, submitted, and approved; check
to assure that provisions have been made for required control testing; examine the work
area to ascertain that preliminary work has been completed; physically examine
materials and equipment to assure that they conform to shop drawings and data and that
the materials and equipment are on hand.
3. Initial Inspection. Perform this inspection as soon as work commences on a
representative portion of a particular feature of workmanship review control testing for
compliance with contract requirements.
4. Follow-up Inspections. Perform these inspections on a regular basis to assure
continuing compliance with contract requirements until completion of that particular
work.
1.3 CONTROL OF OFF-SITE OPERATIONS
A. Perform factory quality control inspections for items fabricated or assembled off-site as
opposed to "off-the-shelf" items. The CQC Representative at the fabricating plant shall be
responsible for release of the fabricated items for shipment to the job site. The CQC
Representative at the job site shall receive the item and note any damage incurred during
shipment. The Contractor shall be responsible for protecting and maintaining the item in
good condition throughout the period of on-site and during erection or installation. Although
any item found to be faulty may be rejected before its use, final acceptance of an item by the
Owner is based on its satisfactory incorporation into the work and acceptance of the
completed project.
CORNELL UNIVERSITY SECTION 01 45 00
Ithaca, New York QUALITY CONTROL
STUDENT AND CAMPUS LIFE QUALITY CONTROL 01 45 00-3
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
1.4 TESTING
A. The Owner may engage the services of an independent testing laboratory to confirm that an
installed item or element of work conforms to the Specification and workmanship
requirements.
1.5 OWNER'S REPRESENTATIVE
A. The Owner shall designate a Representative to monitor the progress and execution of the
work. The Representative shall have the authority to call for test samples, to approve or to
reject work performed and to stop work in progress, if, in its opinion, the work is not in
conformance with the Contract Documents. The Representative shall not be authorized to
make changes or interpretations of the Contract Documents.
1. The Contractor shall maintain a project Deficiency/Issues Log in e-Builder to track non-
conforming materials or sub-standard workmanship identified by Owner’s
Representative.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 45 00***
CORNELL UNIVERSITY SECTION 01 66 00
Ithaca, New York STORAGE AND PROTECTION
STUDENT AND CAMPUS LIFE STORAGE AND PROTECTION 01 66 00-1
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 66 00 STORAGE AND PROTECTION
1.0 GENERAL
1.1 DESCRIPTION
A. Receive, pile, store and handle all materials, equipment and other items incorporated or to be
incorporated in the Work, including items furnished by the Owner in a careful and prudent
manner and shall protect them against loss or damage from every source.
B. Obscure from public view, in a manner acceptable to the Owner, staging and storage areas.
1.2 TRANSPORTATION AND HANDLING
A. Transport and handle products in accordance with manufacturer's instructions; using means
and methods that will prevent damage, deterioration, and loss, including theft.
B. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding
of construction space.
C. Coordinate delivery with installation time to ensure minimum holding time for items that are
flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.
D. Deliver products to Project site in an undamaged condition in manufacturer's original sealed
container or other packaging system, complete with labels and instructions for handling,
storing, unpacking, protecting, and installation.
E. Promptly inspect shipments to assure that products comply with requirements, quantities are
correct and products are undamaged.
F. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement or damage.
1.3 ON-SITE STORAGE
A. Materials stored on the Site shall be neatly piled and protected, and shall be stored in a neat
and orderly manner in locations that shall not interfere with the progress of the Work or with
the daily functioning of the Institution.
B. Materials subject to weather damage shall be protected against the weather by floored
weatherproof temporary storage sheds.
C. Comply with product manufacturer's written instructions for temperature, humidity,
ventilation, and weather-protection requirements for storage.
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
CORNELL UNIVERSITY SECTION 01 66 00
Ithaca, New York STORAGE AND PROTECTION
STUDENT AND CAMPUS LIFE STORAGE AND PROTECTION 01 66 00-2
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
on the Campus, visually or otherwise; and that outside of that area. The Contractor has no
impact at all on the Campus.
E. Materials stored within the building shall be distributed in such a manner as to avoid
overloading of the structural frame, and never shall be concentrated in such a manner as to
exceed the equivalent of 50 pounds per square foot uniformly distributed loading. Stored
materials shall be moved if they interfere with the progress of the work.
F. Should it become necessary during the course of the Work to move stored materials or
equipment, the Contractor, at the direction of the Owner or the Owner's Representative, shall
move such materials or equipment.
1.4 PALM ROAD STORAGE
A. All property including construction materials and equipment stored at the Palm Road location
shall be stored at the Contractor’s sole risk. The Contractor is solely responsible for repair or
replacement of property due to any cause of loss.
B. The Contractor agrees to hold Cornell harmless from any accident or injury occurring at Palm
Road storage site associated with the Contractor’s storage.
C. The Contractor understands that Cornell makes “no” warranty regarding any security at the
Palm Road site.
D. The Contractor agrees that it is solely responsible for any cleanup of any site contamination
caused by the Contractor’s storage or storage operations and the Contractor agrees to pay for
cleanup of any contamination and restore the site back to the same condition it was found.
E. It shall be assumed that the Contractor is responsible for site contamination unless the
Contractor has reported condition prior to moving storage materials and equipment onto the
site. Each Contractor shall be responsible for their own general area whether defined formally
or not but in cases where pollutants have traveled or are found in the public areas used by all
contractors, the Contractor agrees as follows:
1. If it cannot be determined who is responsible for site contamination after an
investigation, all contractors who could be responsible based upon location of the
incident agree to share the expense of cleanup equally.
F. No storage of hazardous materials or environmental contaminants is permitted at the Palm
Road site. All barrels must have labels affixed identifying contents.
G. Unoccupied storage containers not within the project fence shall be labeled in the Cornell
standard. Signs customized for the project shall be ordered from Ithaca Plastics, Inc., 305
West Green Street, Ithaca, New York 14850, Phone - 607.272.8232, Fax - 607.277.2579,
Email – db@ithacaplastics.com.
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
CORNELL UNIVERSITY SECTION 01 66 00
Ithaca, New York STORAGE AND PROTECTION
STUDENT AND CAMPUS LIFE STORAGE AND PROTECTION 01 66 00-3
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
shall be obligated to replace or pay for all materials and equipment including items furnished
by the Owner which have been damaged or stolen prior to completion of the Work.
B. Protection of Utilities
1. If during the course of the Project, it is necessary to work adjacent to existing utilities,
pipelines, structures and equipment, the Contractor shall take all necessary precautions
to protect existing facilities from damage.
2. Locations of utilities as shown on the Contract Documents are approximate only. The
Contractor shall excavate or otherwise locate to verify existing utilities in advance of
its operation.
C. Protective Covering
1. All finished surfaces shall be protected by the Contractor as follows:
a. Door and window sills and the jambs and soffits of openings used as passageways
or through which material is handled, shall be cased and protected adequately
against possible damage resulting from the conduct of the work of all trades.
b. All surfaces shall be clean and not marred upon delivery of the building to the
Owner. The Contractor shall, without extra compensation, replace all blocks,
gypsum board, plaster, paint, tile, and all other surfaces, whether or not protected,
which are damaged, and shall refinish (including painting as specified) to
satisfaction of Owner.
c. Tight wood sheathing shall be laid under any materials that are stored on finished
concrete surfaces and planking must be laid before moving any materials over
these finished areas. Wheelbarrows used over such areas shall have rubber tires
on wheels.
d. Contractor has the responsibility for protection of carpeting and all finish flooring
during all phases of the work including after installation.
e. All floors exposed to view as a floor finish shall be protected by overlaying with
plywood in all areas subject to construction traffic within and without the
building, special care shall be taken to protect all stair finish surfaces including
but not limited to flooring, wood in-fill stairs, cabinetry, counters, equipment, etc.
1.6 PROTECTION AFTER INSTALLATION
A. Protect installed products, including Owner-provided products, and control traffic in
immediate area to prevent damage from subsequent operations.
B. Provide protective coverings at walls, projections, corners, and jambs, sills, and soffits of
openings in and adjacent to traffic areas.
C. Cover walls and floors of elevator cabins, and jambs of cab doors, when elevators are used
by construction personnel.
CORNELL UNIVERSITY SECTION 01 66 00
Ithaca, New York STORAGE AND PROTECTION
STUDENT AND CAMPUS LIFE STORAGE AND PROTECTION 01 66 00-4
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
D. Protect finish floors and stairs from dirt, wear, and damage:
1. Secure heavy sheet goods or similar protective materials in place, in areas subject to
foot traffic.
2. Lay planking or similar rigid materials in place, in areas subject to movement of heavy
objects.
3. Lay planking or similar rigid materials in place, in areas where storage of products will
occur.
E. Protect waterproofed and roofed surfaces:
1. Restrict use of surfaces for traffic of any kind, and for storage of products.
2. When an activity is mandatory, obtain recommendations for protection of surfaces from
manufacturer. Install protection and remove on completion of activity. Restrict use of
adjacent unprotected areas.
F. Restrict traffic of any kind across planted lawn and landscape areas.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 66 00***
CORNELL UNIVERSITY SECTION 01 71 23
Ithaca, New York FIELD ENGINEERING
STUDENT AND CAMPUS LIFE FIELD ENGINEERING 01 71 23-1
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 71 23 FIELD ENGINEERING
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall provide and pay for field engineering services required for the Project.
1. Survey work required in execution of the Project.
2. Verify grades, lines, levels and dimensions shown on Drawings.
3. Lay out Work from established control points and bench marks.
4. Coordinate the Work of all trades.
5. It may be necessary at times to discontinue portions of Contractor's work in order that
the Owner's Representative may check measurements or surveys without interruptions
or other interferences that might impair the accuracy of the results. At any time, on
request of the Owner's Representative, Contractor shall discontinue its work to such
extent as may be necessary for this purpose and shall cooperate in all reasonable means
to the extent of providing labor, tools, or materials to assist the Owner's Representative
in making measurements and surveys.
6. Notwithstanding anything set forth above, it shall be the sole responsibility of the
Contractor to complete the works within the tolerances of lines and grades as given on
the drawings. No direct payment or claim for additional compensation will be allowed
the Contractor for any work or delay occasioned by the Owner's Representative
establishing or checking lines or grades or making other measurements, and no
extension of time will be allowed for such delays.
B. Owner's Representative will identify existing control points and property line corner stakes
indicated on the drawings, as required.
1.2 QUALIFICATION OF SURVEYOR
A. The Surveyor shall be a registered civil engineer or registered land surveyor, licensed in the
state in which the Project is located and acceptable to the Owner.
1.3 SURVEY REFERENCE POINTS
A. Basic horizontal and vertical control points for the Project are those designated on drawings.
B. Locate and protect control points prior to occupation of the site, and preserve all reference
points during construction.
CORNELL UNIVERSITY SECTION 01 71 23
Ithaca, New York FIELD ENGINEERING
STUDENT AND CAMPUS LIFE FIELD ENGINEERING 01 71 23-2
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
1. Make no changes or relocations without prior written approval of the Architect and
Owner.
2. Report to Owner when any reference point is lost or destroyed, or requires relocation
because of necessary changes in grades or locations.
3. Require surveyor to replace reference points which may be lost or destroyed.
a. Establish replacements based on original survey control.
C. The Contractor shall provide and shall maintain axis lines on each floor and shall establish
and shall maintain grade marks 4' 0" above the finished floor on each floor level.
D. The Contractor shall furnish such stakes and other required equipment, tools and materials,
and all labor as may be required in laying out any part of the Work.
1.4 PROJECT SURVEY REQUIREMENTS
A. Prior to start of construction operations, review and verify figures shown on Drawings and
on surveys furnished by Owner.
B. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate
means for site improvements, stakes for grading, fill and topsoil replacement, utility slopes
and invert elevations, batter boards for structures, foundations, column locations and floor
levels, and controlling lines and levels required for the mechanical and electrical trades.
C. From time to time, verify layouts by the same methods.
1.5 RECORDS
A. Maintain a complete, accurate log of all control and survey work as it progresses.
1. Make available to Architect and Owner on request: field books, notes, logs and other
data developed in performing survey and control work.
2. Maintain a record plan at field office for the information and use of all parties, recording
reference points, control points and bench marks.
B. On completion of foundations and major site improvements, prepare a certified survey
showing all dimensions, locations, angles and elevations of construction and turn over to
Owner. Submit copies of certified survey in accordance with Section 01 78 39 - Record
Documents.
C. When all enclosing walls are complete, certify the location and plumb of the walls.
1.6 SUBMITTALS
A. Submit written qualifications of surveyor to Architect and Owner prior to starting survey
work.
CORNELL UNIVERSITY SECTION 01 71 23
Ithaca, New York FIELD ENGINEERING
STUDENT AND CAMPUS LIFE FIELD ENGINEERING 01 71 23-3
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
B. Submit name and address of Professional Engineer to the Architect.
C. Submit documentation to verify accuracy of field engineering work.
D. Submit certificate signed by registered engineer or registered surveyor certifying that
elevations and improvements are in conformance, or nonconformance, with Contract
Documents.
1. Indicate on record drawings all variations from Contract Drawings.
2. Indicate horizontal locations and elevations of all existing underground utilities
encountered during excavation and construction.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 71 23***
CORNELL UNIVERSITY SECTION 01 77 00
Ithaca, New York PROJECT CLOSEOUT
STUDENT AND CAMPUS LIFE PROJECT CLOSEOUT 01 77 00-1
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 77 00 PROJECT CLOSEOUT
1.0 GENERAL
1.1 INSPECTIONS
A. Substantial Completion:
1. Within a minimum of five (5) days prior to substantial completion, when the Work has
reached such a point of completion that the building or buildings, equipment and
apparatus can be occupied and used for the purpose intended, the Contractor shall
conduct a detailed inspection of the Work to ensure that all requirements of the Contract
have been met and that the Work is complete and is acceptable. Contractor shall prepare
and submit a list of items to be completed and corrected (Contractor's punch list),
indicating the value of each item on the list and reasons why the Work is incomplete.
2. After receipt of the Contractor’s initial punch list, the Architect will make an inspection
of the Work to determine that the Work is substantially complete and that requirements
of the Contract have been met and that the Work is sufficiently complete and is
acceptable for use. The Architect will submit a marked-up list of items to be completed
and/or corrected, inclusive of the Contractor’s punch list. The Architect shall prepare a
Certificate of Substantial Completion, on the basis of an inspection, when the Architect
has determined that the work is substantially complete.
3. A copy of the report of the inspection will be furnished to the Contractor as the
inspection progresses so that the Contractor may proceed without delay with any part
of the Work found to be incomplete or defective.
4. All work performed under a Fire Protection System Installation/Alteration Operating
Permit shall be inspected by the Ithaca Fire Department, or if so delegated by the Ithaca
Building Department.
a. A member of the Ithaca Fire Department shall witness all acceptance or
reacceptance testing of work performed under a Fire Protection System
Installation Operating Permit. All testing and inspections shall be in compliance
with the applicable NFPA codes as referenced by Section 906.1 of the Fire Code
of NYS.
b. Work classified as a ‘Repair’ under the Existing Building Code does not require
the Ithaca Fire Department to witness the testing of the affected systems. Systems
that have been repaired must still be tested as required by the Fire Code of NYS
and NFPA.
c. The Ithaca Fire Department Shall Witness the Acceptance or Reacceptance
Testing for the Following Conditions:
- Testing of any new installation of a fire alarm, fire suppression, or fire
detection system as required by the Fire Code of New York State.
CORNELL UNIVERSITY SECTION 01 77 00
Ithaca, New York PROJECT CLOSEOUT
STUDENT AND CAMPUS LIFE PROJECT CLOSEOUT 01 77 00-2
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
- Hydrostatic testing of sprinkler system where the modification affects more
than twenty (20) sprinkler heads and the modified area can be isolated from
the rest of the system
- Installation or replacement of a fire pump or drive elements of the fire pump.
- A Fire Alarm System with added or deleted components.
- A Fire Alarm System where the wiring or control circuits have been
modified.
- A Fire Alarm System where the control unit (Fire Alarm Panel) has been
replaced or the control unit software has been replaced.
- A smoke control system where the master control unit, individual fan
control unit, or fan drive unit has been replaced or modified
- An alternative fire suppression system that has been replaced or the
actuation elements have been modified. Except: fusible link replacement.
- A modification or extension of the piping 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 SUBMITTALS
A. Contractor's List of Incomplete Items: Initial punch list submittal at Substantial Completion.
1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding
from lowest floor to highest floor, listing by room or space number. Organize items
applying to each space by major element, including categories for individual exterior face
elevations, ceilings, individual walls, floors, doors, roof levels, casework, equipment, and
building systems.
B. Contractor's Certified List of Completed Items: Final signed punch list submittal at Final
Completion.
C. Certificates of Release: Occupancy permits from authorities having jurisdiction.
CORNELL UNIVERSITY SECTION 01 77 00
Ithaca, New York PROJECT CLOSEOUT
STUDENT AND CAMPUS LIFE PROJECT CLOSEOUT 01 77 00-3
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
1.3 FINAL CLEAN UP
A. Upon completion of the work covered by the Contract the Contractor shall leave the
completed Project ready for use and occupancy without the need of further cleaning of any
kind and with all Work in new condition and in perfect order. In addition, upon completion
of all Work the Contractor shall remove from the vicinity of the Work all plant, buildings,
rubbish, unused materials, concrete forms and other materials belonging to him or used under
its direction during construction or impairing the use or appearance of the property and shall
restore such areas affected by the work to their original condition, and, in the event of its
failure to do so, the same shall be removed by the Owner at the expense of the Contractor,
and the Contractor and/or its surety shall be liable therefore. Final clean-up shall include but
not be limited to the following:
1. All finished surfaces shall be swept, dusted, washed and polished. This includes
cleaning of the Work of all finishing trades where needed, whether or not cleaning by
such trades is included in their respective sections of the specifications.
2. Roofs, utility tunnels, manholes and pipe trenches and spaces between the new and
existing Work shall be left thoroughly cleaned.
3. Finished flooring shall be thoroughly cleaned in accordance with the manufacturer’s
recommendations.
4. Where the finish of floors has been marred or damaged in any space or area, the entire
floor of that space or area shall be refinished as recommended by the manufacturers of
the flooring.
5. All equipment shall be in an undamaged, bright, clean, polished and new appearing
condition.
6. All new glass shall be washed and polished, both sides. The Contractor shall be
responsible for all breakage of glass in the area of the Work from the commencement
of its activities until the building is turned over to Owner. The Contractor shall replace
all broken glass and deliver the entire building with all glazing intact and clean.
7. Provide new filters for all fan convectors after final cleaning.
8. Refer to exterior clean up. Remove paint and glazing compound from surfaces.
B. Clean adjacent structures and improvements of dust, dirt, and debris caused by construction
operations. Return adjacent areas to condition existing before construction operations began.
CORNELL UNIVERSITY SECTION 01 77 00
Ithaca, New York PROJECT CLOSEOUT
STUDENT AND CAMPUS LIFE PROJECT CLOSEOUT 01 77 00-4
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
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.
1.4 ON-SITE CONSTRUCTION TRAILER REMOVAL
A. Within fifteen (15) days of removal of on-site construction trailers, contact Cornell Facilities
Inventory Office to notify them of removal to allow for updating of Campus Police 911
Emergency Response System.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 77 00***
CORNELL UNIVERSITY SECTION 01 78 36
Ithaca, New York WARRANTIES AND BONDS
STUDENT AND CAMPUS LIFE RECORD DOCUMENTS 01 78 39-1
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 78 36 WARRANTIES AND BONDS
1.0 GENERAL
1.1 DESCRIPTION
The Contractor shall:
A. Compile specified warranties and bonds.
B. Compile specified service and maintenance contracts.
C. Co-execute submittals when so specified.
D. Review submittals to verify compliance with Contract Documents.
E. Submit to Architect for transmittal to Owner.
1.2 SUMMARY
A. This Section specifies general administrative and procedural requirements for warranties and
bonds required by the Contract Documents, including manufacturers standard warranties on
products and special warranties.
1. Refer to the General Conditions for terms of the Contractor's special warranty of
workmanship and materials.
2. General closeout requirements are included in Section 01 77 00 - "Project Closeout."
3. Specific requirements for warranties for the Work and products and installations that
are specified to be warranted, are included in the individual Sections of Divisions 2
through 40.
4. Certifications and other commitments and agreements for continuing services to Owner
are specified elsewhere in the Contract Documents.
B. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product
warranties do not relieve the Contractor of the warranty on the Work that incorporates the
products, nor does it relieve suppliers, manufacturers, and subcontractors required to
countersign special warranties with the Contractor.
1.3 DEFINITIONS
A. Standard Product Warranties are pre-printed written warranties published by individual
manufacturers for particular products and are specifically endorsed by the manufacturer to
the Owner.
CORNELL UNIVERSITY SECTION 01 78 36
Ithaca, New York WARRANTIES AND BONDS
STUDENT AND CAMPUS LIFE RECORD DOCUMENTS 01 78 39-2
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
B. Special Warranties are written warranties required by or incorporated in the Contract
Documents, either to extend time limits provided by standard warranties or to provide greater
rights for the Owner
1.4 QUALITY ASSURANCE
A. Use adequate care and diligence to review Contract Documents to identify detailed
requirements relating to warranties and bonds.
B. Verify that each item required for this submittal conforms with specified requirements.
1.5 WARRANTY REQUIREMENTS
A. In addition to standard and special warranties described in Divisions 2 through 40, Contractor
shall warrant Work included in this project, for a minimum period of one (1) year following
acceptance of a Certificate of Substantial Completion by Owner, to cover performance,
materials, workmanship and compliance with Contract Documents.
B. Corrective Work: Provide service within thirty (30) calendar days when requested by Owner.
Perform services during normal working hours, unless specifically directed otherwise by
Owner. Coordinate with Owner’s representative to schedule performance of corrective work.
Where designated service providers cannot perform corrective work within the Owner’s
required time frame, engage another qualified service provider. Submit a written statement to
Owner upon completion of corrective work; document work performed and list outstanding
items, if any.
1. When a completed breakdown of a piece of equipment occurs of the malfunction of a
system affects the environment or program involving 50 or more persons at a time
(employees and students combined), or creates a safety or security risk to the Owner,
an EMERGENCY may be declared by the Owner. The Owner may declare an
emergency as defined above at which time the service response must be within 4 hours
and may require action during non-normal working hours.
2. When an emergency condition occurs, the Owner may take immediate corrective action
to relieve the problem by making, a minimum as possible, temporary adjustments and/or
repairs when necessary to decrease the problem until the designated Contractor’s
representative can respond. These temporary adjustments and repairs will in no way
jeopardize the existing warranty.
3. The Owner’s service staff will advise the Contractor’s Representative of all temporary
adjustments and repairs done in relation to the malfunctioning equipment or facility.
4. If the Contractor fails to respond with actual service within four (4) hours, and/or the
necessary repairs or adjustments are not satisfactorily complete twenty-four (24) hours,
the Owner will have the authority to make the necessary repairs or adjustments and
charge the Contractor for parts and labor.
5. If all adjustments and repairs done by the Owner in relation to the above conditions are
done by authorized district personnel, there will be no negative effect of future
warranty claims.
CORNELL UNIVERSITY SECTION 01 78 36
Ithaca, New York WARRANTIES AND BONDS
STUDENT AND CAMPUS LIFE RECORD DOCUMENTS 01 78 39-3
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
C. Related Damages and Losses: When correcting failed or damaged warranted Work, remove
and replace other Work that has been damaged as a result of such failure or that must be
removed and replaced to provide access for correction of warranted Work.
D. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected
by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated
warranty shall be equal to the original warranty with an equitable adjustment for depreciation.
E. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace
or rebuild the Work to an acceptable condition complying with requirements of Contract
Documents. The Contractor is responsible for the cost of replacing or rebuilding defective
Work regardless of whether the Owner has benefited from use of the Work through a portion
of its anticipated useful service life.
F. Owner's Recourse: Expressed warranties made to the Owner are in addition to implied
warranties, and shall not limit the duties, obligations, rights and remedies otherwise available
under the law. Expressed warranty periods shall not be interpreted as limitations on time in
which the Owner can enforce such other duties, obligations, rights, or remedies.
G. Contractor's Procurement Obligations: Do not purchase, subcontract for, or allow others to
purchase or subcontract for materials or units of Work for Project where a special project
guaranty, specified product warranty, certification, or similar commitment is required until it
has been determined that entities required to sign or countersign such commitments are
willing to do so.
H. Specific Warranty. Where a special warranty, certification, or similar commitment is
required on such Work or part of the Work, the Owner reserves the right to refuse to accept
the Work until the Contractor presents evidence that entities required to countersign such
commitments are willing to do so.
1.6 SUBMITTAL REQUIREMENTS
A. Submit written warranties to the Architect prior to the date certified for Substantial
Completion. If the Architect’s Certificate of Substantial Completion designates a
commencement date for warranties other than the date of Substantial Completion for the
Work, or a designated portion of the Work, submit written warranties upon request of the
Architect or Owner.
1. When a designated portion of the Work is completed and occupied or used by the
Owner, by separate agreement with the Contractor during the construction period,
submit properly executed warranties to the Architect and Owner within fifteen (15) days
of completion of that designated portion of the Work.
CORNELL UNIVERSITY SECTION 01 78 36
Ithaca, New York WARRANTIES AND BONDS
STUDENT AND CAMPUS LIFE RECORD DOCUMENTS 01 78 39-4
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
B. When a special warranty is required to be executed by the Contractor, or the Contractor and
a subcontractor, supplier or manufacturer, prepare a written document that contains
appropriate terms and identification, ready for execution by the required parties. Submit a
draft to the Owner through the Architect for acceptance prior to final execution.
1.7 SUBMITTALS REQUIRED
A. Submit warranties, bonds, and service and maintenance contracts as specified in the
respective sections of Specifications. Submit a schedule listing all required warranties.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION
3.1 FORM OF SUBMITTALS
A. The Warranties and Bonds shall be in electronic pdf format. Each submission shall include
the title of the Project and the name of the Contractor.
B. Provide a series of files organized in subdirectories with a summary index with hyperlinks to
the various documents and or references.
C. Assemble warranties, bonds and service and maintenance contracts, executed by each of the
respective manufacturers, suppliers and subcontractors.
D. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each
item.
1. Product or work item.
2. Item description.
3. Notation of what the equipment serves (e.g. – Provides perimeter heat)
4. Warranty Provider. Is the warranty provided by a manufacturer or installer?
5. Firm, with name of principal and responsible party, address and telephone number.
6. Scope.
7. Duration.
a. Date of beginning of warranty, bond or service and maintenance contract
b. End date of warranty, bond or service and maintenance contract.
CORNELL UNIVERSITY SECTION 01 78 36
Ithaca, New York WARRANTIES AND BONDS
STUDENT AND CAMPUS LIFE RECORD DOCUMENTS 01 78 39-5
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
8. Provide information for Owner's personnel:
a. Proper procedure in case of failure.
b. Instances which might affect the validity of warranty or bond.
9. Contractor, name of responsible principal, address and telephone number.
3.2 TIME OF SUBMITTALS
A. Make final submittals within ten (10) days after Date of Substantial Completion, prior to final
request for payment.
B. For items of work when acceptance is delayed materially beyond the Date of Substantial
Completion, provide updated submittal within ten (10) days after acceptance, listing the date
of acceptance as the start of the warranty period.
3.3 ROOF WARRANTY PACKAGE
A. Roof warranties shall explicitly denote the specific roof panel identification number (ROOF
ID) for which the warranty applies to.
B. Roof panel identification numbers shall be generated in accordance with 01 78 22, FIXED
EQUIPMENT INVENTORY.
C. Roof warranties shall include a dimensioned roof plan with roof panel identification numbers
generated in accordance with 01 78 22, FIXED EQUIPMENT INVENTORY.
***END OF SECTION 01 78 36***
CORNELL UNIVERSITY SECTION 01 78 39
Ithaca, New York RECORD DOCUMENTS
STUDENT AND CAMPUS LIFE RECORD DOCUMENTS 01 78 39-1
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
SECTION 01 78 39 RECORD DOCUMENTS
1.0 GENERAL
1.1 DESCRIPTION
A. The Contractor shall maintain at the site, during construction, one record copy of:
1. Drawings
2. Specifications
3. Addenda
4. Change Orders and other Modifications to the Contract
5. Architect's Field Orders or written instructions.
6. Final Shop Drawings, Product Data and Samples
7. Field Test records
8. Construction photographs
1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. Store documents and samples in Contractor's field office apart from documents used for
construction.
1. Provide files and racks for storage of documents.
2. Provide cabinet or storage space for storage of samples.
B. File documents and samples in accordance with Data Filing Format of the Uniform
Construction Index.
C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
D. Make documents and samples available at all times for review by the Owner’s Representative
and the Architect.
1.3 RECORDING
A. Label each document "AS BUILT" in neat large printed letters.
B. Record information concurrently with construction progress.
CORNELL UNIVERSITY SECTION 01 78 39
Ithaca, New York RECORD DOCUMENTS
STUDENT AND CAMPUS LIFE RECORD DOCUMENTS 01 78 39-2
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
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 infrastructure including:
- Manholes, catch basins, drain inlets, cleanouts, vent stacks, tanks,
underdrains, foundation drains, monitoring wells,
detention/retention/filtration facilities. Label type (sanitary or storm),
dimensions and material of structure and cover/grate; pipe connections;
sizes, materials, direction of flow and invert elevations. Locate and identify
size, material, and invert elevations for culverts.
- Water, gas, central steam, chilled water or other pressure lines, valve boxes,
meter boxes, hydrants, tanks, fittings, etc. Label type, size, material,
elevations at building walls and all intersections, connections and vertical
angle changes.
- 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.
CORNELL UNIVERSITY SECTION 01 78 39
Ithaca, New York RECORD DOCUMENTS
STUDENT AND CAMPUS LIFE RECORD DOCUMENTS 01 78 39-3
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
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.
iii. Develop road cross sections at 50-foot intervals maximum, record spot
elevations for all drive centerlines and all beginning radius of street
intersections. For each cross section obtain elevations for front and back of
existing sidewalk, top and bottom of curb, and centerline of the street. Obtain
elevations for centerline intersection of all roads.
iv. For trees of three inches to eighteen inches (3” - 18”) in diameter, record
elevation at high and low side at base of trunk. For specimen trees of
eighteen inches (18”) or greater diameter, indicate four (4) spot elevations on
the north, south, east, and west at base of each trunk to one-hundredth (.01)
foot elevation.
v. Base, top, corners, and at cheek walls for all steps. Indicate elevations at top
and bottom of walls and curbs.
CORNELL UNIVERSITY SECTION 01 78 39
Ithaca, New York RECORD DOCUMENTS
STUDENT AND CAMPUS LIFE RECORD DOCUMENTS 01 78 39-4
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
vi. Rim elevations of all catch basins, drain inlets, manholes, valve boxes, slabs
on grade. Inverts at all sewer pipes and culverts. Bottom of structure floor
and sump.
D. Drawings
As built drawings shall consist of making any changes neatly and clearly on the Contract
Drawings using colored ink or pencil, shall be kept current by the contractor on a day-to-day
basis in concert with the progress of the work. Where applicable, the change marked on a
drawing is to carry the notation “per Change Order No. X”, or similar reference which cites
the reason for the change. As an alternative approach the Contractor can submit a plan for
producing the “As-Built” drawings via electronic mark-up in Bluebeam, Adobe Professional,
or other similar program as an alternative to colored pencil or ink mark-ups. Such plan shall
be subject to approval of the Owner.
The day-to-day construction as built drawings shall be made available to the Architect or
Owner’s Representative for review upon request. The "As built" drawings shall show all
changes to the following areas of construction:
1. Architectural:
a. Modifications to components dictated by the building code
b. Wall, door, window locations
c. Built in casework locations
d. New rated door and wall schedules/ locations
e. Material and products where submittals are requested
2. Civil and Structural
a. Dimensions for load carrying elements, both horizontal and vertical
b. Materials and products where submittals are requested
c. Load carrying elements and foundation systems
d. Site related elements including:
- Building outlines, entranceways, areaways, roof overhangs, downspouts,
significant architectural projections and other pertinent data.
e. All significant changes in foundations, columns, beams, openings, concrete
reinforcing, lintels, concealed anchorages and "knock-out" panels made during
construction.
f. Building envelope systems including roofing systems and building shell systems
g. Geotechnical subsurface information
CORNELL UNIVERSITY SECTION 01 78 39
Ithaca, New York RECORD DOCUMENTS
STUDENT AND CAMPUS LIFE RECORD DOCUMENTS 01 78 39-5
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
h. Items that will require future maintenance
i. Life safety critical items
3. Mechanical (HVAC, Plumbing and Fire Protection)
a. Products where submittals are requested
b. Final locations of all equipment.
c. Final sizes and materials of piping and ductwork.
d. Final locations of inaccessible piping and ductwork.
e. Final locations of all 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.
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. Storm water maintenance/testing access points
c. Location of unusual excavation findings / contaminated soil (i.e. mercury
uncovered during excavation, also on-site spills during construction), including
quantity excavated/disposed.
CORNELL UNIVERSITY SECTION 01 78 39
Ithaca, New York RECORD DOCUMENTS
STUDENT AND CAMPUS LIFE RECORD DOCUMENTS 01 78 39-6
MULTIPLE DEFICIENCIES March 13, 2019
CODE REMEDIATION – PHASE 1A
E. Specifications and Addenda
Legibly mark each section to record:
1. Manufacturer, trade name, catalog number, and Supplier of each product and item of
equipment actually installed.
2. Changes made by Field Order or by Change Order.
1.4 SUBMITTAL
A. At Contract close-out, deliver copies of all record documents to the Owner’s Representative.
B. Accompany submittal with transmittal letter in duplicate, containing:
1. Date
2. Project title and number
3. Contractor's name and address
4. Title and number of each record document
5. Certification that each document is complete and accurate
6. Signature of Contractor or its authorized representative.
2.0 PRODUCTS – NOT USED
3.0 EXECUTION – NOT USED
***END OF SECTION 01 78 39***
TECHNICAL SPECIFICATIONS
FOR
STUDENT & CAMPUS LIFE MULTIPLE DEFICIENCIES
CODE REMEDIATION – PHASE 1A
CLARA DICKSON
CORNELL UNIVERSITY
ITHACA, NEW YORK
____________________________________________________________________________
IBI/114475 Section 02 82 02 – Lead-Based Paint Handling Procedures
Page 1 of 7
SECTION 02 82 02
LEAD -BASED PAINT HANDLING PROCEDURES
1 PART 1 GENERAL
1.1 EXAMINATION OF SPECIFICATIONS AND SITE OF WORK
A. The Contractor shall carefully examine the enclosed documents and visit the site
of the work. The Contractor shall fully inform himself prior to preparation of the
Bid as to all existing conditions and limitations under which the work is to be
performed and shall include in the Bid a sum to cover all costs of all items neces-
sary to perform the work as set forth in these documents. No allowance will be
made to the Contractor because of lack of such examination or knowledge.
B. The building components identified as lead-based paint are not scheduled to be
removed. All contractors are advised of the presence of lead-based paint in
order to provide the appropriate worker and building occupant protection
specified in the plans and specifications including OSHA requirements and HUD
guidelines.
C. All contractors shall comply with the provisions of this section when in the course
of their work lead-based paint may be disturbed.
1.2 SUBMITTALS
A. The Contractor shall submit the following documents prior to award of contract:
1. A description of the proposed approach to the project. This should
address methodology of lead-based paint handling procedures, proposed
manpower, schedule, access, storage, security, or services and facilities
to be provided by the Owner for the project.
2. Verification that the project will be completed within the specified time
period.
B. Additional submittals shall be required from the Contractor at the completion of
the project. These are specified below in this document.
1.3 SCOPE OF WORK
A. The Contractor shall furnish all components required and supply all labor,
materials, tools, equipment, and insurance, necessary to properly complete the
work in accordance with the Contract Documents. Building components with the
possibility of (untested) as lead-based painted components (>1.0 mg/cm2)
include:
1. Existing paint on metal stair railings requiring removal for welding.
2. Existing shop primer on steel framing being modified, cut, or framed into
with new steel.
____________________________________________________________________________
IBI/114475 Section 02 82 02 – Lead-Based Paint Handling Procedures
Page 2 of 7
B.The minimum criteria by which the work shall be completed during disturbance of
lead-based paint are defined in these documents.
1.4 CODES AND REGULATIONS
A.The Contractor shall assume full responsibility and liability for the compliance
with all applicable Federal, State, and local regulations pertaining to work
practices, hauling and disposal, protection of workers, visitors to the site, and
persons occupying areas adjacent to the site. The Contractor is responsible for
providing medical examinations and maintaining medical records of personnel as
required by the applicable Federal, State, and local regulations. The Contractor
shall hold the Owner and Engineer harmless for failure to comply with any
applicable work, hauling, disposal, safety, health or other regulation on the part
of himself, his employees, or his subcontractors.
B.Federal Requirements which govern lead-based paint handling procedures or
hauling and disposal of lead-based paint waste materials include but are not
limited to, the following:
1.U.S. Department of Labor, Occupational Safety and Health Admin-
istration (OSHA) – 29 CFR 1926.62
2.U.S. Department of Housing and Urban Development (HUD) – Guidelines
For the Evaluation and Control of Lead-Based Paint Hazards in Housing
3.U.S. Environmental Protection Agency (EPA) – Lead; Renovation,
Repair, and Painting Program – 40 CFR 745
a.Certification Required - Beginning on April 22, 2010 contractors
performing renovation, repair and painting projects that disturb
lead-based paint in homes, child care facilities, and schools built
before 1978 must be certified and must follow specific work
practices to prevent lead contamination. Certified Firms must
ensure that:
i.All individuals performing activities that disturb painted
surfaces on behalf of the firm are either certified
renovators or have been trained by a certified renovator.
ii.A certified renovator is assigned to each renovation and
performs all of the certified renovator responsibilities.
iii.All renovations performed by the firm are performed in
accordance with the work practice standards of the Lead-
Based Paint Renovation, Repair, and Painting Program.
iv.Pre-renovation education requirements of the Lead-Based
Paint Renovation, Repair, and Painting Program are
performed.
v.The program’s recordkeeping requirements are met.
b.Training Required - Renovators are required to be certified by
April 22, 2010. A certified renovator must successfully complete
an eight-hour initial training course, including two hours of hands
on training, offered by an accredited training provider. The course
____________________________________________________________________________
IBI/114475 Section 02 82 02 – Lead-Based Paint Handling Procedures
Page 3 of 7
completion certificate serves as proof of certification. The Certified
Renovator:
i. Must provide on-the-job-training to workers on the work
practices they will be using in performing their assigned
tasks.
ii. Must be physically present at the work site when warning
signs are posted, while the work-area containment is being
established, and while the work-area cleaning is
performed.
iii. Must regularly direct work being performed by other
individuals to ensure that the work practices are being
followed, including maintaining the integrity of the
containment barriers and ensuring that dust or debris does
not spread beyond the work area.
iv. Must be available, either on-site or by telephone, at all
times renovations are being conducted.
v. Must have with them at the work site copies of their initial
course completion certificate and their most recent
refresher course completion certificate.
vi. Must prepare required records.
1.5 ADMINISTRATIVE, SUPERVISORY AND WORKING PERSONNEL
A. Lead-based Paint Project Supervisor: Provide a full-time Project Supervisor who
is experienced in administration and supervision of lead-based paint projects
including work practices, protective measures for building and personnel,
handling and disposal procedures, etc. This person is the Contractor's
Representative responsible for compliance with all applicable federal, state and
local regulations, particularly those relating to lead-based paint. The Supervisor
must have completed a course in lead-based paint handling procedures. The
Supervisor is to be a Competent Person as required by OSHA in 29 CFR 1926.
B. Lead-Based Paint Handlers: All lead-based paint handlers must have completed
a course in lead-based paint handling procedures. Train, in accordance with 29
CFR 1926, all workers in the dangers inherent in handling lead-based paint and
breathing lead dust and in proper work procedures and personal and area
protective measures.
1.6 DAILY LOG
A. The Contractor Shall: Maintain a daily log documenting the dates and time of but
not limited to, the following items:
1. Meetings; purpose, attendees, brief discussion.
2. Visitations; authorized and unauthorized.
3. Personnel, by name, entering and leaving the work area.
____________________________________________________________________________
IBI/114475 Section 02 82 02 – Lead-Based Paint Handling Procedures
Page 4 of 7
4.Special or unusual events, i.e. barrier breaching, equipment failures,
accidents.
5.OSHA air monitoring tests and test results.
6.Documentation of Contractor's completion of the following:
a.Inspection of work area preparation prior to start of removal and
daily thereafter.
b.Removal of any sheet plastic barriers
c.Contractor's inspections prior to encapsulation, enclosure or any
other operation that will conceal the condition of lead-based
painted materials or the substrate from which such materials have
been removed.
d.Removal of waste materials from work area.
e.Decontamination of equipment (list items).
f.Contractor’s final inspection.
7.Provide three (3) copies of this log to the Engineer at the completion of
the project.
1.7 INSPECTION
A.Prior to commencement of work, the Contractor shall inspect areas in which
work will be performed, and prepare a listing of damage to structure, surfaces,
equipment or of surrounding properties which could be misconstrued as damage
resulting from the work.
1.8 STOP WORK
A.If the Owner or the Engineer presents a written stop work order immediately and
automatically stop all work. All work areas shall be sealed and made safe in
accordance with HUD guidelines. Do not recommence work until authorized in
writing by Engineer.
1.9 TESTING LABORATORY SERVICES
A.The Owner’s Representative will perform wipe sampling in accordance with HUD
–Guidelines For the Evaluation and Control of Lead-Based Paint Hazards in
Housing – Chapter 15.
B.The Contractor shall conduct his own personal monitoring and laboratory testing
to meet OSHA 29 CFR 1926.62. This monitoring and laboratory testing shall be
provided by the Contractor at no additional cost to the Owner.
C.Additional testing and analysis required as a result of failing test results during
the course of the project or for clearance monitoring shall be the financial
responsibility of the Contractor.
____________________________________________________________________________
IBI/114475 Section 02 82 02 – Lead-Based Paint Handling Procedures
Page 5 of 7
D. The Contractor shall conduct Toxicity Characteristic Leachate Procedure
Analysis (TCLP) to determine if the contents of waste may be disposed as
construction debris or as a hazardous waste.
1.10 TEMPORARY FACILITIES
A. Temporary Water Service Connection: All connections to the Owner's hot and
cold-water system shall include backflow protection provided by the Contractor.
Valves shall be temperature and pressure rated for operation of the
temperatures and pressures encountered. After completion of use, connections
and fittings shall be removed without damage or alteration to existing water
piping and equipment. Leaking or dripping valves shall not be allowed.
B. Electrical Service: The Contractor shall provide a grounded temporary electric
power service and distribution system of sufficient size, capacity, and power
characteristics to accommodate performance of work during the construction
period. Install temporary lighting adequate to provide sufficient illumination for
safe work and traffic conditions in every area of work. Protect each circuit with a
ground fault circuit interrupter (GFCI) of proper size located in the temporary
panel. Do not use outlet type GFCI devices. Lockout all existing power to or
through the work area. Unless specifically noted otherwise existing power and
lighting circuits to the Work Area are not to be used.
1.11 WORKER PROTECTION
A. The Contractor shall require all workers to adhere to HUD guidelines and OSHA
regulations.
B. OSHA 1926.62 requires the Contractor to conduct an Initial Exposure
Assessment, including personal air sampling and analysis, to determine if any
employee may be exposed to lead at or above the action level.
C. Hygiene facilities and practices including requirements that workers NOT eat,
drink, smoke, chew tobacco or gum, or apply cosmetics in the Work Area;
change areas, showers, eating facilities and hand washing facilities are outlined
in OSHA 1926.62.
D. Respiratory protection including respirator selection, respirator usage and
respirator program is outlined in OSHA 1926.62 and OSHA 1910.134.
E. Protective work clothing and equipment including provision and use, and
cleaning and replacement is outlined in OSHA 1926.62.
F. Housekeeping requirements including maintenance of lead free surfaces, clean-
up and HEPA vacuuming are outlined in OSHA 1926.62.
G. Medical surveillance including biological monitoring is outlined in OSHA 1926.62.
H. Medical removal protection is outlined in OSHA 1926.62.
____________________________________________________________________________
IBI/114475 Section 02 82 02 – Lead-Based Paint Handling Procedures
Page 6 of 7
2 PART 2 PRODUCTS
NOT APPLICABLE
3 PART 3 EXECUTION
3.1 LEAD -BASED PAINT HANDLING PROCEDURES
A.Lead-based paint disturbance including handling and containerization of lead-
based paint and painted components shall be completed in strict accordance
with the standard protocols established by HUD including, but not limited to,
decontamination and waste removal procedures.
B.Interior and exterior work area protection according to HUD – Guidelines For the
Evaluation and Control of Lead-Based Paint Hazards in Housing – Chapter 8 -
includes plasticizing floors, airlock flaps on doorways, warning signs, lockout of
HVAC and removal of furniture and equipment.
C.Interior and exterior work area cleanup according to HUD – Guidelines For the
Evaluation and Control of Lead-Based Paint Hazards in Housing – Chapter 14 –
includes HEPA vacuuming and wet-cleaning procedures.
D.Approved paint removal methodology:
1.Heat gun operated below 1,100 F.
2.HEPA equipped mechanical tools
3.W et scraping
4.Chemical removal (not methylene chloride)
E.Prohibited paint removal methodology:
1.Open flame burning or torching.
2.Machine grinding or sanding without HEPA.
.
3.Uncontaminated hydroblasting or high pressure washing.
4.Abrasive blasting or sandblasting without HEPA.
5.Methylene chloride based chemical removers.
F.All systems which may be disturbed in the performance of the work, located
either inside or outside of the work area, including but not limited to electrical
system, plumbing system, speaker system, fire alarm system, smoke alarm
system, computer system, telecommunications system, clock system, etc. shall
be protected from damage. Support systems as necessary to prevent damage
during the performance of the work. Any damage to systems during the
____________________________________________________________________________
IBI/114475 Section 02 82 02 – Lead-Based Paint Handling Procedures
Page 7 of 7
performance of lead-based paint handling procedures is the responsibility of the
Contractor.
G. Work Areas shall be isolated from the surrounding environment in accordance
with HUD regulations.
H. Work Areas shall be placarded with signs that conform to HUD and OSHA
standards.
3.2 TRANSPORT AND DISPOSAL
A. The Contractor shall dispose of all removed materials in accordance with NYS
and HUD regulations.
B. Lead-based paint materials which have been removed from the building shall not
be stored at the site overnight unless in a locked dumpster or locked truck.
3.3 PROJECT DECONTAMINATION
A. The Work Area shall be cleaned in accordance with HUD guidelines and to the
satisfaction of the analytical testing laboratory technician.
B. After the area has been cleaned and is determined to be dry, the contractor and
the Environmental Consultant shall perform a complete Visual Inspection of the
entire Work Area. If any debris, residue, dust or other matter is found the
Contractor shall repeat final cleaning and continue decontamination procedure
from that point.
C. If Clearance Criteria are not met, repeat Final Cleaning and continue
Decontamination procedure from that point. The Contractor will be responsible
for the cost incurred by the Owner for additional testing after the
Decontamination has been repeated.
3.4 REPAIRS AND FINAL CLEANING
A. Prior to leaving the site and prior to final payment for the work, the Contractor
shall repair all damages made to building structure(s) (except those structures
scheduled for demolition) including, but not limited to, nail holes, duct tape
marks, etc. from the temporary barrier system. The finishes shall be patched to
match the existing colors and textures. All miscellaneous materials generated by
the Contractor’s activities shall be removed and properly disposed of as deter-
mined by the Engineer.
END OF SECTION
IBI/114475 05 01 70.61 - 1
SECTION 05 01 70.61
DECORATIVE METAL REPAIR
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Decorative metal repairs as follows:
a.Repairing metal and replacing damaged and missing components in place.
b.Removing metal for shop repair and replacement of components;
reinstalling repaired metal.
c.Painting steel uncovered during the Work.
d.Installing wood rails supported by or attached to decorative metal railings
or brackets.
1.2 REFERENCES
A.American Welding Society Standards:
1.A5.1/A5.1M:2012 Specification for Carbon Steel Electrodes for Shielded Metal
Arc Welding.
2.A5.2/A5.2M:2018 Specification for Carbon and Low Alloy Steel Rods for Oxyfuel
Gas Welding.
3.A5.5/A5.5M:2014 Specification for Low-Alloy Steel Electrodes for Shielded Metal
Arc Welding.
4. A5.8M/A5.8:2011-AMD1 Specification for Filler Metals for Brazing and Braze
Welding.
5.A5.11/A5.11M:2018 Specification for Nickel and Nickel-Alloy Welding Electrodes
for Shielded Metal Arc Welding.
6. A5.15-90 (R2016) Specification for Welding Electrodes and Rods for Cast Iron.
7.A5.18/A5.18M:2017 Specification for Carbon Steel Electrodes and Rods for Gas
Shielded Arc Welding.
8. A5.28/A5.28M:2005 (R2015) Specification for Low-Alloy Steel Electrodes and
Rods for Gas Shielded Arc Welding.
9. A5.31M/A5.31:2012 Specification for Fluxes for Brazing and Braze Welding.
10.C1.4M/C1.4:2017, Specification for Resistance Welding of Carbon and Low-Alloy
Steels.
11. D11.2-89 (R2006), Guide for Welding Iron Castings.
12.G2.1M/G2.1:2012, Guide for the Joining of Wrought Nickel-Based Alloys.
1.3 PREINSTALLATION MEETINGS
A.Preinstallation Conference: Conduct conference at Project site.
IBI/114475 05 01 70.61 - 2
1.4 SUBMITTALS
A. Shop Drawings:
1. Include plans, elevations, and sections showing locations and extent of repair
and replacement work, with enlarged details of replacement parts indicating
materials, profiles, methods of attachment, accessory items, and finishes.
2. Include field-verified dimensions.
B. Samples: For the following:
1. Newel caps to verify profile with existing material.
2. Each type of new material to be used for replacing existing or missing decorative
metal.
3. Fittings and brackets.
4. Each type of exposed connection between components. Show method of
finishing components at connections.
5. Each type of anchor and miscellaneous support in required finishes.
C. Testing: Provide tests and results of type of metals requiring welding.
D. Procedures: Provide written procedures for welding different types of metals involved in
the restoration of stair railing systems.
1.5 QUALITY ASSURANCE
A. Mockups: Prepare mockup of decorative metal repair processes on existing surfaces to
demonstrate aesthetic effects and to set quality standards for materials and execution
and for fabrication and installation.
1. Extension of newel posts at one landing including post weldment and top rail
installation.
2. Approval of mockups does not constitute approval of deviations from the
Contract Documents contained in mockups unless Architect specifically approves
such deviations in writing.
3. Subject to compliance with requirements, approved mockups may become part
of the completed Work if undisturbed at time of Substantial Completion.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Pack, deliver, and store decorative metal items in suitable packs, heavy-duty cartons,
or wooden crates; surround with sufficient packing material to ensure that products are
not deformed, cracked, or otherwise damaged.
B. Store decorative metal inside a well-ventilated area, protected from weather, moisture,
soiling, abrasion, extreme temperatures, and humidity.
IBI/114475 05 01 70.61 - 3
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A.Structural Performance: Railings and handrails, including attachment to building
construction, shall withstand the effects of gravity loads and the following loads and
stresses within limits and under conditions indicated:
1.Uniform load of 50 lbf/ft. (0.73 kN/m) applied in any direction.
2.Concentrated load of 200 lbf (0.89 kN) applied in any direction.
3.Uniform and concentrated loads need not be assumed to act concurrently.
2.2 METAL MATERIALS
A.General: Provide decorative metal materials made of the alloys, forms, and types that
match existing metals and have the ability to receive finishes matching existing finishes
unless otherwise indicated. Exposed-to-view surfaces exhibiting imperfections
inconsistent with existing materials are unacceptable.
B.Source Limitation for Replacement Cast Materials: Obtain castings for decorative metal
repair from single source from single manufacturer with resources to provide materials
of consistent quality in appearance and physical properties.
C.Steel: Standard and grade designated below for each form required:
1.Tubing: Cold formed, ASTM A500/A500M.
2.Steel Plate, Shapes, and Bars: ASTM A36/A36M.
3.Steel Bars: Mild steel; ASTM A29/A29M, Grade 1010.
4.Steel Sheet: ASTM A1008/A1008M, cold-rolled commercial steel sheet; matte
finish; suitable for exposed applications.
D.Cast Iron: Standard designated below for each type of casting:
1. Gray-Iron Castings: ASTM A48/A48M, Class 30.
2.Malleable-Iron Castings: ASTM A47/A47M, grade as recommended in writing by
fabricator for type of use indicated.
2.3 PREPARATORY CLEANING MATERIALS
A.Abrasive Materials:
1.Abrasives for Ferrous Metal Cleaning: Aluminum oxide paper, emery paper, fine
steel wool, steel scrapers, and steel-wire brushes of various sizes.
B.Antirust Coating: Fast-curing, lead- and chromate-free, self-curing, universal modified-
alkyd primer according to MPI #23 (surface-tolerant, anticorrosive metal primer).
1.Surface Preparation: Use coating requiring no better than SSPC-SP 2, "Hand
Tool Cleaning" or SSPC-SP 3, "Power Tool Cleaning" surface preparation
according to manufacturer's literature or certified statement.
IBI/114475 05 01 70.61 - 4
2. VOC Limit: Use coating with a VOC content of 400 g/L (3.3 lb/gal.) or less.
2.4 FASTENERS
A. Fasteners: Fasteners of the same basic metal as fastened metal unless otherwise
indicated. Use metals that are noncorrosive and compatible with each metal joined.
1. Match existing fasteners in material and in type of fastener unless otherwise
indicated.
2. Use concealed fasteners for interconnecting decorative metal components and
for attaching them to other work unless exposed fasteners are unavoidable or the
existing fastening method].
3. For exposed fasteners, use Phillips-type machine screws of head profile flush
with metal surface unless otherwise indicated.
4. Finish heads of exposed fasteners to match finish of metal fastened unless
otherwise indicated.
B. Anchors, General: Use bolt heads of same basic metal as fastened metal unless
otherwise indicated. Use metals that are noncorrosive and compatible with each metal
anchored.
C. Post-Installed Structural or Non-Structural Anchors: Fastener systems; with working
capacity greater than or equal to the design load, according to an evaluation report
acceptable to authorities having jurisdiction, based on ICC-ES AC01 or AC58 as
appropriate for the substrate.
1. Uses: Securing railings and handrails to masonry.
2. Material for Interior Locations: Carbon-steel components zinc-plated to comply
with ASTM B633 or ASTM F1941 (ASTM F1941M), Class Fe/Zn 5, unless
otherwise indicated.
2.5 MISCELLANEOUS MATERIALS
A. Welding Electrodes and Filler Metal: Select according to AWS specifications for metal
alloy welded; use metal type and alloy as recommended in writing by producer of metal
to be welded or filled and as required for color match, strength, and compatibility in
fabricated items.
B. Brazing Rods for Cast-Iron Components: Type and alloy as recommended in writing by
brazing-rod manufacturer and as required for strength and compatibility in fabricated
items.
C. Metal-Patching Compound: Two-part, polyester-resin metal-patching compound; knife-
grade formulation as recommended in writing by manufacturer for type of metal repair
indicated, tooling time required for the detail of work, and site conditions. Compound
shall be produced for filling metal that has deteriorated because of corrosion. Filler
shall be capable of filling deep holes and spreading to feather edge.
IBI/114475 05 01 70.61 - 5
D.Anchoring Cement: Factory-packaged, nonshrink, nonstaining, hydraulic-controlled
expansion cement formulation for mixing with water at Project site to create pourable
anchoring, patching, and grouting compound.
1.Water-Resistant Product: At exterior locations, provide formulation that is
resistant to erosion from water exposure without needing protection by a sealer
or waterproof coating and that is recommended in writing by manufacturer for
exterior use.
E.Other Products: Select materials and methods of use based on the following, subject to
approval of a mockup:
1.Previous effectiveness in performing the work involved.
2.Little possibility of damaging exposed surfaces.
3.Consistency of each application.
4.Uniformity of the resulting overall appearance.
5.Do not use products or tools that could do the following:
a.Remove, alter, or in any way harm the present or future condition of
existing surfaces, including surrounding surfaces not in the Contract.
b.Leave an unintended residue on surfaces.
2.6 METAL FABRICATION
A.Fabricate repairs of decorative metal items and components in sizes and profiles to
match existing decorative metal, with accurate curves, lines, and angles. Mill joints to a
tight, hairline fit.
B.Provide uniform, neat seams with minimum exposure of welds.
C.Provide rebates, lugs, and brackets necessary to assemble components and to attach
to existing work. Drill and tap for fasteners. Use concealed fasteners where possible;
use exposed fasteners to match existing work.
D.Comply with AWS for recommended practices in welding and brazing. Provide welds
behind finished surfaces without distorting or discoloring exposed side. Clean exposed
welded joints of flux, and dress exposed and contact surfaces.
1.Use materials and methods that match color of base metal, minimize distortion,
and develop maximum strength and corrosion resistance.
2.Remove flux immediately.
3.At exposed connections, match contours of adjoining surfaces, and finish
exposed surfaces smooth and blended so no roughness shows after finishing.
2.7 FINISHES, GENERAL
A.Appearance of Finished Work: Noticeable variations in same piece are not acceptable.
Variations in appearance of adjoining components are acceptable if they are within the
range of approved Samples and are assembled or installed to minimize contrast.
IBI/114475 05 01 70.61 - 6
2.8 FERROUS METAL FINISHES
A. Finish Primer: Primer complying with applicable requirements in 09 91 13 – Exterior
Painting and 09 91 23 – Interior Painting for finish painting of primed existing metal.
PART 3 - EXECUTION
3.1 DECORATIVE METAL REPAIR, GENERAL
A. Repair Appearance Standard: Repaired surfaces are to have a uniform appearance as
viewed from two feet away by Architect.
B. Test existing metals requiring welds for type of metal and proper procedures for
welding, brazing, or soldering according to the American Welding Society’s Soldering
Handbook and Welding Handbook.
C. Mechanical Non-Lead Coating Removal: Sand coating down to metal using a minimum
of three steps of sanding using a finer grit at each progressive step.
D. Remove paint that is tested to contain lead as specified in Section 02 82 02 – Lead-
based Paint Handling Procedure.
E. In repairing items, disturb remaining existing work as minimally as possible.
F. Repair Decorative Metal Item: Match existing materials and features.
G. Repair decorative metals by patching, piecing-in, splicing, or otherwise reinforcing
metals with new metal matching existing metal.
H. Replace Decorative Metal Component: Where indicated, duplicate and replace items
with new metal matching existing metal.
I. Weld base metal material as required in PART 1.2.A American Welding Society
reference section above.
J. Grind all welds, brazing, and soldering flush to the contours of the base metal.
3.2 REMOVAL, REPAIR, AND REINSTALLATION
A. Reinstalling Railing Posts: After posts have been inserted into sleeves, fill annular
space between post and sleeve with anchoring cement, mixed and placed to comply
with anchoring material manufacturer's written instructions. Leave anchorage joint
exposed, wipe off surplus anchoring material, and leave 1/8-inch (3-mm) buildup
sloped away from post.
B. Anchoring Existing Wood Rails: Secure wood rails to metal subrail or brackets from
bottom of wood rail. Make fastener heads flush to metal surface.
IBI/114475 05 01 70.61 - 7
3.3 PRIMING
A.Repair Primer: Apply immediately after completing a repair.
B.Finish Primer: Apply as soon after cleaning as possible.
3.4 FINISHING
A.Finish coating as specified in Section 09 91 23 – Interior Painting.
END OF SECTION
IBI/114475 05 52 13 - 1
SECTION 055213
PIPE AND TUBE RAILINGS
1.1 SUMMARY
A. Section Includes:
1. Steel pipe and tube railings.
B. Related Requirements:
1. Section 057300 "Decorative Metal Railings" for ornamental railings fabricated
from pipes and tubes.
1.2 COORDINATION
A. Coordinate selection of shop primers with topcoats to be applied over them. Comply
with paint and coating manufacturers' written recommendations to ensure that shop
primers and topcoats are compatible with one another.
B. Coordinate installation of anchorages for railings. Furnish setting drawings, templates,
and directions for installing anchorages, including sleeves, concrete inserts, anchor
bolts, and items with integral anchors, that are to be embedded in concrete or
masonry. Deliver such items to Project site in time for installation.
C. Schedule installation so wall attachments are made only to completed walls. Do not
support railings temporarily by any means that do not satisfy structural performance
requirements.
1.3 SUBMITTALS
A. Product Data: For the following:
1. Grout, anchoring cement, and paint products.
B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other
work.
C. Samples: For each type of exposed finish required.
1. Wall and newel post mounting flanges.
D. Welding certificates.
E. Product Test Reports: For pipe and tube railings, for tests performed by a qualified
testing agency, according to ASTM E894 and ASTM E935.
IBI/114475 05 52 13 - 2
1.4 QUALITY ASSURANCE
A.Welding Qualifications: Qualify procedures and personnel according to the following:
1.AWS D1.1/D1.1M, "Structural Welding Code - Steel."
1.5 FIELD CONDITIONS
A.Field Measurements: Verify actual locations of existing walls, newel posts, railings, and
other construction contiguous with metal fabrications by field measurements before
fabrication.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A.Structural Performance: Railings, including attachment to building construction, shall
withstand the effects of gravity loads and the following loads and stresses within limits
and under conditions indicated:
1.Top Rails of Guards:
a.Uniform load of 50 lbf/ ft. (0.73 kN/m) applied in any direction.
b.Concentrated load of 200 lbf (0.89 kN) applied in any direction.
c.Uniform and concentrated loads need not be assumed to act concurrently.
2.2 METALS, GENERAL
A.Metal Surfaces, General: Provide materials with smooth surfaces, without seam marks,
roller marks, rolled trade names, stains, discolorations, or blemishes.
B.Flanges and Anchors: Cast or formed metal of same type of material and finish as
supported rails unless otherwise indicated.
2.3 STEEL AND IRON
A.Tubing: ASTM A500 (cold formed) or ASTM A513; radiused corners at ¼ inch.
B.Pipe: ASTM A53/A53M, Type F or Type S, Grade A, Standard Weight (Schedule 40),
unless another grade and weight are required by structural loads.
1.Provide galvanized finish for exterior installations and where indicated.
C.Plates, Shapes, and Bars: ASTM A36/A36M.
D.Cast Iron: Either gray iron, ASTM A48/A48M, or malleable iron, ASTM A47/A47M,
unless otherwise indicated.
IBI/114475 05 52 13 - 3
2.4 FASTENERS
A. General: Provide the following:
1. Ungalvanized-Steel Railings: Plated steel fasteners complying with ASTM B633
or ASTM F1941 (ASTM F1941M), Class Fe/Zn 5 for zinc coating.
2. Provide exposed fasteners with finish matching appearance, including color and
texture, of railings.
B. Fasteners for Anchoring Railings to Other Construction: Select fasteners of type,
grade, and class required to produce connections suitable for anchoring railings to
other types of construction indicated and capable of withstanding design loads.
C. Post-Installed Anchors: Torque-controlled expansion anchors or chemical anchors
capable of sustaining, without failure, a load equal to 6 times the load imposed when
installed in unit masonry and 4 times the load imposed when installed in concrete, as
determined by testing according to ASTM E488/E488M, conducted by a qualified
independent testing agency.
1. Material for Interior Locations: Carbon-steel components zinc-plated to comply
with ASTM B633 or ASTM F1941 (ASTM F1941M), Class Fe/Zn 5, unless
otherwise indicated.
2.5 MISCELLANEOUS MATERIALS
A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal
alloy welded.
B. Etching Cleaner for Galvanized Metal: Complying with MPI#25.
C. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20
and compatible with paints specified to be used over it.
D. Shop Primers: Provide primers that comply with Section 099113 "Exterior Painting" and
Section 099123 "Interior Painting."
E. Intermediate Coats and Topcoats: Provide products that comply with Section 099113
"Exterior Painting" and Section 099123 "Interior Painting."
F. Anchoring Cement: Factory-packaged, nonshrink, nonstaining, hydraulic-controlled
expansion cement formulation for mixing with water at Project site to create pourable
anchoring, patching, and grouting compound.
1. Water-Resistant Product: At exterior locations provide formulation that is
resistant to erosion from water exposure without needing protection by a sealer
or waterproof coating and that is recommended by manufacturer for exterior use.
IBI/114475 05 52 13 - 4
2.6 FABRICATION
A.General: Fabricate railings to comply with requirements indicated for design,
dimensions, member sizes and spacing, details, finish, and anchorage, but not less
than that required to support structural loads.
B. Shop assemble railings to full extent, field splicing is not acceptable.
C.Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a
radius of approximately 1/32 inch (1 mm) unless otherwise indicated. Remove sharp or
rough areas on exposed surfaces.
D.Form work true to line and level with accurate angles and surfaces.
E.Cut, reinforce, drill, and tap as indicated to receive finish hardware, screws, and similar
items.
F.Connections: Fabricate railings with either welded or nonwelded connections unless
otherwise indicated.
G.Welded Connections: Cope components at connections to provide close fit, or use
fittings designed for this purpose. Weld all around at connections, including at fittings.
1.Use materials and methods that minimize distortion and develop strength and
corrosion resistance of base metals.
2.Obtain fusion without undercut or overlap.
3.Remove flux immediately.
4.At exposed connections, finish exposed surfaces smooth and blended so no
roughness shows after finishing and welded surface matches contours of
adjoining surfaces.
H.Nonwelded Connections: Connect members with concealed mechanical fasteners and
fittings. Fabricate members and fittings to produce flush, smooth, rigid, hairline joints.
1.Fabricate splice joints for field connection using an epoxy structural adhesive if
this is manufacturer's standard splicing method.
I.Form Changes in Direction as Follows:
1.By bending.
J.For changes in direction made by bending, use jigs to produce uniform curvature for
each repetitive configuration required. Maintain cross section of member throughout
entire bend without buckling, twisting, cracking, or otherwise deforming exposed
surfaces of components.
K.Close exposed ends of railing members with prefabricated end fittings.
L.Provide wall returns at ends of wall-mounted handrails unless otherwise indicated.
Close ends of returns unless clearance between end of rail and wall is 1/4 inch (6 mm)
or less.
IBI/114475 05 52 13 - 5
M. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges,
miscellaneous fittings, and anchors to interconnect railing members to other work
unless otherwise indicated.
1. At brackets and fittings fastened to plaster or gypsum board partitions, provide
crush-resistant fillers or other means to transfer loads through wall finishes to
structural supports and prevent bracket or fitting rotation and crushing of
substrate.
2.7 STEEL AND IRON FINISHES
A. Galvanized Railings:
1. Hot-dip galvanize exterior steel railings, including hardware, after fabrication.
2. Comply with ASTM A123/A123M for hot-dip galvanized railings.
3. Do not quench or apply post galvanizing treatments that might interfere with paint
adhesion.
B. Preparing Galvanized Railings for Shop Priming: After galvanizing, thoroughly clean
railings of grease, dirt, oil, flux, and other foreign matter, and treat with etching cleaner.
C. For nongalvanized-steel railings, provide nongalvanized ferrous-metal fittings,
brackets, fasteners, and sleeves; however, galvanize anchors to be embedded in
exterior concrete or masonry.
D. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with
SSPC-SP 3, "Power Tool Cleaning."
E. Primer Application: Apply shop primer to prepared surfaces of railings unless otherwise
indicated. Comply with requirements in SSPC-PA 1, "Shop, Field, and Maintenance
Painting of Steel," for shop painting. Primer need not be applied to surfaces to be
embedded in concrete or masonry.
1. Shop prime uncoated railings with universal shop primer unless indicated.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Fit exposed connections together to form tight, hairline joints.
B. Perform cutting, drilling, and fitting required for installing railings. Set railings accurately
in location, alignment, and elevation; measured from established lines and levels and
free of rack.
1. Do not weld, cut, or abrade surfaces of railing components that are coated or
finished after fabrication and that are intended for field connection by mechanical
or other means without further cutting or fitting.
2. Set posts plumb within a tolerance of 1/16 inch in 3 feet (2 mm in 1 m).
IBI/114475 05 52 13 - 6
3.Align rails so variations from level for horizontal members and variations from
parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch
in 12 feet (6 mm in 3.5 m).
C.Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating
metals and other materials from direct contact with incompatible materials.
1.Coat, with a heavy coat of bituminous paint, concealed surfaces of aluminum that
are in contact with grout, concrete, masonry, wood, or dissimilar metals.
D.Adjust railings before anchoring to ensure matching alignment at abutting joints.
E.Fastening to In-Place Construction: Use anchorage devices and fasteners where
necessary for securing railings and for properly transferring loads to in-place
construction.
3.2 RAILING CONNECTIONS
A.Nonwelded Connections: Use mechanical or adhesive joints for permanently
connecting railing components. Seal recessed holes of exposed locking screws using
plastic cement filler colored to match finish of railings.
B.Welded Connections: Use fully welded joints for permanently connecting railing
components. Comply with requirements for welded connections in "Fabrication" Article
whether welding is performed in the shop or in the field.
C.Expansion Joints: Install expansion joints at locations indicated but not farther apart
than required to accommodate thermal movement. Provide slip-joint internal sleeve
extending 2 inches (50 mm) beyond joint on either side, fasten internal sleeve securely
to one side, and locate joint within 6 inches (150 mm) of post.
3.3 ANCHORING POSTS
A.After posts are inserted into existing sleeves, fill annular space between post and
sleeve with anchoring cement, mixed and placed to comply with anchoring material
manufacturer's written instructions.
B.Cover anchorage joint with flange of same metal as post, attached to post with set
screws.
C.Leave anchorage joint exposed with 1/8-inch (3-mm) buildup, sloped away from post.
3.4 ATTACHING RAILINGS
A.Anchor railing ends at walls with round flanges anchored to wall construction and
connected to railing ends using nonwelded connections.
B.Anchor railing ends to metal surfaces with flanges bolted to metal surfaces and
connected to railing ends using nonwelded connections.
IBI/114475 05 52 13 - 7
3.5 ADJUSTING AND CLEANING
A. Clean by washing thoroughly with clean water and soap and rinsing with clean water.
B. Touchup Painting: Immediately after erection, clean field welds, bolted connections,
and abraded areas of shop paint, and paint exposed areas with the same material as
used for shop painting to comply with SSPC-PA 1 requirements for touching up shop-
painted surfaces.
1. Apply by brush or spray to provide a minimum 2.0-mil (0.05-mm) dry film
thickness.
C. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas, and
repair galvanizing to comply with ASTM A780/A780M.
3.6 PROTECTION
A. Protect finishes of railings from damage during construction period with temporary
protective coverings approved by railing manufacturer. Remove protective coverings at
time of Substantial Completion.
END OF SECTION
IBI/114475 09 91 13
SECTION 09 91 13
EXTERIOR PAINTING
PART 1 - GENERAL
1.1 SUMMARY
A.Section includes surface preparation and application of exterior coating systems on the
following substrates:
1.Exterior Substrates:
a.Galvanized metal.
1.2 DEFINITIONS
A.Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees,
according to ASTM D 523, an eggshell finish.
B.Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523, a semi-gloss
finish.
C.Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523, a gloss finish.
D.Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523, a high-
gloss finish.
1.3 ACTION SUBMITTALS
A.Product Data: For each type of product indicated. Include preparation requirements
and application instructions.
B.Samples for Initial Selection: For each type of topcoat product indicated.
C.Samples for Verification: For each type of coating system and in each color and gloss
of topcoat indicated.
1.Submit Samples on rigid backing, 8 inches (200 mm) square.
2.Step coats on Samples to show each coat required for system.
3.Label each coat of each Sample.
4.Label each Sample for location and application area.
D.Product List: For each product indicated, include the following:
1.Cross-reference to paint system and locations of application areas. Use same
designations indicated on Drawings and in schedules.
IBI/114475 09 91 13
2. VOC content.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Delivery and Handling: Deliver products to Project site in an undamaged condition in
manufacturer's original sealed containers, complete with labels and instructions for
handling, storing, unpacking, protecting, and installing. Packaging shall bear the
manufacturer's label with the following information:
1. Product name and type (description).
2. Batch date.
3. Color number.
4. VOC content.
5. Environmental handling requirements.
6. Surface preparation requirements.
7. Application instructions.
B. Store materials not in use in tightly covered containers in well-ventilated areas with
ambient temperatures continuously maintained at not less than 45 deg F (7 deg C).
1. Maintain containers in clean condition, free of foreign materials and residue.
2. Remove rags and waste from storage areas daily.
1.5 FIELD CONDITIONS
A. Apply coatings only when temperature of surfaces to be coated and surrounding air
temperatures are between 50 and 95 deg F (10 and 35 deg C).
B. Do not apply coatings when relative humidity exceeds 85 percent; at temperatures less
than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces.
C. Do not apply exterior coatings in snow, rain, fog, or mist.
D. Hazardous Materials: It is not expected that hazardous materials will be encountered
in the Work.
1. If suspected hazardous materials are encountered, do not disturb; immediately
notify Architect and Owner.
IBI/114475 09 91 13
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A.Basis-of -Design Product: Subject to compliance with requirements, provide The
Sherwin-Williams Company; products indicated or comparable product from one of the
following:
1.Benjamin Moore & Co.
2.PPG Architectural Finishes, Inc.
3.Tnemec Inc.
B.Source Limitations: Obtain paint materials from single source from single listed
manufacturer.
1.Manufacturer's designations listed on a separate color schedule are for color
reference only and do not indicate prior approval.
2.2 EXTERIOR COATINGS, GENERAL
A.Material Compatibility:
1.Provide materials for use within each coating system that are compatible with
one another and substrates indicated, under conditions of service and application
as demonstrated by manufacturer, based on testing and field experience.
2.For each coat in a coating system, provide products recommended in writing by
manufacturers of topcoat for use in coating system and on substrate indicated.
3.Provide products of same manufacturer for each coat in a coating system.
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.
4.Anti-Corrosive and Anti-Rust Paints Applied to Ferrous Metals: 250 g/L.
5. Zinc-Rich Industrial Maintenance Primers: 340 g/L.
6.Pre-Treatment Wash Primers: 420 g/L.
7.Floor Coatings: 100 g/L.
8.Shellacs, Clear: 730 g/L.
9.Shellacs, Pigmented: 550 g/L.
IBI/114475 09 91 13
C. Colors: As selected by Architect from manufacturer's full range.
2.3 SOURCE QUALITY CONTROL
A. Testing of Coating Materials: Owner reserves the right to invoke the following
procedure:
1. Owner will engage the services of a qualified testing agency to sample coating
materials. Contractor will be notified in advance and may be present when
samples are taken. If coating materials have already been delivered to Project
site, samples may be taken at Project site. Samples will be identified, sealed, and
certified by testing agency.
2. Testing agency will perform tests for compliance with product requirements.
3. Owner may direct Contractor to stop applying paints if test results show materials
being used do not comply with product requirements. Contractor shall remove
noncomplying coating materials from Project site, pay for testing, and recoat
surfaces coated with rejected materials. Contractor will be required to remove
rejected materials from previously coated surfaces if, on recoating with complying
materials, the two coatings are incompatible.
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. Verify suitability of substrates, including surface conditions
and compatibility with existing finishes and primers. Where acceptability of substrate
conditions is in questions, apply samples and perform in-situ testing to verify
compatibility, adhesion, and film integrity of new paint application.
1. Report, in writing, conditions that may affect application, appearance, or
performance of paint.
B. Verify suitability of substrates, including surface conditions and compatibility with
existing finishes and primers.
C. Proceed with coating application only after unsatisfactory conditions have been
corrected; application of coating indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Clean substrates of substances that could impair bond of coatings, 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 coating systems indicated.
IBI/114475 09 91 13
3.3 APPLICATION
A.Apply high-performance coatings according to manufacturer's written instructions and
recommendations in "MPI Architectural Painting Specification Manual."
1.Use applicators and techniques suited for coating and substrate indicated.
B.Tint each undercoat a lighter shade to facilitate identification of each coat if multiple
coats of the same material are to be applied. Tint undercoats to match color of finish
coat, but provide sufficient difference in shade of undercoats to distinguish each
separate coat.
C.If undercoats or other conditions show through final coat, apply additional coats until
cured film has a uniform coating finish, color, and appearance.
D.Apply coatings to produce surface films without cloudiness, spotting, holidays, laps,
brush marks, runs, sags, ropiness, or other surface imperfections. Produce sharp glass
lines and color breaks.
3.4 FIELD QUALITY CONTROL
A.Dry Film Thickness Testing: Owner will engage the services of a qualified testing and
inspecting agency to inspect and test coatings for dry film thickness.
1.Contractor shall touch up and restore coated surfaces damaged by testing.
2.If test results show that dry film thickness of applied coating does not comply with
coating manufacturer's written recommendations, Contractor shall pay for testing
and apply additional coats as needed to provide dry film thickness that complies
with coating manufacturer's written recommendations.
3.5 CLEANING AND PROTECTION
A.At end of each workday, remove rubbish, empty cans, rags, and other discarded
materials from Project site.
B.After completing coating application, clean spattered surfaces. Remove spattered
coatings by washing, scraping, or other methods. Do not scratch or damage adjacent
finished surfaces.
3.6 EXTERIOR COATING SCHEDULE
A.Galvanized-Metal Substrates:
1.Pigmented Polyurethane over Vinyl Wash Primer System:
a.Prime Coat: Primer, vinyl wash: S-W DTM Wash Primer, B71Y1, at 0.7 to
1.3 mils dry, per coat.
b.First Topcoat: Polyurethane, two-component, pigmented, matching second
topcoat.
IBI/114475 09 91 13
c.Second Topcoat: Polyurethane, two-component, pigmented, semi-gloss,
(Gloss Level 5), MPI #72: S-W Acrolon 218 HS Acrylic Polyurethane, B65-
650 Series, at 3.0 to 6.0 mils dry, per coat.
d.Second Topcoat: Polyurethane, two-component, pigmented, gloss, (Gloss
Level 6), MPI #72: S-W Acrolon 218 HS Acrylic Polyurethane, B60-600
Series, at 3.0 to 6.0 mils dry, per coat.
END OF SECTION
IBI/114475 09 91 23
SECTION 09 91 23
INTERIOR PAINTING
PART 1 - GENERAL
1.1 SUMMARY
A.Section includes surface preparation and application of interior coating systems on the
following substrates:
1.Interior Substrates:
a. Steel.
1.2 DEFINITIONS
A.Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees,
according to ASTM D 523, an eggshell finish.
B.Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523, a semi-gloss
finish.
C.Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523, a gloss finish.
D.Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523, a high-
gloss finish.
1.3 ACTION SUBMITTALS
A.Product Data: For each type of product indicated. Include preparation requirements
and application instructions.
B.Samples for Initial Selection: For each type of topcoat product indicated.
C.Samples for Verification: For each type of coating system and in each color and gloss
of topcoat indicated.
1.Submit Samples on rigid backing, 8 inches (200 mm) square.
2.Step coats on Samples to show each coat required for system.
3.Label each coat of each Sample.
4.Label each Sample for location and application area.
D.Product List: For each product indicated, include the following:
1.Cross-reference to paint system and locations of application areas. Use same
designations indicated on Drawings and in schedules.
IBI/114475 09 91 23
2. VOC content.
1.4 QUALITY ASSURANCE
A. Mockups: Apply mockups of each coating system indicated 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 coating system specified in Part 3.
a. 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.
3. Approval of mockups does not constitute approval of deviations from the
Contract Documents contained in mockups unless Architect specifically approves
such deviations in writing.
4. Subject to compliance with requirements, approved mockups may become part
of the completed Work if undisturbed at time of Substantial Completion.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Delivery and Handling: Deliver products to Project site in an undamaged condition in
manufacturer's original sealed containers, complete with labels and instructions for
handling, storing, unpacking, protecting, and installing. Packaging shall bear the
manufacturer's label with the following information:
1. Product name and type (description).
2. Batch date.
3. Color number.
4. VOC content.
5. Environmental handling requirements.
6. Surface preparation requirements.
7. Application instructions.
B. Store materials not in use in tightly covered containers in well-ventilated areas with
ambient temperatures continuously maintained at not less than 45 deg F (7 deg C).
1. Maintain containers in clean condition, free of foreign materials and residue.
2. Remove rags and waste from storage areas daily.
IBI/114475 09 91 23
1.6 FIELD CONDITIONS
A.Apply coatings only when temperature of surfaces to be coated and surrounding air
temperatures are between 50 and 95 deg F (10 and 35 deg C).
B.Do not apply coatings when relative humidity exceeds 85 percent; at temperatures less
than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces.
C.Hazardous Materials: It is not expected that hazardous materials will be encountered
in the Work.
1.If suspected hazardous materials are encountered, do not disturb; immediately
notify Architect and Owner.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A.Basis-of -Design Product: Subject to compliance with requirements, provide The
Sherwin-Williams Company; products indicated or comparable product from one of the
following:
1.Benjamin Moore & Co.
2.PPG Architectural Finishes, Inc.
3.Tnemec Inc.
B.Source Limitations: Obtain paint materials from single source from single listed
manufacturer.
1.Manufacturer's designations listed on a separate color schedule are for color
reference only and do not indicate prior approval.
2.2 INTERIOR COATINGS, GENERAL
A.Material Compatibility:
1.Provide materials for use within each coating system that are compatible with
one another and substrates indicated, under conditions of service and application
as demonstrated by manufacturer, based on testing and field experience.
2.For each coat in a coating system, provide products recommended in writing by
manufacturers of topcoat for use in coating system and on substrate indicated.
3.Provide products of same manufacturer for each coat in a coating system.
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.
IBI/114475 09 91 23
3. Primers, Sealers, and Undercoaters: 200 g/L.
4. Anti-Corrosive and Anti-Rust Paints Applied to Ferrous Metals: 250 g/L.
5. Zinc-Rich Industrial Maintenance Primers: 340 g/L.
6. Pre-Treatment Wash Primers: 420 g/L.
7. Floor Coatings: 100 g/L.
8. Shellacs, Clear: 730 g/L.
9. Shellacs, Pigmented: 550 g/L.
C. Low-Emitting Materials: Interior coatings shall comply with the testing and product
requirements of the California Department of Health Services' "Standard Practice for
the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale
Environmental Chambers."
D. Colors: As selected by Architect from manufacturer's full range.
2.3 SOURCE QUALITY CONTROL
A. Testing of Coating Materials: Owner reserves the right to invoke the following
procedure:
1. Owner will engage the services of a qualified testing agency to sample coating
materials. Contractor will be notified in advance and may be present when
samples are taken. If coating materials have already been delivered to Project
site, samples may be taken at Project site. Samples will be identified, sealed, and
certified by testing agency.
2. Testing agency will perform tests for compliance with product requirements.
3. Owner may direct Contractor to stop applying paints if test results show materials
being used do not comply with product requirements. Contractor shall remove
noncomplying coating materials from Project site, pay for testing, and recoat
surfaces coated with rejected materials. Contractor will be required to remove
rejected materials from previously coated surfaces if, on recoating with complying
materials, the two coatings are incompatible.
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. Verify suitability of substrates, including surface conditions
and compatibility with existing finishes and primers. Where acceptability of substrate
conditions is in questions, apply samples and perform in-situ testing to verify
compatibility, adhesion, and film integrity of new paint application.
IBI/114475 09 91 23
1.Report, in writing, conditions that may affect application, appearance, or
performance of paint.
B.Substrate Conditions:
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; application of coating indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A.Clean substrates of substances that could impair bond of coatings, 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 coating systems indicated.
B.Steel Substrates: Remove rust, loose mill scale, and shop primer if any. Clean using
methods recommended in writing by paint manufacturer but not less than the following:
1.SSPC-SP 11, "Power Tool Cleaning to Bare Metal."
C.Shop-Primed Steel Substrates: Clean field welds, bolted connections, and abraded
areas of shop paint, and paint exposed areas with the same material as used for shop
priming to comply with SSPC-PA 1 for touching up shop-primed surfaces.
3.3 APPLICATION
A.Apply coatings according to manufacturer's written instructions and recommendations
in "MPI Architectural Painting Specification Manual."
1.Use applicators and techniques suited for coating and substrate indicated.
B.Tint each undercoat a lighter shade to facilitate identification of each coat if multiple
coats of the same material are to be applied. Tint undercoats to match color of finish
coat, but provide sufficient difference in shade of undercoats to distinguish each
separate coat.
C.If undercoats or other conditions show through final coat, apply additional coats until
cured film has a uniform coating finish, color, and appearance.
D.Apply coatings to produce surface films without cloudiness, spotting, holidays, laps,
brush marks, runs, sags, ropiness, or other surface imperfections. Produce sharp glass
lines and color breaks.
3.4 FIELD QUALITY CONTROL
A.Dry Film Thickness Testing: Owner will engage the services of a qualified testing and
inspecting agency to inspect and test coatings for dry film thickness.
IBI/114475 09 91 23
1. Contractor shall touch up and restore coated surfaces damaged by testing.
2. If test results show that dry film thickness of applied coating does not comply with
coating manufacturer's written recommendations, Contractor shall pay for testing
and apply additional coats as needed to provide dry film thickness that complies
with coating manufacturer's written recommendations.
3.5 CLEANING AND PROTECTION
A. At end of each workday, remove rubbish, empty cans, rags, and other discarded
materials from Project site.
B. After completing coating application, clean spattered surfaces. Remove spattered
coatings by washing, scraping, or other methods. Do not scratch or damage adjacent
finished surfaces.
3.6 INTERIOR COATING SCHEDULE
A. Steel Substrates:
1. Pigmented Polyurethane over Epoxy Primer System:
a. Prime Coat: Primer, epoxy, anit-corrosive, for metal: S-W Macropoxy 646-
100, B58-600 Series. B73-620 Series, at 5 to 10 mils dry, per coat.
b. Intermediate Coat: Polyurethane, two-component, pigmented, matching
topcoat.
c. Topcoat: Polyurethane, two-component, pigmented, gloss: S-W
Waterbased Acrolon 100 Polyurethane, B65-720 Series, at 2.0 to 4.0 mils
dry, per coat.
END OF SECTION