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DESMAN
A S S O C I A T E S
ARCHITECTS x ENGINEERS x PLANNERS x PARKING CONSULTANTS x RESTORATION ENGINEERS
Page 1 of 7
Central Avenue Parking Garage
CAPG Bulletin No. 01 Dated January 7, 2009
The following construction documents for the project have been revised as noted.
Revisions to drawings included in this bulletin are indicated by delta and are dated 1/7/09.. This
listing is intended to alert the subcontractor to reasonably significant updates that may impact
pricing. Subcontractor is expected to fully review and familiarize him/herself with the entire
Contract Document prior to award.
General Statement:
Bulletin 01 includes the follow items:
- Changes associated with a revised strategy for providing power to the garage ( power
will now be fed from Milstein rather than from a manhole in the southwest corner of
the site).
- Additional information for clarification of design in response to RFI’s and University
comments.
Project Manual:
Add General Conditions for Guaranteed Maximum Cost Contract for CAPG, 60 pages. As a result add
General Conditions… 60 to the Table of Contents, Technical Specifications, Division 1 – General
Requirements before Section 01010 – Summary of Work.
CENTRAL AVENUE PARKING GARAGE Drawings
Mechanical Specification
x Mechanical TOS: added section 15832 Snow melting System.
x 15832 Snow melting System added section.
Electrical Specification
x Specification section 16010: “LEED” has been removed. Lighting control system
reference in 1.18 (A), 1 has been removed. Reference to motor control centers in same
part has been removed. A reference to Section 15992 has been replaced with references
to sections 01420, 01430, 01440, and 01450.
x Specification section 16080 Item 1.4G: Cornell EH&S has been included in the final
TH TH
49 WEST 37 STREET, 5 FLOOR, NEW YORK, NEW YORK 10018 PHONE 212 / 686-5360 FAX 212 / 779-1654
A DIVISION OF DESMAN INC. x NEW YORK x CHICAGO x WASHINGTON D.C. x LAS VEGAS x BOSTON x CLEVELAND x HARTFORD x BALTIMORE
DESMAN
A S S O C I A T E S
CAPG Bulletin No. 01
January 7, 2009
acceptance testing of the system.
Sprinkler Specification
x Specification section 15310 Item 3.01-B-10: Flushing and Cleaning requirements were
added.
Plumbing Specification
x Specification section 15255 “Electric Heat Tracing for Freeze Protection” was added.
x Specification section 15420: Item 2.03a – butterfly valve was changed to Nibco LD-
3022-5; Item 2.03b – Milwaukee ball valves were changed to Jamesbury; Item 2.03c –
needle valves were changed to ball valves; Item 2.04c - reference to similar backflow
preventer was omitted; Item 2.04d – paragraph calling for the Contractors submitt
backflow preventer application to Tompkins Country Health Depatment was added; Item
3.01B,C – references to gate valves were omitted.
x Specification Section 15428: Item 2.01A – “runouts” were deleted from insulation table:
Items 2.02 and 2.o3 were deleted.
x Specification 15430: Item 2.6A- reference to similar water meters was deleted; Items 2. 8
A, B, C were revised: Items 3.01C,D ware deleted.
x Specification 15450: Item 2.01B – sump pump model number was changed; Item 2.01I –
connections to BMS system was added; Item 2.-1M – pump cover specification was
revised.
Parking Garage Drawings:
C102
x Revise drawings as shown on attached Sketch SK-C001.
C103
x Replace previously issued drawing with revised Drawing C103 attached.
Page 2 of 7
DESMAN
A S S O C I A T E S
CAPG Bulletin No. 01
January 7, 2009
C202
x Replace previously issued drawing with revised Drawing C202 attached.
C301
x Revise detail 1/C301 as shown on attached Sketch SK-C002.
x Revise detail 2/C301 as shown on attached Sketch SK-C003.
x Revise detail 5/C301 as shown on attached Sketch SK-C004.
C302
x Revise detail 5/C301 to add information as shown on attached Sketch SK-C005.
L201
x Amend with sketch L201 SK-1 for (2) mountable curb and unit paver islands at the west
end of the garage.
L301
x Amend with sketch L301 SK-1 for modifications to the grading at the west entrance ramp
into the garage and grading information for unit paver islands.
L401
x Amend with sketch L401 SK-1 for (8) composite stone planters to be located at west end
of the garage and planting plan for planters.
L502
x Add sketch L502 SK-1 for planter detail.
L501 & L502
x Clarify that all jointing sand for unit pavers and granite setts shall be Techniseal HP
Polymeric Sand. Reference details 1/L501, 2/L501, 7/L501, 9/L501, 10/L501, 11/L501
and 5/L502
A102
x Added 8’X10’ room between col. line P8 and P7 to accommodate exhaust fan per
RFI #11 see sketch SK-010608-04.
A301
x Changed 35’-0” dimension at right of sections to 40’-0” ± and added a dimension
indicating bottom of sheet pile “Min. 15’-0” below adjacent footing excavation” see
sketch SK-010608-03.
A302
x Changed 35’-0” dimension at right of sections to 40’-0” ± and added a dimension
indicating bottom of sheet pile “Min. 15’-0” below adjacent footing excavation” see
sketch SK-010608-03.
A804
x Added signs for the Electrical and Mechanical Rooms see sketch SK-010608-01
Page 3 of 7
DESMAN
A S S O C I A T E S
CAPG Bulletin No. 01
January 7, 2009
S001
x Note 2 under “Permanent Sheet Pile Walls” shall read: The contractor shall furnish,
install and leave in place the permanent sheet pile walls to the dimensions and elevations
shown in the plans. The sheeting shall penetrate at least 15 feet below the bottom of adjacent
footing excavations (B2 level) and at places extend above the adjacent grade level - as shown
in the elevation drawings. The contractor shall strictly adhere to the construction sequence as
shown in the drawings. It is critical that excavation between the sheet piles shall not exceed
those shown in the construction sequence drawing (s-003), before the installation of the pipe
bracings/waler beams.
x Add notes 13, 14 & 15:
13. Seal Welding
The contractor must ensure that the sheet pile wall is made watertight by welding the
interlocks of the sheet piles. The welding of the common interlock of a pair may be done
before or after installation, according to the preference of the contractor, but all interlocks
must be welded before any finish is applied to the steel. The weld must extend from the
top of the sheet pile to the bottom of the base slab.
The function of the weld is to prevent the flow of any substance through the interlock.
The type, grade, size and application method of the weld must be submitted for approval
to the supervising engineer. The weld must be carried out in accordance with AWS D1.1.
The welding must also be performed in a manner that presents a regular surface that can
be easily cleaned and painted. The supervising engineer will ensure that the weld
performance is in accordance with the specification and has the right to reject any work
that does not.
14. Hydrophilic Stripping and Base Slab Sealant
The connection between the B2 level concrete slab and the Permanent Sheet Pile Wall
shall be made water tight. Provide two rows of Hydrophilic Strips, embedded in concrete,
along the entire perimeter of the Sheet Pile to create a continuous waterproof diaphragm
that will prevent migration of any fluid between the sheet pile wall and the B2 level slab.
Manufacturer recommended adhesive should be used for securing the strips to the face of
the Permanent Sheet Pile wall. Provide manufacturer recommended Hydrophilic Paste to
fill-in the stripping joints and to the areas where the stripping cannot be applied flush to
the face of the wall.
Placement and the application of Hydrophilic Strips and the Adhesive should be made
just prior to the placement of concrete.
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DESMAN
A S S O C I A T E S
CAPG Bulletin No. 01
January 7, 2009
Locate each row of Hydrophilic Stripping near and inside the top and bottom layers of
the slab reinforcement bars. Minimum 31/2 inches of concrete cover should be
maintained around the Hydrophilic Strips.
Use BBZ USA, Duroseal Gasket, Type U-2010 or OCM, Inc, Adeka Ultra Seal Type
MC-2010MN or other equivalent Hydrophilic Stripping, approved by the Engineer.
15. The axial load capacity shall be 50 kips per foot of wall based on a 40 foot deep sheet
pile. Contractor to verify load capacity utilizing a load test or equivalent approved
means.
M102
x Added snow melting system layout.
M103
x Added snow melting system layout.
M201
x FSM replaced with FD.
M401
x Added snow melting equipment schedules.
M401
x Added snow melting equipment schedules.
M501
x Added snow melting control diagram.
M502
x Added snow melting piping flow diagram and details.
E001
x Added tamper, pressure, and water flow switch symbols.
E101
x Adjusted parking gate and card reader configurations.
x Adjusted circuitry for parking gate and card readers.
E102
x Equipment tag for HVAC unit “EF-2-4” has been added to part plan.
x Heat tracing has been incorporated and circuited.
x Recessed lighting in stairwell leading to “B1” level from the “First Level” has been
circuited.
x Carbon monoxide detector system components are shown. The programmable controller
panel has been circuited.
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DESMAN
A S S O C I A T E S
CAPG Bulletin No. 01
January 7, 2009
x An electronic sprinkler alarm bell has been added.
E103
x Heat tracing has been incorporated and circuited.
x Main electrical room is shown as being fed from Milstein Hall.
x Carbon monoxide detector system components are shown.
x Proposed conduit routing from Milstein Hall to main electrical room in Central Avenue
Parking Garage is shown.
E301
x Riser has been adjusted to incorporate changed layout of feeding the garage from
Milstein Hall.
E401
x Appropriate circuiting changes have been made to reflect floor plan changes throughout
the project.
E402
x Blue light circuitry requirements have been included in the equipment schedule.
x Power supply for heat tracing has been added to the equipment schedule.
x Pump and snow melting control panel, associated with the snow melting system has been
added to the equipment schedule.
x Detail for carbon monoxide detector system has been added.
P001
x Sump pumps Model Numbers were changed as per manufacturer’s recommendations
(pump capacities and motor did not change).
P102
x Heat tracing for domestic water piping was added.
P103
x Heat tracing for domestic water piping was added.
x Two link-seal penetrations in mechanical room were deleted.
x Storm water inlets into sump pump SP-1 were re-configured.
P200
x Heat tracing for domestic water piping was added.
x Storm water inlets into sump pump SP-1 were re-configured.
P300
x Hanger detail was modified
x Link Seal detail was modified
x Standpipe detail was modified
Page 6 of 7
DESMAN
A S S O C I A T E S
CAPG Bulletin No. 01
January 7, 2009
x Duplex sump SP-1 detail was modified
x Duplex pump SP-2 detail was added
SP001
x Hydraulic calculation note No.8 was revised
x General note No.9 was revised.
x Water Motor Gong was changed to Electric Alarm Bell.
SP101
x Fire Extinguishers were denoted
SP102
x Sprinkler layout in electrical room was modified.
x Sprinkler layout in mechanical room was modified.
x Fire Extinguishers were denoted.
x System test connection was added.
SP200
x Alarm check valve detail was modified
x Link Seal detail was modified
Page 7 of 7
GENERAL CONDITIONS
FOR
GUARANTEED MAXIMUM COST CONTRACT
CENTRAL AVENUE PARKING GARAGE
CORNELL UNIVERSITY
ITHACA, NEW YORK
Rev.12-5-2008
GENERAL CONDITIONS
FOR
GUARANTEED MAXIMUM COST CONTRACT
Article Page
1 General Provisions and Definitions 1
2 Owner 8
3 Architect 8
4 Contractor 9
5 Subcontractors and Suppliers 13
6 Payments 14
7 Schedule 20
8 Shop Drawings and Samples 21
9 Pricing the Work 24
10 Premium Time 27
11 Monetary Claims and Demands upon Cornell University 27
12 Contractor's and Owner's Liability Insurance 28
13 Indemnification 31
14 Guarantees 32
15 Inspection and Tests 32
16 Substantial Completion - Right to Occupy 33
17 Safety and Protection 34
18 Royalties and Patents 36
19 Cornell University Information: Ownership and Control 36
20 Temporary Facilities and Services 37
21 Separate Contracts 37
22 Cornell University's Right to Terminate 38
23 Contractor's Right to Terminate 39
24 Assignment 39
25 Nondiscrimination & Affirmative Action 40
26 Cornell University Gift Policy 41
27 Accountings, Inspection and Audit 42
Rev.12-5-2008
ARTICLE 1 - GENERAL PROVISIONS AND DEFINITIONS
1.1 This Contract shall be governed by the laws of the State of New York, County of
Tompkins without reference to conflict of law principles. Any and all proceedings
relating to the subject matter hereof shall be maintained in New York State Supreme
Court, Tompkins County or the federal district court for the Northern District of New
York, which courts shall have exclusive jurisdiction for such purpose.
1.2 The term "Work" includes all materials, labor, services, equipment and facilities
necessary for the complete performance of this Contract.
1.3 The term "Contract" means the Agreement signed by the parties for the performance of
the Work and all Contract Documents referred to in the Agreement.
1.4 The intent of the Contract is that the Contractor shall perform all the Work required by
the Contract and that the cost to Cornell University shall not exceed the Guaranteed
Maximum Cost "as adjusted by Article 9 of the General Conditions".
1.5 The Contract Documents are complementary, and a requirement of any one shall be as
binding as if required by all. The organization of the Specifications into divisions,
sections, and articles, and the arrangement of drawings shall not control the Contractor
in dividing the Work among subcontractors or in establishing the extent of the Work to
be performed by any trade.
1.5.1 Preference
a) Should a conflict occur in or between or among any parts of the
Contract Documents that are entitled to equal preference, the more
expensive way of doing the Work, the better quality or greater quantity
of material shall govern, unless the Owner otherwise so directs.
b) Drawings and specifications are reciprocal. Anything shown on the
plans and not mentioned in the specifications, or mentioned in the
specifications and not shown on the plans, shall have the same effect as
is shown or mentioned in both.
c) In case of conflict between parts of the Contract Documents, the
following shall be given preference: (1) large scale detail drawings; (2)
large scale plan and section drawings; (3) small scale detail drawings;
and (4) small scale plan and section drawings.
d) Requirements of reference standard form a part of these specifications
to the extent indicated by the reference thereto. Where provisions of
reference standards conflict with provisions in these specifications, the
specifications shall govern.
Rev. 12-5-2008
1.6 Types of material and equipment specified by manufacturers' names and catalog
numbers in the specifications are intended to establish standards of quality and
performance and not to limit competition. Therefore, the Contractor may assume the
phrase "or approved equal" wherever specific materials and equipment are specified
unless specifically stated otherwise. The Contractor shall request in writing the
Architect's and Cornell University's approval of "or equal" substitutions and shall
assume the burden of proving such equality. The request must be made within 30 days
after award of the subcontract covering the applicable work together with supporting
data and samples necessary to evaluate the proposed substitution with respect to quality,
serviceability, warranty, and cost.
1.7 The Contractor assumes all risks and costs associated with acceptance or rejection of
proposed "or-equal" substitutions, including redesign and readjustment of all work
affected thereby.
1.8 Requests by the Contractor for the substitution of materials and equipment of lesser
quality and/or cost, but meeting the performance requirements of the specifications, must
be made to the Architect and Cornell University in writing within 60 days after award of
each subcontract together with supporting data and samples to permit evaluation of the
proposed substitution, including costs associated with redesign and rework.
1.9 The Contractor when designated by the specifications shall supply specified material
identified as being available through a Cornell University Purchasing contract without
substitution and shall pay for such material as part of the Cost of Work. All orders
placed must reference the Cornell University Purchasing Contract number and contain
the following statement: "All items ordered herein will be used solely in the performance
of contracted work for Cornell University."
1.10 The Contractor shall store, apply, install, test, connect, erect, use, clean and condition all
manufactured articles, materials and equipment as specified by the manufacturer unless
otherwise directed by the Architect.
1.11 The term "Guaranteed Maximum Cost" (GMC) means: The maximum amount payable
to the Contractor for the completion of all Work and the performance of all services
under the Contract, and is comprised of the Cost of Work (COW), General Conditions
(GC), Fee and Contingency.
a) To the extent the total of the actual COW, the actual GC costs and the remaining
Contingency exceed the limit for the total of these items, the Contractor hereby
assumes such excess. To the extent the actual COW and the actual GC costs are
less than the limit for the total of these items, Cornell University and the
Contractor shall share the savings (Savings) in accordance with the Agreement.
b) Only Change Orders for work ordered by Cornell University may increase or
decrease the Cost of Work (COW), General Conditions (GC), and Fee.
2 Rev. 12-5-2008
1.12 The term "Cost of Work" means: The net actual authorized costs necessarily incurred in
the proper performance of the work and paid by the Contractor, less any reimbursement
for scrap value and cash or trade discounts. Such costs shall be authorized by Cornell
University in accordance with Article 9 and shall include the following items:
a) All subcontracts let by the Contractor for work performed under and authorized
by this Contract.
b) The equipment and materials purchased by the Contractor which become part of
the work.
c) The Contractor's direct cost for work performed by the Contractor's own forces
rather than by subcontractors plus the agreed upon mark-ups as specified by the
Agreement.
d) Storage costs, if previously authorized by Cornell University, for material critical
to the progress of the job that are required by this Contract.
e) Storage charges for equipment and materials separately purchased by Cornell
University and assigned to the Contractor for installation, as specified in the
Agreement.
f) Cost of unloading, handling and installing Cornell University-furnished machinery,
equipment or fixtures, as specified.
g) Costs of standby labor.
h) Cost of subcontractor(s) bonds or bonding program.
i) Costs associated with substitutions described in 1.8 herein above.
j) Required governmental inspection and Filing Fees which are unique to this project.
The Owner has paid for and received the Building Permit.
k) All sales and use taxes applicable to the Work.
1.13 The term "General Conditions" means: The net actual costs incurred and paid by the
Contractor that are necessary to support the overall work and shall include only the cost
of the following items:
a) Contractor's on-site (field) supervisory, clerical and administrative personnel.
Such costs shall include wages, payroll taxes, contributions or taxes for
unemployment and workmen's compensation insurance, vacations, sickness and/or
accident plans, old age retirement benefits, and pensions or annuities required by
law, contract or existing pension plan. All personnel costs must be approved by
Cornell University prior to the Contractor's assignment of such personnel to the
project.
3 Rev. 12-5-2008
Subsistence or moving and living expenses, whichever Cornell University agrees
to for the Contractor's on-site (field) supervisory, clerical and administrative
personnel. Such expenses shall be reimbursed only to the extent they are
authorized in writing by Cornell University before such expenses are incurred by
the Contractor and are in accordance with the Contractor's then existing
subsistence/moving and living policy. Moving and living expenses will be paid
only for one move, (to the construction site only), for each eligible position.
b) Contractor's Field office facility as required to support the Contractor's activity on
the job site, including space, office equipment and utility hookups. Costs shall be
based on either purchase price or total anticipated rental, whichever is lower.
c) Telephone, facsimile, postage and express mailings to support the Contractor's
field operations.
d) Contractor's electric power, lighting, water and heat required to perform the Work
or required to protect the Work from weather damage shall be supplied by the
Owner, unless in the opinion of the Owner, the Contractor abuses this privilege.
e) Temporary safety-related protection in accordance with Article 17.
f) Royalties and patent license fees, except for the "defense" and "save Cornell
University harmless" provisions of Article 18.
g) Periodic project cleanup and trash removal to provide safe and orderly working
conditions and to minimize fire hazard.
h) Final cleanup prior to occupancy, including window washing, dusting of all
surfaces, carpet cleaning and vacuuming, floor washing, plumbing fixture
cleaning, etc.
i) Installation and operation of temporary hoists, scaffolds, ladders and runways as
required for proper execution of the Work.
j) Watchman or similar security services.
k) Surveys, test borings, measurements and layout work which are required for the
proper execution of the Work.
l) Photographs, digital imagery and/or video imagery generated for the Owner.
m) Snow and ice removal.
n) Barricades and safety equipment.
o) Temporary project sign.
4 Rev. 12-5-2008
p) Reasonable travel costs (supported by receipts) including transportation, meals
and hotel expenses for Contractor's supervisory field personnel incurred in
connection with expediting the work or attendance at off-site meetings requested
by Cornell University. Reimbursement for travel shall be limited to:
1) Actual costs of rental car, taxi, bus, railroad, or economy/tourist class air
travel.
2) Transportation by automobile in accordance with the Internal Revenue
Service Standard Mileage Rates, plus tolls and parking.
3) Reasonable actual lodging and meal expenses incurred while traveling.
q) Equipment such as computers, printers, cameras, copiers, trailers, vehicles and
furniture purchased or rented by the Contractor. If purchased, title to this
equipment shall pass to Cornell University upon completion or termination of the
Contract. Contractor shall furnish Cornell University with each invoice, an
inventory list of such equipment. The inventory list shall include the description,
quantity, cost and date acquired for all equipment.
r) Small tools, including maintenance and replacement. If purchased, title to these
tools shall pass to Cornell University upon completion or termination of the
Contract. Contractor shall furnish Cornell University with each invoice, an
inventory list of such tools. The inventory list shall include the description,
quantity, cost and date acquired for all equipment.
s) Preparation of shop and "as-built" drawings for presentation to the Architect who
will then incorporate the changes onto the project record mylar drawings.
t) Expendable items including field office stationery and supplies required for
carrying on the work.
u) Cost of CPM preparation, as required by Article 7.
v) Dust and pest control.
1.13.1 The cost of the following items are not allowable expenditures under the General
Conditions:
a) Cost of off-site personnel, including the Project Executive, unless authorized by the
Owner during negotiation of the Contract.
b) Purchasing, estimating, accounting, clerical and other services provided by the
home office.
c) Cost of bonuses unless authorized by the Owner during negotiation of the Contract.
d) Expenditures incurred prior to the start date of the Contract.
e) Recreational activities expenses.
5 Rev. 12-5-2008
f) Spouse/family-related travel expenses.
g) Airline or car rental upgrades.
h) Membership dues.
i) Employee car repairs.
j) Parking tickets.
k) Personal entertainment/gifts/souvenirs.
l) Late Fees/Annual Fees.
m) Excessive food and beverage charges.
n) Relocation costs and temporary housing etc. associated with the replacement of
Contractor’s employees who are replaced for lack of performance or who leave the
project, but remain with the Contractor’s firm. Exceptions to this would be
medical emergencies, involuntary return to military service etc.
1.14 The costs of the following items are not included in the Cost of Work or General
Conditions:
a) Machinery, equipment or fixtures furnished by Cornell University for installation
by the Contractor. (Reference Article 1.9 above)
b) The cost of correcting a specific item of work due to errors in performing the
work, the premium cost for installing subsequent work due to such errors, and
damage to the work which is not covered by the exception stated in Article 4.9 and
where the damage is covered under Article 12.
c) Any items not specifically and expressly included in Article 1.12 and 1.13 above.
1.15 The term "Fee" means: The amount Cornell University shall pay the Contractor to cover
the Contractor's costs for the following items:
a) Profit and overhead, except those costs included under General Conditions
pursuant to Article 1.13.
6 Rev. 12-5-2008
b) Supervision and administration (by the Contractor's main or branch office
personnel) of on-site (field) personnel for the complete performance of this
Contract, whether the work is performed by suppliers of materials and equipment,
subcontractors, or the Contractor's own forces.
c) Purchasing, estimating, accounting, clerical and other services performed at the
Contractor's main or branch offices and the supervision of such work.
d) Consultation by the Contractor's home office personnel with Owner and/or
Architect regarding design schemes, review of Contract Documents, methods of
work, and schedules.
e) Operation of the Contractor's main and branch offices.
f) Handling claims, labor disputes, liens, bankruptcy proceedings, and lawsuits.
g) Labor relations.
h) Interest on capital employed in connection with the work.
i) Transportation, meals and hotel expenses of home office employees of the
Contractor.
j) Licenses required by laws, regulations or other requirements of Federal, State and
local authorities.
k) Premiums on all insurance policies required by this Contract, except those
included under General Conditions pursuant to Article 1.13a.
1.16 The term “Contingency” means: The GMC contains an estimating and contracting
contingency which may only be used by Contractor as follows:
a) Cost of Work adjustments: The Contractor may, without prior authorization by
Cornell University, make adjustments to the COW from Contingency to pay for
additional costs due to unanticipated local market, labor and material conditions;
Trade Subcontractor defaults; construction errors, interfacing omissions between
and from the various work categories when the estimated cost of each individual
commitment does not exceed FIVE THOUSAND DOLLARS ($5,000). If
estimated costs of individual commitment exceeds $5,000, the Contractor shall
obtain the Owner’s approval. The Contractor shall notify Cornell University
promptly of such adjustments. The Contractor shall maintain records satisfactory
to the Owner to document each such use of the Contingency.
b) General Condition’s adjustments: The Contractor, may with the Owner’s prior
approval, make adjustments to the General Conditions from Contingency to pay
for costs in excess of the estimate. Contingency shall not be used for items with
mutually agreed upon caps.
7 Rev. 12-5-2008
c) Fee adjustments: The Contractor may under no circumstances use Contingency to
enhance Fee, except as provided for by the shared savings provision of the GMC
Agreement.
1.17 Cost of Work, General Conditions, and Fee may be adjusted only in accordance with
Article 9 hereof. The GMC shall be adjusted to the extent the three components of the
GMC are adjusted.
ARTICLE 2 - OWNER
2.1 The Owner is Cornell University as identified in the Agreement and referred to
throughout the Contract Documents as the "Owner" or "Cornell University".
2.2 The Owner shall designate a representative authorized to act in its behalf with respect to
the Project. The Owner or its representative shall examine documents and shall render
approvals and decisions pertaining thereto promptly, to avoid delay in the progress of the
Contractor's approved critical path schedule. Only directives from Cornell University’s
Finance & Administration designated representative (Michael Wilkinson) shall be
recognized by the Contractor.
ARTICLE 3 - ARCHITECT
3.1 The term "Architect" means the person, firm or corporation identified in the Agreement
and means the Architect or its authorized representative.
3.2 The Architect is the interpreter of the drawings and specifications and shall ascertain the
Contractor's conformance with the contract documents, and has authority to reject and
stop work which does not conform to those documents.
3.3 The Architect shall have access to all Work in preparation and progress.
3.4 The Architect will certify the percentage of Work completed as indicated in the
Contractor's Application for Payment; review and approve shop drawings, samples,
Contractor's "as built" drawings, written guarantees, and operating and maintenance
manuals; approve test procedures and witness and approve field tests, including
equipment performance tests and start up and check out of major specialized systems;
prepare punch lists and approve the completed work; and perform other functions as
Cornell University may designate.
3.5 The Architect's responsibilities for general administration of construction is for the
purpose of added assurance to Cornell University that the work is being properly
executed. The Architect has been instructed to give the Contractor assistance in
interpreting the Drawings and Specifications. General administration of construction
and assistance shall not relieve the Contractor of any responsibility for proper
construction of the Work.
8 Rev. 12-5-2008
9 Rev. 12-5-2008
ARTICLE 4 - CONTRACTOR
4.1 The Contractor is the person, firm, or corporation identified as such in the Agreement or
its authorized agent and performs the Work as an independent Contractor and not as an
agent or employee of the Owner.
4.2 The Contractor shall, for the purpose of this Contract, designate an on-site
representative as an agent authorized to act on behalf of the Contractor.
4.3 The Contractor is responsible for performing, managing, supervising, directing and
coordinating the Work. Competent full-time construction supervision shall be provided
continuously from commencement of construction to final completion of the Work.
Construction supervision may include a Project Manager, Construction Superintendent,
Assistant Construction Superintendents, and other personnel as required in the
Agreement or as directed by Cornell University to adequately supervise the Work at the
construction site and to have authority to price change Work and commit the Contractor
to perform such changes as required and to maintain daily job progress.
4.4 The Contractor shall at all times enforce strict discipline and good order among its
employees and subcontractors and shall not permit anyone not skilled in the task
assigned to be employed in the Work.
4.5 Services shall be performed by the Contractor in a skillful and competent manner in
accordance with the highest standards of the construction industry.
4.6 The Contractor shall carefully study and compare the Contract Documents with one
another and shall report at once to Cornell University any error, inconsistency, or
omission which may be discovered and shall obtain clarifications in writing before
proceeding with work affected thereby.
4.7 The Contractor is responsible for all construction means, methods, techniques,
sequences, and procedures, including any specifically required by the specifications and
drawings.
4.8 The Contractor represents and warrants they have visited the site, and they are familiar
with local conditions under which the Work is to be performed. The Contractor has
correlated those observations with the requirements of the Contract Documents and has
made all other investigations essential to a full understanding of the Work and the
difficulties which may be encountered in performing the Work.
4.9 The Contractor shall be responsible for any work or materials which are defective or
improperly performed or for construction errors or defects, or for failure to comply with
the contract. Costs incurred in connection therewith or in correcting same including time
lost correcting such work shall be the responsibility of the Contractor and not chargeable
to the Cost of the Work. However, if the Contractor has met the standard of care,
performance, and good faith that may reasonably be expected of experienced contractors
in the building construction industry such costs will be chargeable to the Cost of the
Work.
10 Rev. 12-5-2008
4.10 The Contractor shall provide and pay for all labor, material, tools, equipment,
machinery, as well as utility connections, transportation, and all other facilities and
services necessary for the proper execution and completion of the Work, except as
otherwise specified elsewhere in the Contract Documents.
4.11 The Owner is exempt from payment of Federal, State and local taxes, including sales
and compensating use taxes on all materials and supplies incorporated into the
completed Work. These taxes are not to be included in bids. This exemption does not
apply to tools, machinery, equipment or other property leased by or to the Contractor or
a Subcontractor, or to supplies and materials which, even though they are consumed, are
not incorporated into the completed Work, and the Contractor and Subcontractors shall
be responsible for and pay any and all applicable taxes, including sales and
compensating use taxes, on said leased tools, machinery, equipment or other property
and upon all said unincorporated supplies and materials.
4.11.1 The Contractor and Subcontractor shall obtain any and all necessary
certificates or other documentation from the appropriate governmental agency
or agencies, and use said certificates or other documentation as required by
law, rule and regulation.
4.12 Prior to filing the application for a Building Permit, the value to be used in the permit
shall be obtained from the Owner’s Representative.
4.13 The Contractor warrants to Cornell University that all materials and equipment
incorporated in the Work shall be new, and that all work shall be of good quality, free
from faults and defects and in conformance with the Contract Documents. All work not
conforming to these standards will be considered defective. If required by the Architect
or Owner, the Contractor shall furnish satisfactory evidence as to the kind and quality of
materials and equipment.
4.14 The Contractor shall give all notices and comply with all laws, ordinances, rules,
regulations, and orders of any public authority or public utility bearing on the
performance of the Work. It is not the responsibility of the Contractor to make certain
that the drawings and specifications are in accordance with the applicable laws, codes,
ordinances, rules and regulations and orders of authorities having jurisdiction. However,
the Contractor shall not permit any work to be performed or constructed contrary to
such laws, codes, ordinances, rules, regulations and orders. If the Contractor observes
that any of the Contract Documents are at variance herewith in any respect, the
Architect and Cornell University shall be promptly notified in writing and their written
instructions obtained before proceeding.
4.15 The Contractor shall use the construction site only for purposes necessary to the
performance of this Contract.
4.16 The Contractor shall confine any equipment, apparatus, materials and operations within
limits designated or allowed by Cornell University and shall not unnecessarily encumber
the job site with materials.
11 Rev. 12-5-2008
4.17 Whenever materials or equipment are shipped to the job site, for Cornell University or
others involved in the construction project, the Contractor shall notify Cornell
University and the intended recipient immediately upon arrival of the shipment; and, if
required by the Contract Documents, shall be responsible for its acceptance and proper
storage.
4.18 All surveys shall be performed by a licensed surveyor hired by the Contractor.
4.19 The Contractor shall compare and continually check site conditions, all dimensions,
elevations, lines, grades, and other information appearing on the drawings with the
actual site conditions, dimensions, elevations, lines, and grades, and shall report any
variances in writing to the Architect and Cornell University, and obtain their direction
before proceeding with the work. The Contractor shall be liable for any failure to fully
comply with this requirement.
4.20 Where it is necessary to work within or connect to occupied facilities, as required or may
be reasonably implied by the Contract Documents, the Contractor shall provide all
precautionary measures necessary to insure the safety of occupants and to protect the
facilities and equipment from damage, and to minimize the disruption of normal business
operations. Such work shall be performed on a schedule agreeable to Cornell
University, and all costs associated therewith, including premium time, shall be included
in the Cost of the Work.
4.21 The Contractor shall keep the job site clear and clean during construction, including the
removal of all waste materials, rubbish, tools, scaffolding, and surplus materials and
equipment from the job site, and leave the site of the work broom clean upon completion
of construction. If, in the opinion of the Architect, the Contractor fails to comply with
the provisions hereof, Cornell University may perform such cleaning and charge the
expense thereof to the Contractor.
4.22 Contractor shall comply with all applicable Federal, State and local environmental laws,
regulations, ordinances, codes, and standards during construction. Particular attention
shall be given, without limitation, to:
4.22.1 Prevention of air pollution by control of refuse burning (if permitted),
minimization of dust, containment of chemical vapors, control of engine
exhaust gases, and control of smoke from temporary heaters.
4.22.2 Prevention of water pollution by control of sanitary facilities, proper storage
of fuels and other potential contaminants including chemicals used by the
Contractor during the course of the Work, and prevention of siltation from
land erosion.
4.22.3 Minimization of noise levels.
4.22.4 Proper and legal disposal off site unless otherwise provided, of all hazardous
and non-hazardous waste and spoil resulting from construction activities.
4.23 The Contractor shall protect permanent parts of the Work from defacement or other
damage.
12 Rev. 12-5-2008
4.24 The Contractor shall wash and clean all exposed concrete, terrazzo floors and glass,
replace broken glass, clean all architectural finishes, fixtures and other hardware,
remove paint and other stains, spots, smears, marks and dirt, and perform all other
cleaning required to present a broom clean project to Cornell University prior to final
acceptance.
4.25 Contractor's Meetings:
4.25.1 Meetings with subcontractors shall be conducted weekly by the Contractor in
the Field Office, or more frequently as job conditions require or the Owner’s
Representative may request. The Architect and Cornell University shall be
notified and may attend these meetings. The Contractor shall prepare and
distribute minutes to the Architect, Cornell University, and the subcontractors
on the day following the meetings.
4.25.2 The Contractor shall attend separate job meetings with Cornell University and
the Architect, following the above meetings, or as requested by Owner’s
Representative. The Architect will prepare minutes for distribution to Cornell
University on the day following the meeting.
4.26 All labor for this project which is normally under the jurisdiction of one of the local
unions as covered in the contract between the Tompkins-Cortland Building Trades
Council, Maintenance Division and Cornell University shall be performed by Union
labor.
4.26.1 Within 30 days after award of Contract, the Contractor shall provide Cornell
University with copies of labor agreements for all trades to be involved in the
work, which shall include:
1. The expiration dates of labor agreements.
2. Itemization of the composite hourly and overtime rates which include all
taxes and fringe benefits, and hours per workday and per workweek for
workmen applicable to overtime. See Exhibit “G”.
3. The number of men per foreman.
4. Travel time and other benefits, if any.
5. Base bid productivity factors. These factors will be used to compare
change order productivity during the cost proposal review process and
further are to be available during the final audit to determine
proportion’s of change order costs to base bid productively costs.
4.26.2 During the Contract period, if changes in the labor agreements occur, the
Contractor shall promptly provide Cornell University with copies of such
changes.
4.27 The Contractor shall facilitate inspection of the Work by Cornell University, the
Architect, and public authorities at all times.
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4.28 The Contractor's Construction Superintendent shall submit a Daily Report to the
Owner’s Representative or the Resident Field Engineer at the job site. The Report shall
include:
Name of Project
Project Number
Date of Report
Weather Conditions
Manpower status on each type of work being performed by building, showing totals by
trade, and site total
Overtime worked and planned work progress
Environmental problems and corrections
Other information, such as special events, occurrences, accidents, recommendations,
suggestions, visitors, inspections, equipment start-up and check out, occupancy, etc.
4.29 The Contractor shall record all deviations from the approved drawings and specifications
as they occur, to clearly depict how the work was actually constructed. Particular
attention shall be given to the accurate recording of concealed electrical and mechanical
work. This "as built" record, to include descriptions, drawings, sketches, marked prints,
and similar data shall be maintained at the job site and shall be kept current on a daily
basis as the work progresses. All "as-built" drawings and related data shall be subject to
regular review by the Architect. At the conclusion of work, all "as-built" information
shall be carefully inscribed onto a clearly legible set of Contract Drawings, and shall be
submitted to the Architect for approval and incorporation into the final project record
mylar drawings.
4.30 The Contractor shall furnish to the Architect for approval, and in turn to Cornell
University, six (6) bound copies of Operation and Maintenance Manuals containing
complete information and engineering instruction, obtained from all of the various
manufacturers, as required to operate and maintain the various systems and equipment.
Contents shall be arranged alphabetically and a Table of Contents shall index all
sections by number.
ARTICLE 5 - SUBCONTRACTORS AND SUPPLIERS
5.1 A subcontractor is a person, firm or corporation that provides labor and material, or
labor only, for a portion of the Work at the site, pursuant to a separate agreement with
the Contractor or another subcontractor of any tier. A supplier (or material handler) is a
person, firm or corporation that furnishes materials or equipment only.
5.2 Nothing shall create any contractual relationship between Cornell University and any
subcontractor or supplier.
5.3 All subcontracts shall contain provisions that require all work thereunder to be
performed in strict accordance with requirements of this Contract.
14 Rev. 12-5-2008
5.4 The Contractor shall submit to Cornell University for approval, no later than five (5)
work days after submitting its bid, the proposed list of bidders for all subcontracts or
purchase of equipment or materials. The Contractor shall prequalify major
subcontractors prior to the Contractor submitting its bid. The Contractor shall
investigate the subcontractors or suppliers for their ability to adequately staff and
supervise the Work, promptly provide materials and equipment and perform the Work
according to the project schedule.
ARTICLE 6 - PAYMENTS
6.1 The Contractor shall submit to Cornell University its budget breakdown for Cost of
Work and General Conditions prior to submission of its first invoice.
6.1.1 Application for Payment shall be made on a monthly basis using a form
acceptable to Cornell University. Cornell University will pay to the
Contractor a sum representing the Cost of Work completed to date, as
measured by the percentage of work-in-place, General Condition costs
incurred, Fee earned, less applicable retention and previous payments. If the
Current Estimated Probable Cost (CEPC) exceeds the Guaranteed Maximum
Cost (GMC), the Contractor will reduce the invoice amount by the factor of
GMC divided by CEPC. In addition, Cornell University reserves the right to
adjust monthly payments so that when the retention and cumulative payments
to date are subtracted from the Guaranteed Maximum Cost, the remaining
balance of the GMC is never less than the anticipated total cost to complete
the work. In no event will the aggregate of all payments exceed the
Guaranteed Maximum Cost upon completion of the work.
6.2 The Contractor shall include, as part of the monthly Application for Payment, the
following:
6.2.1 A statement of Current Estimated Probable Cost , estimating the total cost of
the work, in detail by divisions by Trades or other descriptions as appropriate,
which shall include:
a) Actual commitments to date (Subcontracts, Purchases, General
Conditions work).
b) A tabulation of items not bought out and required to complete the
original scope of work.
c) Actual and anticipated General Conditions cost.
6.2.1.1 The Statement of Current Estimated Probable Cost shall be submitted to
Cornell University for review two weeks prior to submitting the monthly
Application for Payment.
15 Rev. 12-5-2008
6.2.2 A three (3) month forecast of Contractor billings to Cornell University for
work in place itemized by major subcontractor or trades, materials.
Approximately twice a year a forecast through completion of the project of
Contractor billings to Cornell University by month for work in place itemized
by major subcontractors or trades, material delivered, General Conditions
costs and Fee.
6.2.3 Project schedule updated in accordance with Article 7.
6.2.4 A Statement of Current Indicated Final Cost estimating in detail the total cost
of the work assuming all unapproved changes and exposures are incorporated
into the work, consisting of:
a) Current Estimated Probable Cost.
b) A list with estimates of outstanding Field Orders and Proposal Requests
(those not included in a Change Order).
c) A list with estimates of financial exposures to the project (items not
covered in the base Contract, Change Orders, Field Orders or Proposal
Requests) as seen by the Contractor.
6.2.4.1 The Statement of Current Indicated Final Cost shall be submitted to Cornell
University for review two weeks prior to submitting the monthly Application
for Payment.
6.2.5 A completed affirmative action workforce report, Exhibit F, for the previous
month including all subcontractor information, compiled into a single report
6.3 Basis of Payment
6.3.1 Payment for Cost of Work will be based on the approved percentage
completion of work-in-place, plus the authorized amount (see Article 6.5) for
delivered materials and equipment payable prior to being actual work-in-place,
where authorized, less 10% retention.
6.3.1.1 Cornell University may, at its option, approve payment for work performed on
a proceed basis (Article 9.9) before the Proposal Request or Field Order is put
into a Change Order. Payment shall be based upon the approved percentage
completion of work-in-place, less 10% retention, and shall not exceed seventy
(70) percent of the not-to-exceed cost. This payment provision shall only be
in effect during the first sixty (60) calendar days subsequent to the issuance of
the Proposal Request or Field Order. The Contractor and Cornell University
agree that they will in good faith settle each "proceed" Proposal Request or
Field Order within sixty (60) days of its issuance.
16 Rev. 12-5-2008
6.3.2 Payment for General Conditions shall be based upon the Contractor's actual
cost as evidenced by receipted invoices, check vouchers, payroll records and
other information as Cornell University may require. The Contractor shall
provide a detailed listing of expenditures as backup to the invoice and have
available for Cornell University's review at the job site all records necessary to
substantiate the expenditures. The format for this detailed listing and
substantiation of expenditures will be established with Cornell University in
the preconstruction meeting. Retention will not be withheld from General
Conditions Costs.
6.3.3 Payment for Fee shall be based on the Fee multiplied by the ratio of the value
of the Cost of Work in place (Article 6.3.1) plus General Condition costs to
date (Article 6.3.2), divided by the Contract limit on Cost of Work plus the
Contract limit on General Condition costs, less 10% retention.
6.4 Retention
6.4.1 Retention will be deducted from that portion of the Application for Payment
representing Cost of Work and Fee until substantial completion of the entire
work has occurred. Cornell University will then, upon the Contractor's
application therefor, release retention applicable to the Cost of Work that has
been fully completed provided that the Contractor and subcontractor have
complied with the Final Payment requirements of Article 6.12. Upon the
Contractor's request, Cornell University may approve releasing one half of the
held retention for subcontractors whose work is 90% complete provided that
there are no outstanding claims associated with the subcontractor's work and
that the subcontractor and Contractor submit an acceptable partial release and
waiver of lien (See 6.10.2). Cornell University will not reduce the retention
applicable to the Fee until final payment is due at completion of the project.
(Reference Article 6.12)
6.5 Delivered Materials and Equipment:
6.5.1 Cornell University will not pay for materials and equipment not incorporated
into the work with the following exception. The Contractor may request
Cornell University's permission to invoice for critical materials and equipment
ready, but not yet incorporated into the work. The Contractor shall make its
request in writing no less that fifteen (15) calendar days before submitting its
Application for Payment. Cornell University will be under no obligation to
accept such requests. For the purpose of this paragraph, "critical materials
and equipment" eligible for payment are defined as those items affecting
project schedule or budget as determined by Cornell University's evaluation of
the CPM Schedule or Cost of Work and are finished goods normally shipped
to the job site in a condition ready for incorporation into the work and require
significant time for delivery. Raw materials or work-in-process at a
manufacturer's plant location are not eligible for payment with the following
exception. If the Contractor can establish that Cornell University can save
money by purchasing material in bulk quantities at the beginning of the
project, Cornell University may approve payment for such material prior to its
being incorporated into the work. The Contractor shall make its request to
17 Rev. 12-5-2008
Cornell University in writing no more that thirty (30) calendar days after the
associated subcontractor's contract is awarded. Cornell University will be
under no obligation to accept such requests.
6.5.2 Payment authorized by Cornell University for such "long-lead" critical
materials and equipment not yet incorporated in the work will be made
provided the Contractor submits Exhibit “H” and complies with the following:
a) Items shall be listed separately on the Application for Payment.
b) Transfer of Title shall be executed and included in the Application for
Payment.
c) The method used to store off-site items shall be described in the
Contractor's request to invoice for such materials and equipment.
Cornell University and the Architect shall give prior approval of the
location of off-site storage.
d) Items in storage shall be identified as property of Cornell University,
and a description of the identification method used shall be submitted in
the Application for Payment.
e) A written inventory of items and method used to verify such inventory,
including Contractor's certification that all quantities have been received
in good condition at the job site or other location acceptable to Cornell
University shall be submitted with the Application for Payment.
f) A copy of the vendor's invoice is included with the Contractor's invoice.
6.5.3 Cornell University retains the right to verify storage by physical inspection
prior to invoice approval and at any time thereafter. Such payment shall not
relieve the Contractor of the responsibility for protecting, safeguarding, and
properly installing the equipment or materials. The Warranty and Guarantee
period shall not commence until installation and final acceptance of the
completed work by Cornell University.
6.5.4 For invoicing purposes, such items shall be treated the same as "work in
place", except that these items will not be included in the value of work in
place for determining payment of Fee (Article 6.3.3). Each subsequent
invoice will restate the prior months' materials and equipment not incorporated
in the Work and current month additions and deletions for materials and
equipment incorporated into the Work.
6.6 Upon the making of partial payment by Cornell University, all work, materials, and
equipment covered thereby shall become the sole property of Cornell University. Partial
payments, however, shall not constitute acceptance of the Contractor's work by Cornell
University, nor be construed as a waiver of any right or claim by Cornell University.
6.7 Cornell University will make payments against the Application for Payment within thirty
(30) calendar days after receipt and approval by Cornell University of an original
18 Rev. 12-5-2008
acceptable, Architect certified application. Receipt date is defined as the day of the
physical receipt of the Application by Cornell University. Applications for payment
shall be addressed to:
Lisa Rose – Capital Projects Financial Specialist
Contract & Capital Projects
121 Humphreys Service Building
Cornell University
Ithaca, New York 14853
6.8 Application Format:
6.8.1 Upon award of the Contract and prior to submitting its first application for
payment, the Contractor shall prepare a detailed price breakdown of the
contract sum, separately for each building or structure. The breakdown by
trade will indicate quantities, unit cost, total cost, general conditions cost, and
fee, and will agree to the contract sum.
6.8.2 The Contractor's application for payment shall be in a form acceptable to the
Owner. This breakdown may be expanded as additional work is authorized.
All change orders, letters of authorization and use of contingency are to be
included in the appropriate cost by systems line items. General Conditions
cost, Contingency balance and Fee will be separately identified. The detailed
invoice sheets will be part of each application for payment to support the
calculation shown on the application for payment.
6.8.3 The Contractor is to summarize the detailed invoice sheets and provide a
Statement of Current Estimated Probable Cost.
6.9 Partial payments shall not constitute acceptance of Contractor's work by Cornell
University in connection with such work.
6.10 Contractor's Payments to Subcontractors and Suppliers
6.10.1 The Contractor shall pay each subcontractor and supplier including, without
limitation, firms providing transportation, utility and other services,
construction equipment, tools, materials and supplier, the full amount paid by
Cornell University for their proportionate share of work, no later than ten (10)
calendar days after receipt of payment from Cornell University. If requested
by Cornell University, the Contractor shall furnish evidence of compliance
with the foregoing.
6.10.2 In connection with full or partial releases of retention for subcontractors,
Cornell University will require the Contractor and subcontractors to execute a
release and waiver of lien. Full release of retention for a subcontractor or the
Contractor will not be made without full compliance with Article 6.12. All
releases must be submitted in a package separate from the Application for
Payment.
6.11 Withholding of Payments
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6.11.1 Cornell University may withhold payments otherwise due the Contractor from
any Application for Payment, if the documents required by Paragraph 6.2
above and Paragraph 6.12 for full releases of retention are not included, or as
necessary to reasonably protect Cornell University against loss because of:
a) The Contractor's failure to take prompt and adequate action to bring the
work on schedule or to correct deficiencies in the work, or to perform
any obligations.
b) Claims by other parties filed in connection with the Work, or reasonable
evidence indicating probable filing of such claims, or mechanics' or
material handler's liens filed against Cornell University's real property.
c) Failure of the Contractor to make payments as required by this
Contract.
d) Damage to others caused by the Contractor, or its subcontractors or
suppliers, for which Cornell University may be held liable.
6.11.2 Upon ten (10) days prior written notice, Cornell University shall have the right
to correct any deficiencies in the Work or cure any default of the Contractor,
and to deduct the cost thereof from payments otherwise due the Contractor, if
the Contractor fails to do so.
6.12 Final Payment
6.12.1 Upon receipt of written notice from the Contractor that the Work is ready for
final inspection and acceptance, the Architect and Cornell University will
promptly make an inspection. Cornell University will make Final Payment to
the Contractor within thirty (30) calendar days after:
6.12.1.1 Cornell University's acceptance of the completed Work including:
a) Satisfactory completion or correction of all Punch List items.
b) Delivery of all required guarantees and warranties.
c) Delivery of six (6) bound copies of Operation and Maintenance
Manuals for all operating equipment and systems, with the approval and
acceptance thereof noted by the Architect.
d) Delivery of a complete set of reproducible "as-built" drawings,
approved by the Architect.
20 Rev. 12-5-2008
6.12.1.2 Receipt of the Contractor's Application for Final Payment, preceded or
accompanied by:
a) Delivery of an acceptable final cost breakdown as described in Article
6.8 and additional detailed cost information if requested by Cornell
University.
b) Release of record of all liens which affect Cornell University's real
property.
c) Guarantee, properly executed.
d) Subcontractor's General Release and Waiver of Mechanics' and
Suppliers' who has a right to file a lien against the premises.
e) General Release, Waiver of Lien, and Indemnification, in a form signed
by the Contractor.
6.12.1.3 Receipt of a certification from the Architect that, to the best of its knowledge
and belief, the work has been satisfactorily completed in accordance with the
Contract Documents, and therefore the entire balance of all sums due the
Contractor as stated on the Application for Final Payment should be paid.
6.12.2 The acceptance of Final Payment shall constitute a waiver of all claims by the
Contractor.
ARTICLE 7 - SCHEDULE
7.1 The Contractor shall develop a CPM (Critical Path Method) schedule, including a CPM
network diagram, consistent with the Contract Schedule contained in the Agreement, for
use in scheduling and controlling the work. Activities shall have a value no greater than
$5,000. Each activity shall be resource loaded. Labor, material and equipment shall be
clearly identified and valued. The Contractor's Project Manager, Field Superintendent,
Project Engineer, and subcontractors shall participate in the development of the CPM
Schedule. The Contractor shall be responsible for the continuous maintenance of the
CPM Schedule on a current basis until completion of the work. The CPM schedule shall
show the Contractor's arrangement and sequencing of all procurement, approval,
delivery and work activities to assure completion of the work within the Contract
Schedule.
7.1.1 The Contractor shall submit a network type CPM Schedule in the basic form
of the applicable broad scope activities within ten (10) calendar days of award
of the Contract.
7.2 The Contractor shall provide Cornell University with three (3) copies of a detailed print-
out of the initial CPM schedule with the CPM network diagram not later than thirty (30)
calendar days after award of Contract, showing all activities through final completion of
the work.
21 Rev. 12-5-2008
7.3 A copy of the CPM network diagram highlighting the completed and partially completed
activities shall be maintained by the Contractor on a current basis, at the job site, to
accurately reflect actual job progress, and be displayed at all times for Cornell
University and subcontractors.
7.4 If the actual progress of the work is not within the Contract Schedule, the Contractor
shall notify and advise Cornell University, by submission of three (3) copies of a revised
CPM network diagram and printout, of the remedial actions proposed to bring the work
back to schedule.
7.4.1 If the work is not on schedule for any reason within the control or
responsibility of the Contractor, the Contractor shall, if necessary, increase its
manpower or Work such overtime as is required to bring the Work back
within the Contract Schedule. Such additional efforts shall not be chargeable
to the Cost of Work in accordance with Article 10.1.
7.4.2 If the Contractor is delayed at any time in the progress of the work by delays
which are not the fault of nor under the control of the Contractor, which may
include; labor disputes, fire, unusually severe weather conditions,
unreasonable delays in transportation, unavoidable casualties, government
restrictions, site conditions which vary from conditions originally
contemplated, failure of the Architect to approve shop drawings on time,
delays or hindrances caused by other contractors, temporary work stoppages,
conflicts or design errors in the drawings or specifications, and other
excusable delays beyond the Contractor's control, then the Contract Schedule
shall be deemed extended for a period equal to the delay so caused.
7.4.2.1 No such extension shall be allowed for delay commencing more than ten (10)
calendar days before a claim therefore is made in writing to Cornell
University. In case of continuing delay, only one claim is necessary.
7.4.2.2 The Contractor hereby expressly waives all claims against the Owner for
money damages or additional payments for delays to the work, except to the
extent that such delay or hindrance is solely caused by an act or omission of
the Owner or any agent or representative of the Owner. In that event, the
Contractor shall be entitled to recover its additional home office overhead
costs actually and reasonably incurred as a result thereof. With the sole
exception of such overhead costs, the Contractor's sole remedy for any such
delay, suspension, or hindrance shall be an extension of times to complete the
work as provided in this Article.
ARTICLE 8 - SHOP DRAWINGS AND SAMPLES
8.1 Within three (3) weeks after award of Contract, the Contractor shall provide the
Architect and Cornell University with an initial submittal schedule, of the dates that any
shop drawings or samples requiring early approval will be submitted to the Architect.
22 Rev. 12-5-2008
8.2 Within six (6) weeks after award of each subcontract, the Contractor shall provide the
Architect and Cornell University with a formal complete schedule of the dates that each
shop drawing and sample of materials, colors and finishes will be submitted to the
Architect for approval. The sequence of the Contractor's submittals shall permit an
orderly review by the Architect and it's consultants, and the schedule shall allow
reasonable added time according to the number or complexity of drawings in each
submittal and for the checking, correction and rechecking of corrections, as well as for
return of approved or rejected shop drawings and samples to the Contractor and, in turn,
to any subcontractor.
8.3 The submittal schedule shall allow not less than fifteen (15) working days for Architect
and its consultants to review and return any shop drawing or sample submittal.
8.4 The Contractor shall be responsible for coordinating the schedule for submittal of show
drawings and samples with the CPM schedule and the requirements of the Contract
Schedule.
8.5 All shop drawings and samples shall bear the following identification:
a) The Cornell University Project Number
b) Date of submittal
c) Submittal Number
d) Title of Project
e) Name of Contractor and date of its approval
f) Name of Subcontractor or Supplier and date of submittal to Contractor
g) Reference to Specification Section and Paragraph and/or Drawing Number (s)
h) The specific location of the work covered
i) Any qualification, departure or deviation from the requirements of the
Contract Documents
j) Any additional information required by the Specifications, for the particular
material being furnished
8.6 Shop drawings for each section of the work shall be numbered consecutively and the
numbering system shall be retained throughout all revisions. Each drawing shall have a
clear space for the approval stamps of the Contractor and the Architect, and of the
Architect's Mechanical and Electrical Consultants, if applicable.
8.7 Shop drawings shall be carefully prepared, showing complete layout and details, such as
kind, thickness, governing dimensions, finish of materials, methods of construction,
anchorage, adjoining supports and diagonal or contiguous work. When required for
fabrication of the Work, field measurements shall be made and noted on the drawings
before submittal.
8.8 Substitutions of material or equipment on an "or equal" basis shall not be proposed or
requested in shop drawing or sample submittals, unless submitted within the time limits
stated in Paragraph 1.6 of Article 1 hereof and expressly identified as proposed "or
equal" substitutions. Samples may not be employed in the work without the express
written permission of the Architect.
23 Rev. 12-5-2008
8.9 The Contractor shall submit six (6) copies of all shop drawings, schedules, printed
catalog cuts, manufacturer's data sheets brochures, plus samples in quantity and size as
required by the specifications or as the Architect may direct. Drawings shall be clearly
legible and normally not smaller than 24" x 30" nor larger than 36" x 48". If a shop
drawing is in reproducible form, one copy shall be transparency, with positive side up.
8.10 Prior to submission, the Contractor shall thoroughly check all shop drawings and
samples as to measurements, sizes of members, materials, and all other details to insure
that they conform to the intent of the drawings and specifications. Subcontractor's shop
drawings found to be inaccurate or otherwise in error are to be returned for correction
before submittal to the Architect. The Contractor shall verify and coordinate the shop
drawings of all sections or trades for interrelated work, as required for proper and
complete performance of the Work.
8.11 Prior to submittal to the Architect, the Contractor shall initial and place its formal
approval stamp on each drawing. By approving and submitting shop drawings and
samples, the Contractor thereby represents that all field measurements, construction
criteria, materials, catalog numbers and similar data have been determined and verified,
and that it has checked and coordinated each shop drawing and sample with the
requirements of the Work and of the Contract Documents.
8.12 If shop drawings show variations from Contract requirements, whether due to standard
shop practice or other reasons, the Contractor shall make specific mention of such
variation in its submittal letter. Acceptance of any such variations requires the express
written approval of the Architect.
8.13 All shop drawings shall be submitted to the Architect under cover of a transmittal form,
with a copy to the Owner’s Representative. These forms shall be used as a record of all
shop drawing submittals and approvals.
8.14 No work shall commence in the shop or the field until the Architect has approved the
shop drawings and samples for that segment of the work.
8.15 The Architect will review and take appropriate action on all shop drawings and samples
with reasonable promptness so as not to delay construction of the Project and return to
the Contractor three (3) copies, or the reproducible if submitted, of all approved shop
drawings, stamped "Approved" or "Approved as Noted". Shop drawings stamped "Not
Approved" or "Approved or Noted - Resubmission Required", and unacceptable samples
will be returned to the Contractor for correction and resubmission. The Contractor shall
correct and submit shop drawings and samples, as necessary, until approved by the
Architect. The Architect will maintain a log indicating the status of all shop drawings
and samples.
8.16 No work shall be fabricated or manufactured from shop drawings stamped "Not
Approved" or "Resubmission Required". At least one complete set of "Approved" and
"Approved as Noted" shop drawings shall be kept at the site, in the Contractor's field
office, for reference at all times. Approval to fabricate based upon show drawings
stamped "Approved as Noted - Resubmission Required" may be granted by Cornell
University at its option.
24 Rev. 12-5-2008
8.17 Nothing in the Architect's approval of shop drawings and samples shall be construed as
authorizing additional work or increased cost to Cornell University, which authorization
may only be granted by issuance of Field Orders or Proposal Requests as directed by
Cornell University. Neither does the Architect's approval relieve the Contractor of
responsibility for strict adherence to the requirements of the Contract Documents, nor
for errors, omissions, or deficiencies in shop drawings or samples or in the work.
ARTICLE 9 - PRICING THE WORK
9.1 The Work to be performed under this Contract, as well as changes to the Work, shall be
priced as provided in this Article. The Contractor shall obtain competitive
bids/proposals from subcontractors/suppliers for the Work as well as Unit Prices where
appropriate and markups for changes thereto for the pricing of added or deleted Work in
accordance with this Article. The Contractor shall carefully analyze all bids and shall
not reveal dollar amounts of subcontractors/supplier bids to competing subcontractors,
nor lead subcontractors to believe that lesser bids have been received from competitors
of those subcontractors. If, in the opinion of Cornell University, competitive bidding for
any Work is not practical, then the Contractor shall submit to Cornell University a
detailed proposal for such work. Should the Contractor choose to use his own forces to
compete for subcontracted work, the Contractor's proposal shall be submitted to Cornell
University 24 hours before the subcontractor's bids for the same work are received by
the Contractor. The Contractor shall submit a recommendation for award, supported by
a comparative bid analysis for all bids taken, and the Contractor's GMC estimate(s) for
the work being priced to Cornell University for authorization.
No awards to subcontractors shall be made without Cornell University's Written Letter
of Authorization. The Contractor shall award all subcontracts in writing. Contractor
shall furnish to Cornell University, in quantities requested, copies of all subcontracts.
9.1.1 The Contractor shall perform changes to the work, including major changes,
as requested by Cornell University from time to time as provided for in this
Agreement.
9.2 The Contractor may, without prior authorization by Cornell University, enter into
subcontracts or purchase orders for Work within the original scope of Work where the
estimated cost of each individual commitment does not exceed TEN THOUSAND
DOLLARS ($10,000) or such other amount as Cornell University may from time to time
designate in writing, provided the particular subcontract or purchase is not for rental or
purchase of equipment or facilities required temporarily during the Work. The
Contractor shall enter into such subcontracts or purchases in writing, and shall notify
Cornell University promptly of such commitments. The Contractor shall keep an
accurate accounting of such commitments, in accordance with Article 9.6, before the
algebraic sum of such commitments exceeds FIFTY THOUSAND DOLLARS
($50,000).
25 Rev. 12-5-2008
9.3 Unit Price Work. To the extent that a subcontractor's Unit Prices are applicable, as
determined by the Architect and Cornell University, work shall be priced and paid for or
credited in accordance with such Unit Prices; except that a Unit Price shall not apply to
any portion of subcontract work which is either reduced or increased by more than 25%.
Said Unit Prices shall be valid for the duration of the subcontractor's activity on the
project as applicable, unless stipulated elsewhere in the Contract Documents.
9.3.1 Unit Prices are for work complete, measured in place and cover profit and all
other costs and expenses of the subcontractor. Unit Prices include, without
limit, all conditions of the contract and all general requirements such as
layout, reproduction of Drawings and Specifications, testing and inspection,
shop drawing and sample coordination, supervision (field and home office),
small tools and expendable items, insurance, taxes, temporary facilities and
services, including access and safety, "as-built" drawings, and general and
administrative overhead and profit of the subcontractor.
9.4 Pricing for construction work not covered by Unit Prices shall be determined by adding a
percentage markup to the algebraic sum of the following direct costs for labor and/or
materials.
9.4.1 Direct Job Costs for Labor: The number of estimated hours, hourly rate and
extended totals for each item of work to arrive at the estimated cost or credit
for direct jobsite labor including working foremen. The hourly labor rate shall
include the following payroll costs that are required to be paid by law and
wage agreements: taxes, workmen's compensation insurance, and fringe
benefits.
9.4.2 Direct Job Costs for Materials & Equipment: The quantity, price and
extended totals for each item of work to arrive at the estimated cost or credit
of direct material and equipment costs. Price, for construction equipment,
shall be the lower of the total expected rental cost or ownership cost
equivalent including transportation charges and all applicable taxes.
9.4.3 Markups: The subcontractor's markup on Direct Job Costs shall cover all
costs and expenses of the subcontractor, including, without limit, all
conditions of the Contract and all general requirements such as layout,
reproduction of Drawings and Specifications, testing and inspection, shop
drawings and sample coordination, supervision (field and home office), small
tools and expendable items, insurance not included in Article 9.4.1 above,
taxes, temporary facilities and services, including access and safety
provisions, "as-built" drawings, general and administrative overhead and
profit. Markups for added work shall not exceed, nor for deleted work be less
than, the markups as set forth in the Agreement.
9.4.4 No mark-up shall be paid on the premium portion of overtime pay. No mark-
up shall be paid on insurance, taxes, fringe benefits or bond cost.
26 Rev. 12-5-2008
9.5 For Unit Price items, additions and deletion of like items shall be algebraically summed
and then multiplied by the applicable Unit Prices. For Direct Labor and Material items,
all additions and deletions shall be algebraically summed for each subcontractor and then
multiplied by the applicable markup.
9.6 For Work within the Original Scope of Work: Upon submittal of a price for work to be
accomplished within the original scope of Work, Cornell University will authorize such
costs by issuing a Letter of Authorization. These Letters of Authorization establish the
Contractor's Cost of Work, but do not increase or decrease the GMC.
9.6.1 Changes directed by Cornell University which, after consideration of redesign
costs, decrease the Cost of Work due to less expensive methods of
performance, improved construction techniques, use of approved "or equal"
substitutions of materials and equipment, or other value engineering
proposals, will decrease the Cost of Work without affecting the Fee.
9.7 For Changes to the Scope of Work: Changes authorized by Cornell University to the
scope of Work may increase or decrease the GMC. Cornell University will generally
issue Field Orders to price changes to the Work involving little or no design work.
Cornell University will issue Proposal Requests to price all other change work. Each
billing period Change Orders revising the GMC shall incorporate approved Field Orders
and Proposal Requests into the Contract.
9.7.1 The Contractor shall submit its itemized Lump Sum proposal for the change
work to be performed to Cornell University within the time specified on the
Field Order or Proposal Request. Proposals shall include a quotation analysis
which shows how the Lump Sum Price will adjust the GMC. The adjustment
to Fee shall be in accordance with the Agreement. Proposal shall include
sufficient backup to support the Contractor's Lump Sum price.
9.7.2 The Contractor, at Cornell University's request, shall obtain competitive bids
for specified change work.
9.9 Requirement to Proceed with Work: If Cornell University and the Contractor are unable
to agree on the amount by which the GMC will be increased or decreased for a change to
the Work, and if, in the opinion of Cornell University, the Work must proceed before an
agreement can be reached, a not-to-exceed cost shall be provided by the Contractor
within one (1) week, and shall be mutually agreed upon. Cornell University will then
issue a Proposal Request or Field Order to the Contractor to proceed with the Work and
the Contractor shall comply. Costs shall be commensurate with the description of the
Work indicated.
9.10 The Contractor shall make no change in the Work without the prior written authorization
of Cornell University except in case of emergency which endangers life or property.
27 Rev. 12-5-2008
ARTICLE 10 - PREMIUM TIME
10.1 Article 10 shall not be applicable to overtime work which the Contractor is required to
perform because of its failure to meet the Contract Schedule, or without limitation,
because of any other fault of the Contractor. Such overtime premium costs for the
Contractor's and subcontractors' forces shall not be chargeable to the Cost of Work.
10.2 If overtime is directed in writing by Cornell University, Cornell University will
reimburse the Contractor as part of the Cost of the Work (which shall increase the COW
by a like amount and the GMC) for the premium portion of overtime wages paid to such
forces plus applicable Federal and State Payroll Taxes and other actual applicable
payroll costs in connection therewith. Such premium portion of overtime wages shall
not include any overhead or profit of the Contractor or the Contractor's subcontractor(s),
or any other costs, expenses, or fee. No mark-up shall be paid on the premium portion
of overtime pay. No mark-up shall be paid on insurance, taxes, fringe benefits or bond
cost. The Contractor shall keep accurate records of such overtime hours and shall
secure Cornell University's approval of such records on a daily basis.
ARTICLE 11- MONETARY CLAIMS AND DEMANDS UPON
CORNELL UNIVERSITY
11.1 Monetary claims and demands upon Cornell University arising out of this Contract or in
connection with the Work, for any reason whatsoever, must be presented by the
Contractor to Cornell University in writing, within fourteen (14) days from the date of
the first occurrence of the cause giving rise thereto and the claim or demand shall be
limited to direct job costs incurred by the Contractor.
11.2 All such monetary claims and demands presented by the Contractor must refer to this
Article and shall be fully detailed and substantiated as to the nature and extent thereof,
so as to permit prompt resolution.
11.3 Any claim or demand by the Contractor to Cornell University for damages sustained
shall not include any share in the savings or any profit, home office overhead or Fee
otherwise applicable thereto.
11.4 The Contractor hereby expressly waives all such claims and demands whether oral or
written, and the right to present claims and demands, which are not made upon Cornell
University in the time and manner set forth in this Article.
11.5 The Contractor hereby agrees that the proper venue of any lawsuit arising out of or
relating to this Contract or in connection with the work shall be the Supreme Court of
the State of New York, Tompkins County.
28 Rev. 12-5-2008
ARTICLE 12 - CONTRACTOR'S AND OWNER'S LIABILITY INSURANCE
12.1 The Contractor shall not commence Work until it has furnished two copies of current
Certificates of Insurance evidencing that it has obtained the following insurance which
shall be secured with companies and in satisfactory form to Cornell University, and shall
cover its operations in the State in which the work is to be performed.
12.2 The Certificates of Insurance must provide that the insurer will give Cornell University
at least 30 days' prior written notice of material change in or cancellation of such
insurance.
12.3 Said Certificates, and written notices, shall be directed to:
Cornell University
Robert H. Southward, University Capital Contracts Officer
Contracts & Capital Projects
121 Humphreys Service Building
Ithaca, New York 14853
12.4 The Contractor shall procure and maintain, at his own cost and expense, until final
acceptance by the Owner of all the work covered by this Contract, the following kinds of
insurance:
12.4.1 Worker's Compensation Insurance. A policy complying with the requirements
of the laws of the State of New York, including Coverage B - Employer's
Liability.
12.4.2 Contractor's Comprehensive General Liability Insurance. A standard
comprehensive general liability insurance policy, with contractual, completed
operations, explosion, collapse and underground property damage coverage’s
issued to and covering the liability of the Contractor for all work and
operations under this Contract and all obligations assumed by the Contractor
under this Contract. The Contractor shall provide Broad Form
Comprehensive General Liability Insurance, and the Owner shall be an
additional insured in the policy. The policy shall include cross liability
coverage and shall be endorsed to indicate that it is primary coverage. The
completed operations coverages shall be maintained for not less than two
years after acceptance of the work. The coverage under such policy shall be
not less than a combined single limit for Bodily Injury and Property Damage
as follows, or such limits carried by the Contractor, whichever is greater:
BODILY INJURY AND PROPERTY
DAMAGE LIABILITY (BROAD FORM)
$ 5,000,000 Each Occurrence
$ 5,000,000 Aggregate
29 Rev. 12-5-2008
12.4.3 Automobile Liability Insurance. A policy covering the use in connection with
the work covered by the Contract Documents of all owned, non-owned and
hired vehicles bearing, or, under the circumstance under which they are being
used, required by the Motor Vehicle Laws of the State of New York to bear
license plates. The coverage under such policy shall be not less than a
combined single limit for Bodily Injury and Property Damage of:
BODILY INJURY AND
PROPERTY DAMAGE LIABILITY
$ 1,000,000 Each Person
$ 1,000,000 Each Accident
12.4.4 In addition to maintaining all of the above insurances, the Contractor shall
indemnify and hold harmless the Owner and its agents and employees from
and against liability, including additional premium due because of the
Contractor's failure to maintain coverage limits as required under this section.
12.4.5 Insurance similar to that required of the Contractor shall be provided by or on
behalf of all subcontractors to cover their own operation performed under this
Contract. The Contractor shall be held responsible for any modifications in
these insurance requirements as they apply to subcontractors.
12.4.6 Before commencing the performance of any work covered by the Contract, the
Contractor shall furnish to the Owner a current certificate or certificates, in
duplicate, of the insurance required under the foregoing provisions. Such
certificates shall be on a form prescribed by the Owner, shall list the various
coverages and shall contain, in addition to any provisions hereinbefore
required, a provision that the policy shall not be changed or canceled and that
it will be automatically renewed upon expiration and continued in force until
final acceptance by the Owner of all the work covered by the Contract, unless
the Owner is given thirty (30) days written notice to the contrary. Upon
renewal of each of the Contractor's insurance coverages, the Owner shall be
provided with a new certificate of insurance showing such renewal.
Certificates and written notices shall be directed to the Director of Contracts
Management. Upon request, the Contractor shall furnish the Owner with a
certified copy of each policy.
12.4.7 If at any time any of the above required insurance policies should be canceled,
terminated or modified so that insurance is not in effect as above required,
then, if the Owner shall so direct, the Contractor shall suspend performance of
the Work covered in the Contract. If the said Work is so suspended, no
extension of time shall be due on account thereof. The Owner may, at its
option, obtain insurance affording coverage equal to that above required, at
the Contractor's expense.
30 Rev. 12-5-2008
12.5 LIABILITY INSURANCE OF THE OWNER
12.5.1 The Owner, at its own cost and expense, shall procure and maintain such
liability insurance as will, in its opinion, protect the Owner from its contingent
liability to others for damages because of bodily injury, including death, and
property damage which may arise from operations under this Contract.
12.6 OWNER'S AND CONTRACTOR'S RESPONSIBILITIES FOR FIRE AND
EXTENDED COVERAGE HAZARDS
12.6.1 The Owner shall assume responsibility for maintaining insurance to cover not
less than the value of the Work performed and materials delivered to the site
of the project which are to be included in and remain a part of the permanent
construction, whether or not installed except as otherwise provided in
Paragraph 12.6.4 of this section. The policy or policies maintained by the
Owner to cover such values shall include (without specifically naming any
party other than the Owner in said policies) any interests of the Contractor or
subcontractors in such work performed and materials delivered.
12.6.2 Losses, if any, under such insurance shall be payable to the Owner.
12.6.3 The Contractor shall be responsible for any and all loss of materials connected
with the construction due to unexplainable disappearance, theft or
misappropriation of any kind or nature.
12.6.4 The foregoing provisions shall not operate to relieve the Contractor and
subcontractors of responsibility for any loss or damage to their own or rented
property or property of their employees, of whatever kind or nature, or an
account of labor performed under the Contract incident to the repair,
replacement, salvage, or restoration of such items, including but not limited to
tools, equipment, forms, scaffolding, and temporary structures, including their
contents, regardless of ownership of such contents, except for such contents as
are to be included in and remain a part of the permanent construction. The
Owner shall in no event be liable for any loss or damage to any of the
aforementioned items, or any other property of the Contractor, subcontractors
and the Architect, or employees, agents, or servants of same, which is not to
be included in and remain a part of the permanent construction. The
Contractor and subcontractors severally waive any rights of recovery they
may have against the Owner and the Architect for damage or destruction of
their own or rented property, or property of their employees of whatever kind
or nature.
12.7 EFFECT OF PROCUREMENT OF INSURANCE
12.7.1 Neither the procurement nor the maintenance of any type of insurance by the
Owner or the Contractor shall in any way be construed or be deemed to limit,
discharge, waive or release the Contractor from any of the obligations and
risks imposed upon him by the Contract or to be a limitation on the nature or
extent of such obligations and risks.
31 Rev. 12-5-2008
ARTICLE 13 - INDEMNIFICATION
13.1 To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless
the Owner and its agents and employees from and against claims, damages, losses, and
expenses, including but not limited to attorneys' fees, arising out of or resulting from
performance of the Work, provided that such claim, damage, loss or expense is
attributable to bodily injury, sickness, disease or death, or to injury to or destruction of
tangible property (other than the Work itself), but only to the extent caused by the
negligent, reckless or intentional acts or omissions of the Contractor, a subcontractors,
anyone directly or indirectly employed by them, or anyone for whose acts they may be
liable, regardless of whether or not such claim, damage, loss or expense is caused in part
by a party indemnified hereunder. Such obligation shall not be construed to negate,
abridge, or reduce other rights or obligations of indemnity which would otherwise exist
as to a party or person described in this Section.
In claims against any person or entity indemnified under this Section by an employee of
the Contractor, a Subcontractor, anyone directly or indirectly employed by them or
anyone for whose acts they may be liable, the indemnification obligation under this
Section shall not be limited by a limitation on amount or type of damages, compensation
or benefits payable by or for the Contractor or a Subcontractor under workers’
compensation acts, disability benefit acts or other employee benefit acts.
13.2 Neither the Owner's final acceptance of the Work to be performed hereunder nor the
making of any payment shall release the Contractor from his obligations under this
section. The enumeration elsewhere in the Contract of particular risks assumed by the
Contractor or of particular claims for which he is responsible shall not be deemed to
limit the effect of the provisions of this Section or to imply that he assumes or is only
responsible for risks or claims of the type enumerated.
13.3 It is the Owner's sole responsibility to directly contract for the removal, transport, and
disposal of all asbestos from the Improvement prior to the Contractor performing the
Work. The Contractor shall bid and recommend to the Owner an award for both the
asbestos survey and monitoring agency as well as the removal agency. The survey and
monitoring agency shall be directly responsible to the Owner for the monitoring and
supervision of all asbestos removal. The Contractor shall in no way be responsible for
supervision and monitoring or compliance with respect to the work of removing,
transporting, or disposing of the asbestos as performed by the Owner's contractor and
the Owner shall hold the Contractor harmless for all claims, if any, resulting from the
existence and/or removal of asbestos, provided that such claims are not the result of a
negligent act or omission, breach of contract, willful wrongful act or violation of law by
the Contractor.
32 Rev. 12-5-2008
ARTICLE 14 - GUARANTEES
14.1 Without limiting the Contractor's obligations under this Contract, and in addition to any
specific Guarantees required by the Contract Documents, the Contractor expressly
guarantees to perform the Work in a first class, workmanlike manner and guarantees all
Work against defects in material or workmanship for a period of one (1) year from the
date of acceptance of the work, and Final Payment by Cornell University, as specified in
these General Conditions. Acceptance means final acceptance of the entire work, early
partial occupancy notwithstanding.
14.2 All Guarantees or Warranties of equipment or materials furnished to the Contractor or
Subcontractors by any Manufacturer or Supplier shall be deemed to run to the benefit of
Cornell University. If any Manufacturer or Supplier of any equipment or material
furnishes a Guarantee or Warranty for a period in excess of one (1) year from the date of
acceptance, the Contractor's Guarantee, as provided in Paragraph 14.1 of this Article
shall be deemed to extend for a like period as to such equipment or material.
14.3 Within a reasonable time after receipt of written notice thereof, the Contractor shall
correct any defects in material or workmanship which exist prior to or during the period
of any Guarantee provided herein and any damage to other work or property caused by
such defects or the repairing of such defects.
14.4 Prior to final acceptance of the work, the Contractor shall deliver to Cornell University
copies of all Guarantees and Warranties on equipment and materials furnished by all
Manufacturers and Suppliers to the Contractor and all Subcontractors, with duly
executed instruments properly assigned said Guarantees and Warranties to Cornell
University. The Contractor shall bind said copies of Guarantees and Warranties
together in a single volume, grouped by trade and properly indexed.
14.5 The guarantees and warranties herein specified shall not be construed to modify or limit,
in any way, the Contractor's express or implied warranties or any rights or actions which
Cornell University may have against the Contractor by contract, law, statute, or in
equity, for breach of Contract or improper performance or defective Work.
ARTICLE 15 - INSPECTIONS AND TESTS
15.1 All tests made under this Contract shall be performed by testing agencies approved by
Cornell University and the Architect. The Contractor shall furnish Cornell University
with two copies of all test procedures intended to be used.
15.2 The Contractor shall give Cornell University and the Architect timely notice of its
readiness to have the Work inspected or tested. All inspections, tests or approvals
required by the Contract Documents, laws, ordinances, rules, regulations, or orders of
public authorities having jurisdiction shall be conducted in the presence of Cornell
University and the Architect, except as Cornell University may otherwise authorize.
Cornell University shall bear all costs for such inspections, tests, and approvals, except
as noted otherwise in the Contract Documents.
33 Rev. 12-5-2008
15.3 If Cornell University or the Architect should require other or additional inspections, tests
or approvals, not required by the above paragraphs, the Contractor shall give similar
notice of readiness. If such special inspection or testing reveals a failure of the Work to
comply with the requirements of the Contract Documents or laws, ordinances, rules,
regulations, or orders of any public authority having jurisdiction, then the Contractor
shall bear all costs therefor, including any additional services of the Architect made
necessary by such a failure and such costs shall not be included in the Cost of the Work
or General Condition Costs; otherwise such costs will be includes in General Condition
Costs.
15.4 Required certificates of inspection, testing or approval shall be secured by the
Contractor and delivered to Cornell University. Acceptance of test data or inspection of
any portion of the Work by Cornell University or the Architect shall not relieve the
Contractor of its obligation to perform the Work as required by the Contract. Failure of
Cornell University or the Architect to discover or reject defective Work, or Work not in
accordance with the Contract Documents, shall not be deemed an acceptance thereof, nor
a waiver of Cornell University's rights to a proper execution of the Work or any part
thereof. No partial or final payment, or partial or entire occupancy of the premises by
Cornell University shall be construed to be an acceptance of Work or of material which
is not strictly in accordance with the Contract, nor shall it be construed to be a waiver by
Cornell University or any of its rights.
ARTICLE 16 - SUBSTANTIAL COMPLETION - RIGHT TO OCCUPY
16.1 Upon Substantial Completion of the Work, Cornell University may occupy the facility.
The term "substantial completion" means the completion of the Work to the extent that
Cornell University may have uninterrupted occupancy or use of the facility or specified
portion thereof for the purpose for which intended. The Contractor shall obtain all
certificates of occupancy required prior to occupancy, and any electrical, mechanical and
plumbing certificates, or other certificates or required approvals and acceptances by
City, County, and State governments or other authority having jurisdiction.
16.2 Cornell University's acceptance and occupancy or use of any substantially completed
portion of the Work in accordance with the Contract Schedule shall not be the basis for
any claim by the Contractor for added costs, if any, to complete the Work or to operate
and maintain any building equipment and systems during such partial occupancy or use.
16.3 Cornell University shall have the right to occupy or use, ahead of schedule, any portion
of the work. If use or occupancy ahead of schedule should affect the cost of the work or
the Contract Schedule, it will be treated as a change to the work in accordance with
Article 9 hereof.
34 Rev. 12-5-2008
ARTICLE 17 - SAFETY AND PROTECTION
17.1 The Contractor shall take all safety precautions and be responsible for initiating,
maintaining and supervising effective safety programs to protect Cornell University
personnel, the public and all other persons on and about the construction site, from
personal injury.
17.2 The Contractor shall comply with all applicable provisions of Federal, State and local
laws relating to safety. The Contractor shall perform all work in compliance with the
requirement of the Occupational Safety and Health Act of 1970 as it may be amended,
and all regulations and standards issued pursuant thereto. The Contractor is fully
responsible for the safety and health of all persons engaged in the Work, and in no event
shall Cornell University be deemed to be the employer of any of said persons.
17.2.1 If any person engaged in the Work on Cornell University premises files a
charge of non-compliance with the Act, the Contractor shall promptly notify
Cornell University in writing upon receiving notice of such charge.
17.2.2 The Contractor shall notify Cornell University promptly upon receiving
notification that a Federal or State inspector shall visit the construction site to
inspect the compliance of the Contractor or any of its subcontractors with the
Act.
17.3 The Contractor shall designate a qualified member of its organization as the Safety
Engineer, whose duties shall be to develop the means and procedures to prevent
accidents and injury to persons or damage to property.
The Contractor shall send a copy of the qualifications for the designated person
responsible for the administration of the Contractor's safety program to the Owner’s
Representative. The qualifications shall indicate the name, title and training in safety
and fire prevention as well as prior experience of the designated person.
17.3.1 The Contractor shall instruct all its employees on all safety rules and all safety
procedures before beginning work. The Contractor shall submit a copy of the
Safety Program to Cornell University.
17.3.2 The Contractor shall conduct a weekly meeting with subcontractors to review
job safety and accident prevention, and shall prepare minutes that will be
available to the Owner’s Representative on request.
17.4 The Contractor shall provide all planking, bridges, bracing, shoring, sheet piling, lights
and warning signs necessary for the protection of streets, adjacent property and persons.
17.5 The Contractor shall not excessively load any structure, and shall protect the Work,
materials, equipment, Cornell University property, all finished work, and adjacent
property from loss or damage from any cause whatsoever.
17.6 The Contractor shall use all recognized safety procedures and techniques to protect life
and property during energizing and de-energizing of all electrical equipment.
35 Rev. 12-5-2008
17.7 Prior to the start of any excavation work or earth moving, the Contractor shall review
with the Architect or Cornell University's representative the location of underground
utilities, services, and structures in the area where the Work is to be performed. The
Contractor shall provide full time supervision during all excavation work and earth
moving, and shall take all reasonable care and precaution to protect from damage or
disruption to Cornell University's utilities, services and operations.
17.8 The Contractor shall provide competent security services, acceptable to Cornell
University, to protect the jobsite and materials stored off-site against theft, vandalism,
fire and accidents, etc., as required by job and location conditions. Mobile equipment
and operable equipment at the site, and hazardous parts of new construction subject to
mischief, shall be locked, or otherwise made inoperable or protected, when unattended.
17.9 In the event of accidents involving personal injury or property damage, the Contractor
shall immediately notify Cornell University and furnish as much data as is available. As
soon as practicable, a report shall be made to Cornell University in writing regarding the
extent of damage or injury, the persons involved and their employers, the number of days
persons are hospitalized, and any other pertinent information required by Cornell
University.
17.10 The Contractor shall provide to the Owner’s Representative, Material Safety Data
Sheets (OSHA Form 20 or the equivalent) for all chemicals to be used on site. All
chemicals requiring any precautionary measures (eg. special storage or disposal
requirements, personal protective equipment, or additional ventilation), shall be brought
to the attention of Cornell University for review and approval, prior to their use on site.
17.10.1 All chemicals brought on site by the Contractor shall be clearly labeled. The
label shall state the identity of the chemical, any associated hazards, and the
Contractor's name.
17.10.2 All Contractor employees who are using chemicals shall be made aware of the
hazards associated with their use. Safe chemical handling procedures in
accordance with OSHA or other governmental agencies, and manufacturer's
recommendations shall be used at all times.
17.10.3 The Contractor shall dispose of all chemicals in accordance with EPA and
Cornell University requirements, regardless of the size of the container or the
quantity of waste, and must receive prior approval of Cornell University.
17.11 In case of emergency which threatens loss or injury to persons or property, the
Contractor will be allowed to act, without previous instructions from the Owner, in a
diligent manner, to the extent required to avoid or limit such loss or injury, and he shall
notify the Owner immediately thereafter of the action taken.
36 Rev. 12-5-2008
ARTICLE 18 - ROYALTIES AND PATENTS
18.1 The Contractor shall pay all royalties and license fees and shall defend all suits or claims
for infringement of any patents, and shall save Cornell University harmless from loss on
account thereof; except that Cornell University shall be responsible for all such loss
when a particular process or product is specified by Cornell University unless the
Contractor shall have reason to believe that the particular process or product infringes a
patent, in which event it shall be responsible for loss on account thereof unless it
promptly provides such information to Cornell University.
ARTICLE 19 - CORNELL UNIVERSITY INFORMATION:
OWNERSHIP AND CONTROL
19.1 Ownership of Documents: All drawings, specifications, computations, sketches, test
data, survey results, photographs, renderings and other material relating to the Work,
whether furnished to or prepared by the Contractor, are the property of Cornell
University. The Contractor shall use such materials or information therefrom only in
connection with the Work of this Contract. When requested, the Contractor shall deliver
such materials to Cornell University.
19.2 Release of Information: The Contractor shall not divulge information concerning the
Work (including news releases, internal house organs, applications for permits, etc.) to
anyone without Cornell University's prior written approval, except to subcontractors and
suppliers to the extent that they need such information to perform their work. The
Contractor shall require a similar agreement from each such subcontractor and supplier,
requiring their compliance with the foregoing. Cornell University reserves the right to
release all information, as well as to time its release and specify its form and content.
The Contractor may obtain Cornell University's approval to release information by
submitting such request to the Owner’s Representative.
19.3 Confidential Information: The term "Confidential Information" means all unpublished
information obtained or received from Cornell University during the term of this
Contract which relates to Cornell University's research, development, manufacturing and
business affairs. The Contractor shall not disclose confidential information to any
person, except to its employees and subcontractors to the extent that they require it in the
performance of their Work, during the term of this Contract and until authorized by
Cornell University in writing. The Contractor and its subcontractors shall hold all
confidential information in trust and confidence for Cornell University, and shall use
confidential information only for the purpose of this Contract. The Contractor and its
subcontractors shall require all of their employees to whom confidential information is
revealed to comply with these provisions. The Contractor shall have an agreement with
each subcontractor, requiring their compliance with the foregoing.
37 Rev. 12-5-2008
ARTICLE 20 - TEMPORARY FACILITIES AND SERVICES
20.1 The Contractor shall provide all temporary facilities and services of every kind, as
required by the Contractor and by its subcontractors for their performance of the Work
and compliance with the Contract Documents, and shall remove such facilities and
complete such services upon the completion of all other work, or as Cornell University
may direct.
20.2 The Contractor shall obtain all required permits and approvals for and shall provide,
construct, or install, as well as operate, maintain, service and remove temporary
facilities and services.
ARTICLE 21 - SEPARATE CONTRACTS
21.1 Cornell University reserves the right to award separate contracts in connection with the
Project.
21.2 The Contractor shall cooperate with separate contractors so that their work may be
completed expeditiously and within normal working hours. The Contractor shall afford
such separate contractors reasonable opportunity for the introduction and storage of
their materials and equipment and for the execution of their work, and shall properly
connect and coordinate its Work with theirs.
21.3 The Contractor shall do all cutting, fitting, and patching, as shown upon or as
reasonably implied by the drawings and specifications, that may be required to fit its
Work to receive or be received by the work of separate contractors, and to make the
several parts of the work come together properly.
21.4 The Contractor shall not endanger any work of separate contractors by cutting,
excavating, or otherwise altering their Work, and shall not cut or alter their work
without the written approval of Cornell University.
21.5 If any part of the Contractor's Work depends upon the Work of any separate contractor,
the Contractor shall carefully inspect such work and promptly report to Cornell
University any apparent discrepancies or defects that render it unsuitable to receive its
Work. Failure of the Contractor to so inspect and report shall constitute an acceptance
of the other contractor's Work as fit and proper to receive its Work, except as to defects
not discoverable by careful inspection.
21.6 The Contractor shall indemnify and save Cornell University harmless from any liability
to any separate contractor because of the Contractor's fault, negligence or other
wrongful act or omission. The Contractor agrees to defend Cornell University at its
cost, against suits or claims by any separate contractor on account of any damage
alleged to result from the Contractor's fault or negligence.
38 Rev. 12-5-2008
ARTICLE 22 - CORNELL UNIVERSITY'S RIGHT TO TERMINATE
22.1 If there shall be filed by or against the Contractor in any court petition in bankruptcy or
insolvency or for reorganization or for the appointment of a receiver or trustee of all or a
portion of the Contractor's property, and within thirty days therefrom the Contractor
fails to receive discharge thereof, or if the Contractor makes an assignment for the
benefit of its creditors, or petitions for or enters into an agreement or arrangement with
its creditors, or if the Contractor fails to prosecute the Work properly, or if it should
persistently or repeatedly refuse or should fail to supply enough properly skilled
workmen or proper materials, or if it should fail to make prompt payment to
subcontractors for material or labor, or disregard instructions of the Architect, or be in
breach of any provision of this Contract, then Cornell University, may, without prejudice
to any other right or remedy and after giving the Contractor seven (7) days written
notice, terminate this Contract or any portion thereof, and take possession of the Work
and of all materials and finish the Work by whatever method it may deem expedient.
22.1.1 In the event of the termination of this Contract under Article 22.1, the
Contractor shall not be entitled to receive any further payment except as
provided in this section. Upon completion of the Work by others, Cornell
University shall then pay to the Contractor the net unpaid costs incurred by
the Contractor for Work completed and General Conditions, plus a pro-rata
portion of the Fixed Fee based on the Work completed to the date of
termination. However, Cornell University shall not be obligated to pay the
Contractor any amount for the foregoing which when added to the costs
Cornell University incurs to complete the Work plus amounts previously paid
to the Contractor, would exceed the Guaranteed Maximum Cost. If the cost
Cornell University incurs to complete the Work exceeds the Guaranteed
Maximum Cost, then the Contractor shall be liable to Cornell University for
such additional sum or sums which shall be necessary to compensate Cornell
University in consequence of such termination.
22.2 In addition to the right of Cornell University to terminate the Contract as provided in
paragraph 22.1 above, in the event Cornell University wishes to abandon, postpone or
terminate the Work or any portion thereof for any other reason whatsoever, including,
without limitation, the failure of the Contractor and Cornell University to agree upon the
pricing of Change Work in accordance with Article 9, Cornell University may terminate
the Contract in its entirety or as to any portion of the Work by giving ten (10) days prior
written notice to the Contractor of Cornell University's decision to terminate.
22.2.1 In the event of the termination of this Contract under Article 22.2, Cornell
University then shall pay to the Contractor the net unpaid cost incurred by the
Contractor for Work completed and General Conditions as well as related
termination costs, plus a pro-rata portion of the Fixed Fee based on Work
completed to the date of termination. (See Article 6.12 - Final Payment for
Applicable Payment Requirements.)
39 Rev. 12-5-2008
22.3 In the event of termination of the Contract, Cornell University will take possession of the
site and of all materials, equipment, and tools purchased by the Contractor and paid for
by Cornell University and will finish the Work by whatever method Cornell University
deems expedient.
ARTICLE 23 - CONTRACTOR'S RIGHT TO TERMINATE
23.1 Should the Work be stopped by a public authority or by the act or neglect of Cornell
University for a period three (3) months or more, through no fault of the Contractor, or
should Cornell University without justifiable cause fail to make any approved payment
within thirty (30) days after it is due the Contractor, then the Contractor, upon seven (7)
days written notice to Cornell University, may stop the Work or terminate this Contract
and recover from Cornell University payment for all Work completed and a reasonable
profit thereon. Cornell University shall have the right, however, to make any required
payment or cure any default during the seven (7) day period following written notice
and, in such event, the Contract shall not be terminated.
ARTICLE 24 - ASSIGNMENT
24.1 Neither this Contract nor any rights or obligations hereunder shall be assigned by either
party without the prior written consent of the other, except as may be expressly provided
elsewhere in the Contract Documents.
24.2 Cornell University at its option, may assign the contracts described in the Agreement to
the Contractor and the Contractor agrees to accept assignment of these contracts, and the
Contractor shall assume and perform all of Cornell University's obligations thereunder.
Upon assignment, the Contractor shall, in addition, be fully responsible to Cornell
University for the performance of all work and services covered by said contract as the
Contractor is for all its subcontracts.
24.2.1 The Contractor's responsibility specifically includes, without limitation,
receiving, off-loading, safeguarding, storing, installation, start-up and
checkout of equipment provided under all assigned contracts.
24.2.2 The Contractor shall assume the management responsibilities related to the
assigned contracts and any charges by the Contractor are included in its Fee.
40 Rev. 12-5-2008
ARTICLE 25 - NONDISCRIMINATION AND AFFIRMATIVE ACTION
25.1 Prior to execution of the Contract or the commencement of the Work thereunder, the
Contractor shall submit copies of his Affirmative Action Program and the Affirmative
Action Programs of his proposed subcontractors. Such Affirmative Action Programs
must be satisfactory to the Owner. The Contractor shall designate a Compliance Officer
in his organization who shall be responsible for implementing the Affirmative Action
Program of the Contractor and his subcontractors. Said Compliance Officer shall make
monthly reports on the Plans' progress and on the number of women and minority
workers employed and the dollar values of their contracts. These reports shall be
submitted to the Owner's Representative on the attached Minority - Women Utilization
and Affirmative Action Workforce Report forms. Such submissions shall be separate
from the Application for Payment process.
25.2 The Contractor agrees, in addition to any other nondiscrimination provisions of the
Contract, that the Contractor shall comply fully with and shall cooperate in the
implementation of any Affirmative Action Requirements for Equal Employment
Opportunity, Minority Business Enterprises (MBE) and Women Business Enterprises
(WBE) participation required by the Owner, at no additional cost to the Owner. Any
such requirements shall be incorporated in their entirety in all subcontracts of any tier.
25.3 These provisions shall be deemed supplementary to the nondiscrimination provisions
required by applicable federal and state laws.
25.4 The Contractor shall submit for Owner approval, a plan of affirmative action designed
to assure minority group members of equal opportunity in employment and subcontract
work.
25.5 The following forms to be used in submitting Affirmative Actions Plans are hereby made
a part of the Contract Documents:
A. Contractor's Affirmative Action Plan
-Use of MBE and WBE Vendors
-Summary of Bid Activity with MBE and WBE Subcontracts/Vendors
-Six Month Affirmative Action Workforce Projection
B. Minority - Women Utilization Report
C. Affirmative Action Workforce Report
The Contractor shall complete these forms and submit the completed forms to the Owner
within fourteen (14) days after the date of execution of the Agreement. A meeting to
review these forms may be scheduled by the Owner after receipt of the same.
41 Rev. 12-5-2008
25.6 The goals for participation (minority and female), expressed in percentage terms for the
contractor’s aggregate work force in each trade on all construction work, are as follows:
Carpenters 4.8%
Electricians 14.1%
Laborers 7.8%
Masons 2.8%
Painters 25.7%
Plumbers 5.9%
Sheetmetal Workers 4.0%
25.7 The Contractor shall demonstrate compliance with these goals by submission of the
Affirmative Action Workforce Report (Exhibit F – Form III) on a monthly basis. The
Prime Contractor shall provide a single monthly report inclusive of all subcontractor
information for the project labor. On-site office personnel should not be included in the
"workforce" totals. Such forms shall be submitted to:
Nancy Phelps, Manager
Contracts & Capital Projects
121 Humphreys Service Building
Cornell University
Ithaca, New York 14853
ARTICLE 26 - CORNELL UNIVERSITY GIFT POLICY
26.1 In keeping with Cornell University's policy of treating equally all persons and firms
doing or seeking to do business with or for Cornell University, whether as contractors,
subcontractors, or suppliers, such persons and firms are respectfully reminded that
Cornell University employees and their families may not personally benefit from Cornell
University's business relationships by the acceptance of gifts or gratuities. In addition, it
is expected that the Contractor's officers and employees shall conduct all business
related to this Contract within the highest ethical standards.
42 Rev. 12-5-2008
ARTICLE 27 - ACCOUNTINGS, INSPECTION AND AUDIT
27.1 The Contractor agrees to keep books and records showing the costs incurred for the
Work. Such books and records (including, without limitation, any electronic data
processing files used by the Contractor in analyzing and recording the Work) shall be
open for inspection and audit by the Owner and its authorized representatives at
reasonable hours at the Contractor's local office or at the Owner's office, if necessary,
and shall be retained by the Contractor for a period of seven years after the Work has
been completed, except that if any litigation, claim or audit is started before the
expiration date of the seven year period, the records shall be retained until all litigation,
claims or audit findings involving the records have been resolved.. Each Contractor
shall be similarly obligated to maintain, for inspection and audit by the Owner, books
and records respecting the Work. If requested by the Owner, the Contractor shall
furnish copies of any and all subcontracts, purchase orders and/or requisitions of any
nature associated with the project.
43 Rev. 12-5-2008
EXHIBIT "A"
Distribution to:
OWNER
ARCHITECT
CONTRACTOR
CHANGE ORDER FIELD
OTHER
Cornell University
Contracts & Capital Projects
121 Humphreys Service Building
Ithaca, New York 14853
PROJECT: CHANGE ORDER NUMBER:
TO (Contractor): INITIATION DATE:
OWNER'S CONTRACT NO:
CONTRACT DATE:
You are directed to make the following changes in this Contract:
Item No. Description Reference Amount
Not valid until signed by both the Owner and Contractor.
Signature of the Contractor indicates his agreement herewith, including any adjustments in the Contract Price or Contract Time.
The original (Contract Price) was $
Net change by previously authorized Change Orders $
The (Contract Price) prior to this Change Order was $
The (Contract Price) will be (increased) (decreased) (unchanged) by this Change Order $
The new (Contract Price) including this Change Order will be $
The Contract Time will be (increased) (decreased) (unchanged) by ( ) Days.
The Date of Substantial Completion as of the date of this Change Order therefore is
AUTHORIZED SIGNATURES:
CORNELL UNIVERSITY
CONTRACTOR OWNER
BY BY
TITLE TITLE
EXHIBIT "A-1"
DATE DATE
EXHIBIT "A-1"
CORNELL UNIVERSITY
Division of Facilities Services
Construction Contract Change Order Forms
Instructions to Change Order Documentation
Facilities Services (“FS”) has created this Standard Change Contract Change Order Request and
Change Order Summary Forms to facilitate preparation of contract change orders in conformity
with construction contract requirements. The forms have been prepared to comply with contract
requirements presented in the General Conditions, dated December 5, 2008.
The Change Order Request form shall be used by the Contractor and by all Subcontractors in
preparing their cost estimates for services associated with the Changed Work. The Contractor
shall submit to the Owner the Change Order Summary Form with all associated back-up
documentation.
Direct Cost of the Work:
1. Direct Labor – Include the “wages paid” hourly direct labor and/or foreman necessary
to perform the required change. “Wages paid” is the burdened labor rate documented in
accordance with Section 2.14 – Project Labor Rates of the General Conditions. “Assigned
Personnel or Work Crews” should be stated by trade or type of work performed not by
name of person or company title. For example carpenter, mason, backhoe operator, etc.
Supervisory personnel in district or home office shall not be included. Supervisory
personnel on the job-site, but with broad supervisory responsibility and paid as salaried
personnel, shall not be included as Direct Labor
2. Direct Material – Include the acquisition cost of all materials directly required to
perform the required change. Examples of “Unit of Measure” include square feet, cubic
yards, linear feet, days, gallons, etc.
3. Equipment – Include the rental cost of equipment items necessary to perform the
change. For company-owned equipment items, include documentation of internal rental
rates. Charges for small tools, and craft specific tools are not allowed.
Bond Premiums
The Contractor’s actual documented bond premium rate shall be added to all direct and
indirect costs of the proposed change.
Overhead & Profit
The Contractor’s overhead & profit rate shall be added to all direct and indirect costs of
the proposed change in accordance with the Contract.
EXHIBIT "A-1"
EXHIBIT "A-1"
SCHEDULE OF VALUES FOR CONTRACT PAYMENTS EXHIBIT "B"
(Based on Original Estimate)
Name of Contractor Project Title
Total Cost
Item Description Unit of Labor Material Other Cost of Per
No. of Item Quantity Measure Cost Cost Costs Item Unit
(1) (2) (3) (4) (5) (6) (7) (8) (9)
TOTALS $ $ $ $ $
NOTE: Each Allowance must be listed as a Separate Item.
Approved:
Contractor Date Architect Date Owner Date
FINAL RELEASE EXHIBIT "C"
FINAL WAIVER OF CLAIMS AND LIENS AND RELEASE OF RIGHTS
Date Contract Date
Project Contract Price
Address Net Extras and Deductions
City Adjusted Contract Price
County Amount Previously Paid
State Balance Due - Final Payment
The undersigned hereby acknowledges that the above Balance Due when paid represents payment in full for all labor,
materials, etc., furnished by the below named Contractor or Supplier in connection with its work on the above Project in
accordance with the Contract.
In consideration of the amounts and sums previously received, and the payment of $
being the full and Final Payment amount due, the below named Contractor or Supplier does hereby waive and release
the Owner from any and all claims and liens and rights of liens upon the premises described above, and upon
improvements now or hereafter thereon, and upon the monies or other considerations due or to become due from the
Owner or from any other person, firm or corporation, said claims, liens and rights of liens being on account of labor,
services, materials, fixtures or apparatus heretofore furnished by the below named Contractor or Supplier to the
Project. The premises as to which said claims and liens are hereby released are identified as follows:
.
The undersigned further represents and warrants that he/she is duly authorized and empowered to sign and execute
this waiver on his/her own behalf and on behalf of the company or business for which he/she is signing; that it has
properly performed all work and furnished all materials of the specified quality per plans and specifications and in a
good and workmanlike manner, fully and completely; that it has paid for all the labor, materials, equipment and services
that it has used or supplied, that it has no other outstanding and unpaid applications, invoices, retentions, holdbacks,
expenses employed in the prosecution of work, chargebacks or unbilled work or materials against the Owner as of the
date of the aforementioned last and final payment application; and that any materials which have been supplied or
incorporated into the above premises were either taken from its fully-paid or open stock or were fully paid for and
supplied on the last and final payment application or invoice.
The undersigned further agrees to defend, indemnify and hold harmless the Owner for any losses or expenses
(including without limitation reasonable attorneys' fees) should any such claim, lien or right of lien be asserted by the
below named Contractor or Supplier or by any of its or their laborers, material handlers or subcontractors.
In addition, for and in consideration of the amounts and sums received, the below named Contractor or Supplier
hereby waives, releases and relinquishes any and all claims, rights or causes of action in equity or law whatsoever
arising out of through or under the above mentioned Contract and the performance of work pursuant thereto.
The below named Contractor or Supplier further guarantees that all portions of the work furnished and installed
are in accordance with the Contract and that the terms of the Contract with respect to this guarantee will remain in
effect for the period specified in said Contract.
Sworn to before me this Corporation or Business Name
Day of 20 By:
Title:
EXHIBIT "E"
GUARANTEE
Date:
In accordance with plans and specifications and the terms and conditions of our contract with Cornell
University dated , we hereby guarantee
the as found in the specifications
for , Ithaca, New York to be free
(Project Title)
from defects in materials and workmanship for the period of year(s) from
, the date of acceptance by the Owner.
(Date)
(COMPANY)
By:
Title:
EXHIBIT "F"
FORM I
CONTRACTOR'S AFFIRMATIVE ACTION PLAN
Use of MBE and WBE Vendors
Please print or type all information,
except where a signature is required.
PROJECT:
Amount of Contract: $
Name of Prime Contract Bidder:
Address (Street, City, State and Zip Code):
Telephone Number (Including Area Code): Trade:
1. List previous Cornell University work done by your firm:
2. Do you intend to subcontract any work on this project? Yes No
A. What is the total dollar value of work you intend to subcontract?
Amount $ AND Range: From $ to $
3. Do you intend to purchase supplies and/or use vendor services?
A. What is the total dollar value of your intended purchase and/or vendor?
Amount $ AND Range: From $ to $
4. List the work you plan to subcontract in area A. below and list the items you propose to purchase
and/or vendor services you propose to use in area B. Use additional sheet(s) if required.
A. Trade Amount of Work to be B. Supplies and/or Vendor Services
Subcontracted
Trade Amount Item Amount
$ $
$ $
$ $
1
EXHIBIT "F"
FORM I
5. Indicate by dollar value and percentage of contract, the total of your goal for minority and female
vendors and subcontractor participation including your goal for purchases and services. (The
percentage given should be a percentage of your total contract amount.
MBE Amount $ AND Percentage %
WBE Amount $ AND Percentage %
6. Indicate your goal for minority participation in the labor force by dollar value and percentage of
total monthly manpower per trade.
MBE Amount $ AND Percentage %
WBE Amount $ AND Percentage %
7. List MBE and WBE vendors utilized by your firm over the past five (5) years:
MBE or WBE Vendor
CONTRACT
(Indicate which) ADDRESS PROJECT TRADE AMOUNT
This space provided for any comments your organization may have regarding the utilization of MBE and
WBE vendors:
OFFICER OF PRIME CONTRACT BIDDER:
Name and Title: Date:
Signature:
2
EXHIBIT "F"
FORM II
CONTRACTOR'S AFFIRMATIVE ACTION PLAN
Summary of Bid Activity with MBE and WBE
Subcontractors and Vendors
Please print or type all information,
except where a signature is required.
PROJECT:
Name of Prime Contract Bidder:
Address (Street, City, State and Zip Code):
Contact Person (Name, Title and Telephone Number):
MBE and WBE
Subcontractor/Vendor Item/ Bid Submitted: Award Status Date of
(Indicate which) Trade Date Amount Date Amount Elimination
EXPLANATION OF ELMINATION: Include meetings held for negotiation, etc.
(Use additional sheet if necessary)
OFFICER OF FIRM:
Name and Title: Date:
Signature:
EXHIBIT "F" FORM III
EXHIBIT "F" FORM IV
CORNELL UNIVERSITY Please print or type all information.
PROJECT PRIME CONTRACTOR
MINORITY - WOMEN UTILITZATION REPORT DATE
Dollar Dollar Dollar
Prime Contractor, Craft Amount Amount Amount
Subcontractor and and/or of Minority Firm of % of Women Firm of % of
Sub-Subcontractor's Name Trade Subcontract Name - Awards Trade MBE Contract Total Name - Awards Trade WBE Contract Total
TOTALS $ $ $
EXHIBIT "G”
EXHIBIT "H”
DIVISION 15 MECHANICAL TABLE OF CONTENTS
SECTION # SECTION
15010 Common Work results for HVAC
15050 Common Motor Requirements
15240 Vibration Isolation
15830 Unit Heaters
15832 Snow melting System
15860 HVAC Fans
15890 Metal Ducts
15900 Commissioning of HVAC
15932 Registers and Grilles
15990 Testing, Adjusting and Balancing
15995 Parking Garage CO Detection
Central Avenue Parking Garage TOC-1 MECHANICAL TOC-1
Cornell University
Ithaca, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
SECTION 15832 - SNOW MELTING SYSTEM
PART 1 - GENERAL
1.1 SCOPE
A. INCLUDED: All labor, materials, transportation, equipment, and services to install hydronic
snow melting system where indicated on the drawing for the project. The fluid utilized in this
system shall be 40% propylene/water solution.
B. RELATED WORK: Examine all other portions of the contract documents for work or other
terms and conditions related to the work in this section. Provide all work here under, as
required for the support and accommodation of related work.
1.2 CONDITIONS:
A. SHOP DRAWINGS: Shop drawings, or descriptions of materials, and details of installation
shall be submitted for approval as specified under TERMS AND CONDITIONS of contract
documents. Contractor shall render a manufacturer generated tubing layout for approval before
installation begins. The tubing layout shop drawing shall be completed in Auto Cad with color-
coded tubing loops with actual lengths and sensor locations. No fabrication or installation shall
be performed until approval is obtained. Said tubing layout will be basis of field verification
and acceptance before coverage of installed tubing.
B. COMPONENTS: All components of the buried tubing system shall be provided by one
manufacturer, including: tubing, fittings, manifolds, and other ancillary items required for a
complete installation, as manufactured by the Wirsbo Company.
PART 2 - MATERIALS
A. WIRSBO hePEX RADIANT TUBING
1. Tubing shall be cross-linked polyethylene, with maximum working pressure/temperature
of 160 psi @ 73.4 degrees F, 100 psi @ 180 degrees F, 80 psi @ 200 degrees F. The
hydrostatic stress board of PPI (Plastic Pipe Institute) shall issue these temperature and
pressure ratings. PPI is a division of SPI (Society of Plastics Industry).
2. The tubing shall be manufactured in accordance with ASTM standard specification F876,
as manufactured by the Wirsbo Company. The tubing shall be listed to this ASTM
standard by an independent third party testing laboratory.
3. All tubing shall be manufactured in the U.S.A.
4. The tubing shall be of cross-linked polyethylene manufactured according to the “Engel
Method-pex A” and offer the capability of kink removal in the field via the application of
heat. Tubing that cannot be repaired in this manner will not be accepted.
Central Avenue Parking Garage 15832-1 SNOW MELTING SYSTEM
Cornell University
Ithaca, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
5. The tubing shall have an oxygen diffusion barrier capable of limiting oxygen diffusion
through the tube to no greater than 0.10g/m3 /day @ 104 degree F water temperature.
6. The tubing dimensions shall be 5/8” nominal inside diameter and ¾” nominal outside
diameter in accordance with the ASTM standard.
7. The minimum bend radius for cold bending of the tube shall not be less than six (6) times
the outside diameter. Bends with a radius less than stated shall require the use of a bend
support as supplied by the tube manufacturer.
8. The tubing shall carry a twenty-five (25) year non-prorated warranty against failure due
to defect in material and workmanship. The manufacturer shall be required to have
manufactured tubing for at least 25 years to offer an equivalent warranty. Manifolds and
other ancillary components shall be warranted for eighteen (18) months from date of
shipment. Refer to Wirsbo’s General Conditions for the complete context of Wirsbo’s
limited warranty.
B. MANIFOLDS: 1-1/4” manifolds shall be of cast brass construction, manufactured of alloys to
prevent dezincification, and shall have integral loop circuit balancing valves and isolation
valves. Manifolds shall be able to vent air from the system, and shall be provided with support
brackets and tube bend supports. Manifolds shall be isolated from supply and return piping
with Griswold valves that are suitable for isolation, straining, and balancing.
C. FITTINGS: Fittings shall be manufactured of dezincification-resistant brass. The tubing
manufacturer must supply these fittings. Each fitting assembly shall consist of a compression
fitting with insert, compression ring, and a compression nut.
D. CONTROLS
1. A control system specifically designed for snow melting shall enable and control the idle
and melting modes of the slab. The slab temperature control shall be supplied with an all-
brass temperature and moisture sensor suitable for installation in the slab. Sensors for
slab water supply and slab water return temperatures shall also be supplied with control.
The control shall have an output dedicated to the modulation of a Griswold two-way
valve or vary the speed of a Taco 00 series circulator that controls the output of a Taco
TFP stainless steel plate and frame heat exchanger. The control shall be a Wirsbo Snow
Pro. The control, pump, and the valve shall both require 115/1/60 power.
2. The snow melt control, utilizing slab temperature, presence of moisture, slab supply
water temperature, and slab return water temperature as inputs, shall have the capability
to reset the slab supply water temperature according to whether or not the slab is in idle
or melt mode. The control shall enable and then idle the slab at 34 degrees F until there
is moisture detected. At that point the slab will enter the melt mode and be accelerated to
a temperature of 38 degrees F. The control shall have the capability of metering and
limiting the rate of input to the slab so as to prevent cracking in either the idle or melt
mode. When the slab is above 34 degrees F, the system will be shut down.
Central Avenue Parking Garage 15832-2 SNOW MELTING SYSTEM
Cornell University
Ithaca, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
PART 3 - INSTALLATION OF RADIANT TUBING
A. Radiant tubing loops shall be installed in accordance with manufacturer’s recommendations and
the details as shown on the contract drawings or approved shop drawings.
B. All fittings shall be accessible for maintenance. There shall be no fittings or splices from the
point at which the tubing enters the panel to the point at which it exits the panel.
C. If the installing contractor is not familiar with radiant systems, the radiant equipment
manufacturer shall make an instructional period available to familiarize the contractor with all
aspects of the installation before any tubing is delivered.
D. The tubing system shall be pressurized with air to 60 psig 24 hours prior to the encasement in
the radiant panel. The tubing system shall remain at this pressure during the panel installation,
and for a minimum of 24 hours thereafter to ensure system integrity. The contractor assumes all
liabilities for suitable safety precautions and testing, including the use of compressed air.
E. At the time of start up, the contractor shall: follow the manufacturer’s recommendations for
system water and temperature balancing, record balance settings at each manifold location, and
render to the owner a complete record of these settings for inclusion in relevant operation and
maintenance manuals.
Central Avenue Parking Garage 15832-3 SNOW MELTING SYSTEM
Cornell University
Ithaca, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
SECTION 16010 ELECTRICAL GENERAL REQUIREMENTS
PART 1 GENERAL
1.1 RELATED DOCUMENTS
A. The General and Supplement Conditions and General Requirements as presented in Division 1
shall apply to the work under this section of the Specifications as if printed herein.
B. Where General and Supplement Conditions and General Requirements clauses are repeated in
these Specifications, it is to call special attention to them, or as a further qualification. No
General and Supplement Conditions and/or General Requirements clause referring to the work
of this Section shall be considered waived unless specifically stated herein.
C. Unless otherwise shown on the Contract Drawings, or unless otherwise specified in other
Sections of these Specifications, the requirements specified in this Section are applicable to all
electrical work of this Contract. Additional requirements applicable to individual Sections of
these Specifications are specified in those Sections, or are shown on the Contract Drawings.
D. The Specifications and Contract Drawings shall form part of the Contract Documents.
1.2 SUMMARY
A. Provide all labor, materials, supplies, tools, machinery, equipment, scaffolding, transportation,
rigging, storage, utilities, supervision and all required permits and licenses necessary to
complete the electrical work under this contract.
B. Provide a complete working electrical installation with all equipment called for in proper
operating condition. Documents do not undertake to show or list every item to be provided.
When an item not shown or listed is clearly necessary for proper operation of equipment that is
shown or listed, provide the item, which will allow the system to function properly at no
increase in Contract Price.
C. Coordinate the electrical work with the work of the other trades so as to resolve conflicts
without impeding job progress or the construction schedule.
D. Examine all the Contract Documents in order to determine the extent of the Work required to be
completed under this Section. Failure to examine all the Contract Documents for this project
will not relieve this contractor of the responsibility to perform all the Work required for a
complete, fully operational and satisfactory installation.
E. Bidders are deemed to be aware, on the basis of the background and experience, of materials
which may be required in the discharge of their responsibilities, even though unspecified. Such
as claims for extras for unspecified shoring or supporting materials will not be considered if the
need for such materials would have been reasonably obvious to the bidders skilled and
experienced in the work to be done and the submittal of a bid shall be deemed a waiver of any
such claims.
F. Provide notice with bid proposal of any concrete work required by this Section that is not
indicated on the Structural or Architectural Drawings.
Central Avenue Parking Garage 16010-1 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
1.3 CODES, STANDARDS, FILING AND PERMITS
A. The Electrical installation shall comply with the latest revised versions of all applicable laws,
rules, regulations, standards, codes and ordinances of the federal, state and local authorities
having jurisdiction and other requirements specified in other Specifications and Contract
Drawings.
B. If any of the provisions of the laws, rules, regulations, standards, codes, ordinances and
requirements of the Contract Drawings or Specifications are in conflict with one another, the
most stringent requirements shall govern.
C. Nothing in the Contract Drawings or Specifications shall be construed to permit Work not
conforming to the applicable laws, ordinances, rules, and regulations. It is not the intent of the
Contract Drawings or Specifications to repeat the requirements of codes except where necessary
for completeness or clarity. Any modifications required by the above said authorities having
jurisdiction shall be made without additional cost to the Owner. Where Contract Drawings and
Specifications requirements are in excess of the rules, regulations and code requirements, and
are permitted under the code, the Contract Drawings and Specifications shall govern.
D. All materials and equipment, materials and methods shall comply with all applicable
requirements of laws, codes, ordinances, legislations, etc., of all federal, state and local
authorities whether indicated on the contract documents or not.
E. Obtain the required permits from the local authorities for this work and pay for all fees required
by the local, State, and Federal authorities for permits, inspections and review, including special
agency construction and operating permits. Make corrections in the work as required by the
Owner's Representative or Inspector to pass local regulations.
F. The Contractor shall be responsible for filing drawings, inspection arrangement and obtaining
approval from the Authorities having jurisdiction. The Contractor shall be responsible for all
related fees.
1.4 REFERENCES
A. American National Standards Institute (ANSI).
B. Environmental Protection Agency (EPA)
C. Electrical Industries Association/Telecommunication Industries Association (EIA/TIA)
D. Americans with Disabilities ACT (ADA)
E. Fire Code of New York State (FCNYS)
F. Illuminating Engineering Society (IES).
G. Building Code of New York State (BCNYS)
H. Institute of Electrical and Electronics Engineers (IEEE).
I. National Electrical Code (NEC)
Central Avenue Parking Garage 16010-2 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
J. National Electrical Manufacturer's Association (NEMA).
K. National Fire Protection Association (NFPA).
L. National Electrical Contractors Association (NECA)
M. National Electrical Testing Association (NETA)
N. National Uniform Seismic Installation Guidelines (NUSIG)
O. Underwriters' Laboratories (UL).
P. Occupational Safety and Health Administration (OSHA)
Q. International Conference of Building Official Codes (ICBO)
R. State of New York Codes, Rules and Regulations (NYCRR)
S. Energy Construction Conservation Code of New York State (ECCC of NYS)
1.5 DEFINITIONS
A. For purposes of these Specifications the following definitions apply:
1. “ARCHITECT”: the Architect of record.
2. “ENGINEER”: the Engineer of record.
3. “CONTRACTOR”: the individual, partnership or corporation to whom the Contract for
the Electrical work has been awarded.
4. “OWNER” University of Texas at Austin.
5. “PROVIDE”: to “Furnish” and “Install”.
6. “INSTALL”: to join; unite; fasten; link; attach; set up or otherwise connect together;
complete, tested, and ready for normal satisfactory operation.
7. “FURNISH”: to supply all materials, labor, equipment, testing apparatus, controls, tests,
accessories, and all other items customarily required for the proper and complete
application.
8. “AS DIRECTED”: as directed by the Architect or the Engineer.
9. “CONCEALED”: embedded in masonry or other construction, installed below slabs,
behind wall furring or within double partitions, or installed within hung ceilings.
10. “SUBMIT”: submit to the Architect and/or the Engineer for review.
1.6 WORK INCLUDED
A. The Work includes but is not limited to the following systems, equipment, and services:
1. All work associated with the new incoming electrical services.
2. Service switchboards, switchgears and an electric metering provisions.
3. Switchboards, Switchgears, Distribution, and panelboards for lighting and power.
Central Avenue Parking Garage 16010-3 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
4. Feeders, subfeeders, and branch circuiting for light, power and control wiring, including
connections to all service switchboards, distribution switchboards, transfer switches,
panelboards, transformers, motor control equipment, disconnect devices, outlets, motors
and equipment included in these Specifications or indicated on contract drawings.
5. Furnishing and installation of lighting equipment, lighting fixtures, lamps, contactors,
lighting control systems, etc.
6. Installation and testing of lighting equipment and controls.
7. Life safety devices, wiring and interface with the building automation system.
8. Telecommunications empty raceway system.
9. A complete electrical grounding system.
10. Fire Alarm and Smoke Detection System
11. Testing and Balancing Loads.
12. Furnishing and installation of heating cable for freeze protection of all piping.
13. Installation and testing of the standby/emergency light and power system including all
power and control connections.
14. Installation and testing of automatic transfer switches including all power and control
connections.
15. Installation and wiring of individual motor controllers including variable speed drives
provided by others.
16. Connection of all motors, equipment, interlocks, safety devices, and other components as
indicated on the Drawings, including all motor controllers.
17. Furnishing and installing all interlock wiring not provided by the Building Automation
and Temperature Control (BATC) System
18. Labor and/or standby assistance in commissioning the control and instrumentation
systems provided with Building Automation and Temperature Controls Section of the
Specification.
19. Connection of all equipment furnished under other Divisions and/or by the Owner.
20. Remove the protective coverings on the lighting fixtures when required by the heating,
ventilating and air conditioning air balancing subcontractor.
21. Miscellaneous items as required for complete and functioning systems as specified herein
and indicated on the Drawings.
22. Provide all excavation and back-fill required for Division 16 Work.
23. Supports, vibration isolation and seismic restraint devices.
24. Furnish and set all sleeves complete with seals and firestops as specified herein and as
required by the Authority having jurisdiction for the passage of conduit, etc. through
structural steel, decking, masonry and concrete walls and floors, drywall construction,
any other rated construction assembly, and elsewhere as will be required for the proper
protection of each raceway and busduct passing through a wall, floor, etc. Coordinate the
work with the work of other Trades in order to properly expedite and perform the work.
Furnish shop drawings showing the size and location of all required holes through the
concrete floors and walls.
25. Participate in and assist in the testing, operation and commissioning of all electrically
powered equipment as required during the performance testing and startup of the work of
other Sections. Refer to other Sections for additional requirements.
Central Avenue Parking Garage 16010-4 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
26. Instruments as required for operating and testing the various systems shall be furnished
and installed complete as specified herein.
27. Owner's personnel shall be fully instructed regarding operation and maintenance of the
entire installation and complete printed or typed instruction booklets shall be provided
covering maintenance, operation, and adjustment of each piece of equipment. Spare parts
lists for each piece of equipment shall be furnished.
28. Provide smoke detector elements in the ductwork in cutouts provided by Division 15.
Closely coordinate the installation of all smoke detector elements with the work of the
Heating, Ventilating and Air Conditioning Section of the Contract Documents.
29. Complete all tests required by all rules, regulations, etc. of all authorities having
jurisdiction and prepare, complete and file all forms, tabulations, plans, etc., including
Controlled Inspections, pertinent thereto with the referenced authorities and accomplish
such work with personnel of proper caliber, in particular Professional Engineers, where
so required.
30. Participate in and provide labor for “off hour” testing of equipment and systems as
required by working conditions or by the Authorities Having Jurisdiction to obtain all
“Temporary Certificate of Occupancy (TCO)” and final “Certificate of Occupancy”.
31. Patch or replace all fireproofing if it is damaged or removed during the installation of the
Electrical Work.
32. Furnish access doors in general construction.
33. Power and an empty raceway system and power supply for the low voltage systems
components (refer to Security, Telecommunication, Audio/Visual etc. drawings and
specifications).
34. Conduit, raceways, cable trays, sleeves, etc., for the telecommunication systems.
1.7 SUBMITTALS
A. Submit detailed and fully coordinated shop drawings showing all conduit routes, equipment
with nameplate, devices and pull boxes for each floor including all the Electrical Rooms. The
Electrical Rooms shall be shown with large-scale layout shop drawings.
B. Submit manufacturer’s data, shop drawings and samples as noted of all proposed equipment
including but not limited to the following:
1. Switchboards
2. Cable Identification Tags (include sample)
3. Disconnect switches
4. Current Transformer Cabinets
5. Circuit Breakers
6. Wires and Cables (include sample)
7. Fuses
8. Lighting Control Switches (include sample)
9. Equipment/Devices Name Plates (include sample)
10. Receptacles (include sample)
11. Panelboards
Central Avenue Parking Garage 16010-5 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
12. Fireproofing (include sample)
13. Conduits
14. Cable Supports(include sample)
15. Heating Cable
16. Metering System
17. Grounding Equipment
18. Seismic Restraint Systems
19. Transformers
20. Vibration Isolation Devices
21. Lamps
22. Floor Boxes and Junction Boxes
23. Wiring Devices (include sample)
24. Emergency Lighting System
25. Conduit Fittings
26. Switch plates (include sample)
27. Receptacle Plates (include sample)
28. Nameplates (include sample)
C. Submit detailed and fully coordinated large-scale layout shop drawings showing the sections of
all congested areas to show relative position and spacing of the effected elements.
D. The large-scale layout shop drawings shall be a minimum of (1 / 4 ) in. equal to 1 ft. scale.
E. Submit calculations where required by the Specifications or the Contract Drawings.
F. Submit certified test reports and trip setting of overcurrent and overload devices where required
by the Specifications or the Contract Drawings.
G. All symbols and designations used in preparing Record and Coordination Drawings shall match
those used in the Contract Drawings.
H. Prior to Final Acceptance, the following data shall be furnished to the Owner.
1. Record Drawings.
2. Coordination Drawings
3. Operation and Maintenance Manuals
4. Manufacturer’s Data of the equipment and devices installed
1.8 QUALITY ASSURANCE
A. All workmen performing under this Division shall be skilled workers of the trade involved.
Where specialty work, such as splicing or welding are required, submit proof of training,
experience and work history for each workman, for review by the Engineer. Only approved
workmen shall perform specialty work.
Central Avenue Parking Garage 16010-6 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
B. All electrical work shall be performed by an electrical contractor licensed in the state (and the
city as required) in which the work is to be performed.
C. All electrical materials and equipment for which there is a nationally recognized standard shall
bear the conformance labeling of the third party inspection authority, such as Underwriters
Laboratories Inc., Factory Mutual, ETL, or other recognized agency listed, in accordance with
the requirements of the local Authority having jurisdiction.
D. Asbestos or items containing asbestos shall not be furnished or installed.
E. All calculations required by this and other various Sections of these Specifications, or as shown
on the Drawings, shall be certified and sealed by a Professional Engineer licensed in New York
State and shall be submitted to the Engineer for review.
F. With the exceptions as specified and/or indicated on the Drawings or in the Specifications, the
Contractor shall apply, install, connect, erect, use, clean, commission and condition
manufactured articles, materials, and equipment per Manufacturer's current printed instructions
and recommendations. Copies of such printed recommendations shall be kept at the Project site
and made available as required.
G. Where the manufacturer's recommendations conflict with the Contract Documents, the conflict
shall be brought to the Engineer's attention immediately.
1.9 GUARANTEE
A. Submit a single guarantee stating that all portions of the work are in accordance with Contract
Documents. Warrant all work against faulty and improper material and workmanship for a
period of one year from date of substantial completion, except that where guarantees or
warranties for longer terms are specified herein, such longer term shall apply. At no additional
cost to Owner, within 24 hours after notification, correct any deficiencies which occur during
the warranty period (including all parts, material, labor, etc.), all to the satisfaction of the Owner
or his designated representative. In default thereof, the Owner may have such work done and
charge all costs to the Contractor. This Contractor shall require similar guarantees from his
Subcontractors.
B. During the warranty period, the Contractor shall guarantee the following in a form satisfactory
to the Owner:
1. All equipment will develop capacities and performance characteristics specified.
2. The systems shall operate without malfunction.
C. The start of the Contractor’s warranty period shall commence on the issue of a “Certificate of
Substantial Completion”, by the Owner or the Owner’s Representative for each item of
material, equipment, or system.
D. The Subcontractor shall confer with the Construction Manager prior to the bid date concerning
the project schedule and determine if there is a need to operate any items of equipment or
systems for temporary light, power, heating and/or cooling or other reasons prior to “Substantial
Completion”. All required extended warranty costs for equipment, materials, and systems shall
be included in the Subcontractor’s bid.
Central Avenue Parking Garage 16010-7 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
E. Warrant that all components, subsystems and systems will perform their specified functions
from the date of turnover and commercial operation through the useful life of the system. In the
event components fail for any reason, including Year 2000 issues, be responsible to repair,
replace and reimburse the Owner for all costs associated with the component, subsystem or
system that failed to perform the specified function.
1.10 SCHEDULING
A. The following is a summary of the scheduling milestones described in the text of the
Specifications. The Contractor shall start on or schedule the following upon receiving notice to
proceed.
1. Immediately upon award of this Contract, this Contractor, shall have a pre-construction
meeting with the Architect and Engineer.
2. On or before three (3) weeks after notice to proceed, submit a complete, typed list of the
subcontractors, equipment manufacturers and suppliers they intend to use to the Engineer
for review.
3. On or before six (6) weeks after notice to proceed, prepare an index of all his Electrical
shop drawings and brochures for the Project.
4. As requested by the Construction Manager, the Contractor shall submit "Coordination
Drawings" to the Engineer for review.
5. As requested by the Construction Manager, the Contractor shall provide a detailed
schedule of completion indicating when each system is to be completed and outlining
when tests will be performed.
6. Submit proposed test procedures, recording forms and test equipment for review by the
Engineer prior to execution of testing.
7. Submit six (6) final copies of the Operation and Maintenance books to the Engineer for
review at least ten (10) weeks before Final Review of the Project.
1.11 VERIFYING EXISTING CONDITIONS
A. Before commencing work, examine all adjoining work on which this work is in any way
dependent for perfect workmanship according to the intent of this Specification, and report to
Construction Manager any condition which prevents performance of first-class work. No
“waiver of responsibility” for incomplete, inadequate or defective adjoining work will be
considered unless notice has been filed before submittal of a proposal.
1.12 SPACE CONSTRAINT
A. The equipment selections used in the preparation of the Contract Documents will fit into the
physical spaces provided and indicated, allowing ample room for access, servicing, removal and
replacement of parts, etc. Adequate space shall be allowed for clearance in accordance with
Code requirements, the requirements of the Local Authorities Having Jurisdiction, and the
equipment manufacturer's recommendations.
B. In the preparation of Drawings, a reasonable effort to accommodate acceptable equipment
manufacturer's space requirements has been made. However, since space requirements and
equipment arrangement vary according to each manufacturer, the responsibility for initial
access, maintenance access, code required access, and proper fit rests with the Contractor.
Central Avenue Parking Garage 16010-8 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
C. Physical dimensions and arrangements of equipment to be installed shall be subject to the
Architect's and Engineer's review.
1.13 DRAWINGS AND COORDINATION WITH OTHER WORK
A. Contract Drawings
1. Drawings are essentially diagrammatic, intended to convey the scope of work and to
indicate the desired location or arrangement of equipment, devices, conduit runs, outlets,
etc and are to be followed as closely as possible. Judgment must be exercised in
executing the Work so as to secure the best possible installation in the available space
and to overcome local difficulties due to space limitation or interference with structural
conditions.
2. Drawings indicate, diagrammatically, the routes of duct banks and conduit system, unless
specifically dimensioned, and do not indicate the required pull boxes, cable support
boxes, fittings, seismic restraint, supports or similar items required for a complete system
3. Exact routing of wiring and locations of outlets, panels, equipment, devices, luminaires,
etc., shall be governed by structural conditions, obstructions and existing conditions.
Architect reserves right, at no increase in cost, to make any reasonable change in
locations of electrical items, exposed at ceiling and/or on walls, to group them into
orderly relationships and/or increase their utility.
4. The Contractor shall follow the Drawings in laying out the Work and check drawings of
all trades to verify spaces in which Work will be installed. Maintain maximum headroom
in all areas. Where space conditions appear inadequate, the Architect shall be notified
before proceeding with the installation.
5. Work not shown on the Drawings but called for in the Specifications, or vice versa, shall
be provided by the Contractor without additional expense to the Owner.
6. Certain materials will be furnished, installed, or furnished and installed, under other
Sections of the Contract Documents. Examine the Contract Documents to ascertain these
requirements
7. Where variance occurs between the Drawings and Specifications, or within either
document itself, the items or arrangement of better quality, greater quantity, or higher
cost shall be included in the contract price. The Contractor shall request clarification in
writing from the Architect on which item and manner in which the Work shall be
installed.
8. Equipment’s location and dimensions shown on the Drawings is approximate of a typical
equipment of the class indicated and has been coordinated for structural penetrations,
electrical requirements, operating and service requirements, and physical size with regard
to the space where the equipment is shown. Other specified manufacturers of this
equipment will be acceptable contingent on the Contractor providing a complete
installation and maintaining full responsibility to provide, at no additional cost, any
modifications to the structure or electrical service that are required to properly install,
operate, and service the equipment. These modifications shall not include additional area
for the equipment unless approved by the Architect.
9. Locations shown on Architectural Reflected Ceiling Drawings, Architectural Floor Plans
or on wall elevations shall take precedence over electrical plan locations. For setting out
of devices, the Contractor shall refer to the Architectural Drawings.
Central Avenue Parking Garage 16010-9 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
B. Coordination
1. Due to space constrain conditions in some areas Work out all such spaces involving
Work under this Division and Work in other Divisions in advance of installation. If
necessary, and before Work proceeds in these areas, prepare supplementary Drawings
under this Division for review, showing all Work in these spaces. Provide supplementary
Drawings and additional Work necessary to coordinate the work in such spases.
2. Carefully check space requirements with other Sections of the Contract Documents to
insure that all material can be installed in the spaces allotted thereto.
3. Transmit to other Trades information required for work to be provided under other
Sections such as space for access to pull boxes, cable support boxes, control wiring and
connections, access doors in ample time for installation.
4. The Construction Manager and all Trades shall coordinate the installation of equipment,
conduit, busduct, ductwork, piping, cable, cable trays, etc., with the installation of
luminaires, special ceiling construction, air distribution equipment and the structure.
Provide additional rises, drops, offsets and pullboxes as required. If, after installed, new
conduit, busduct, ductwork, piping or cable is found to be in conflict with the
architecture, structure, or other trade Work which is either existing or shown on the
Contract Documents, the conduit, busduct, ductwork, piping or cable shall be relocated
without additional cost to the Owner
5. Wherever work interconnects with work of other Sections, coordinate this work to insure
that other Sections are advised of the information necessary so that they may properly
install all the necessary connections and equipment. Identify all work items in an
approved manner in order that the work of other Sections may know where to install
access doors and panels.
6. Furnish and set all sleeves for passage of the electrical service and distribution, and low
voltage system services through structural masonry and concrete walls and floors and
elsewhere as will be required for the proper protection of each conduit passing through
building surfaces. Coordinate this work with the Construction Manager in order to
properly expedite and perform this work and provide fireproofing in accordance with
these Contract Documents.
7. A planned sequence of operation is required to properly install the complete systems. It
shall be the responsibility of this Section to coordinate, protect and schedule its work
with other Sections in accordance with the construction sequence.
8. Architectural drawings shall be checked for ceiling height requirements. Where no
ceiling height is stated, request direction from Architect prior to commencing work.
9. Field drilling, cutting and/or reinforcing of holes in structural metal deck required for
work under this Section shall be coordinated through the Construction Manager and
approved by the Structural Engineer. All such drilling, cutting and reinforcing costs shall
be included as work of this Section of the Contract Documents.
10. Differences or disputes concerning coordination, interference or extent of Work between
Divisions shall be decided by Architect. The Architect’s decision, if consistent with
Contract Documents requirements, shall be final.
11. Coordinate electrical power and control wiring requirements of mechanical equipment
with Division 15.
12. Coordinate electrical power and control wiring requirement of Building Management
System with Division 17.
Central Avenue Parking Garage 16010-10 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
13. Equipment rough-in locations shown on the Drawings for equipment furnished by Owner
and for equipment furnished under other Divisions are approximate only. Obtain exact
rough-in locations from following sources:
a. From shop drawings for Contractor-furnished and installed equipment.
b. From Architect for Owner-furnished Contractor-installed equipment.
14. Where conflict exists between rough-in shown on drawings and that shown or required
by equipment to be installed, obtain clarification from Architect and provide rough-in as
directed.
15. Provide templates, information and instructions to other Divisions to properly locate
holes and openings to be cut or provided for the Work.
16. The Contractor shall cooperate and confer with other trades as to locations of their
materials and equipment before erecting work, so as to avoid interference as much as
possible, and in such a manner that will in no way retard progress of construction. In the
event that interferences develop, the Architect’s or Owner's decision will be final as to
which Division shall relocate its work, and no additional compensation will be allowed
for the moving of piping, ductwork, conduit or equipment to clear such interferences.
17. Coordinate with the Civil Engineer and Cornell University requirements for service
connections and provide all necessary materials, labor and testing.
18. Furnish to appropriate trades, shop drawings, catalog sheets and instructions necessary
for construction of concrete bases, concrete encasement, anchor bolts, and other
construction required to accommodate installations under other Sections.
19. Before installing electrical work, all pertinent drawings shall be studied and precise
information obtained from the architectural schedules, scale drawings, large scale and full
size details of finished rooms, reviewed shop drawings or from the Architect. It shall be
understood that even after all the coordination there may be cases where some electrical
work, due to the unforeseen site conditions, may required to be relocated from the
location shown. In such cases, the contractor shall relocate the electrical work if so
directed by the Architect or Owner at no increase in cost. Make any necessary adjustment
of the work to fit conditions for luminaries, switches, Fire alarm devices and for outlets
occurring in glazed tile, block, wood paneling or other special finish material in order that
all boxes shall be flushed. with finish and be centered properly. In centering outlets make
due allowance for overhead piping, ducts, window and door trim, variations in thickness
of furring, plastering, etc., as erected, regardless of conditions which may be otherwise
shown on small scale drawings. Electrical work incorrectly located shall be properly
relocated without expense to the Owner
20. Locate local switches which are shown near doors at the strike side of the door, unless
specifically noted on plans to be beyond the open door.
21. In Mechanical Rooms, Electric Rooms, Elevator Machine Rooms, Pump Rooms,
Communications Rooms, etc., light fixture arrangement shall be adjusted to suit the final
coordinated equipment, duct, conduits, racks and piping, layouts. Fixtures shall be
mounted approximately 9 feet 0 inches above the finished floor, unless otherwise noted
on the Drawings.
22. Coordinate all components and aspects of the work, in order to minimize power
shutdowns to the power distribution systems. Should any part of the Work require an
"off-hours" shutdown, supply temporary services or feeders to maintain operation of the
existing systems and equipment.
C. Coordination Drawings
Central Avenue Parking Garage 16010-11 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
1. The Contractor shall produce a complete set of the “Coordination Drawings” showing
electrical, mechanical, plumbing, fire protection, structural and architectural for the
project.
2. The Drawings shall indicate the equipment actually purchased and the exact location of
the equipment and the exact routing and elevations for all lines such as piping, conduit,
ductwork, etc,. All dimensions shall be referenced to building structural centerlines.
3. All Contract Drawing space allocations shall be maintained, such as ceiling height, chase
walls, equipment room size, etc., unless prior written authorization is received from the
Architect to change them.
4. The Drawing preparation and completion shall comply with the requirements of the
project construction schedule.
5. Prior to commencing work, the Contractor shall obtain from the Architect or Engineer a
set of AutoCAD Architectural and Engineering Drawings files to be used to produce the
Drawings. The Contractor and each Subcontractor shall give to the Architect and
Engineer the written release included as part of this Section of the Specification, signed
by a corporate officer of the Contractor and each Subcontractor who requires the
diskettes, prior to receipt of the diskettes.
6. The plan drawings, prepared on electronic media (CAD) at a scale not less than 3/8 in.
equal to 1 ft., shall serve as the base drawings to which all other Contractors will overlay
and add their work. Each trade shall draw their work on separate layers represented by
individual colors.
7. The Contractor's "Coordination Drawings" indicating piping, conduit, busway, and
equipment support points and loads exceeding 500 lb. imposed on the building structure
shall be submitted to the Project Structural Engineer for review and approval. The
elevation, location, support points, static, dynamic and expansion forces and loads
imposed on the structure at support, and anchor points, and the size of all lines shall be
indicated.
8. All beam penetrations and slab penetrations shall be indicated and sized and shall be
coordinated. All work routed underground or embedded in concrete shall be indicated by
dimension to column and building lines and shall be coordinated. This requirement for
"Coordination Drawings" shall not be construed as authorization for the Contractor to
make any unauthorized changes to the Contract Drawings.
9. Prepare large scale detailed layout Drawings showing locations of equipment, conduit
runs, panels, and all other elements of electrical systems where required by other Sections
of this Division, plus sections of all congested areas to show relative position and spacing
of affected elements. All symbols and designations used in preparing Record Drawings
shall match those used in Contract Drawings.
10. The Work shall be installed in accordance with the shop drawings and the “Coordination
Drawings”. If the Contractor allows one trade to install their work before coordinating
with the work of other trades, the Contractor shall make necessary changes to correct the
condition without extra cost to the Owner.
11. Prior to final acceptance of the work of this Division, the Contractor shall give the two
(2) copies of the drawing files, in AutoCAD format on compact disk (CD), and two (2)
hard-copy of the drawings, one (1) of which shall be furnished on wash-off mylar
transparencies on heavy gauge film and one (1) of which shall be on paper containing the
Contractor’s coordination documentation to the Owner.
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12. Each "Coordination Drawing" shall be completed and signed off by the other Contractors
and this Contractor prior to the installation of the work in the area covered by the specific
coordination drawing.
1.14 SHOP DRAWINGS AND SAMPLES
A. All shop drawings and samples shall be identified as follows
1. Date of submittal.
2. Title of project.
3. Name of Contractor and date of his approval.
4. Name of Subcontractor or supplier and date of submittal to Contractor.
5. Number of submission.
6. Any qualification, departure or deviation, item by item, from the requirements of the
Contract Documents.
7. NEMA reference, IEEE Standard, MEA number where required.
B. The term "shop drawings" shall include layout, detail, and assembly drawings, diagrams,
schedules, catalogue sheets, printed descriptive matter, and tabular and graphical presentations
of operating and performance data that describe work required by the Contract Documents.
C. No part of the work shall be started in the shop or in the field until the Architect and/or
Engineer has reviewed the shop drawings and samples for that portion of the work and provided
the approval required. Thereafter, the work shall be executed in accordance with the Contract
Documents and the indicated status of the reviewed shop drawing.
D. Shop drawings and samples shall be submitted for review sufficiently in advance of the
scheduled start of the work in the shop or in the field to allow ample time, in consideration of
the number and complexity of the drawings in the submittal, for the Architect and/or Engineer
to make an orderly review. No extension of the time to complete the work will be granted to the
Contractor by reason of his failure in this respect.
E. The Contractor shall carefully check shop drawings and samples, including those received by
them from Subcontractors and material personnel, for accuracy, completeness of required
information and conformance with the Contract Documents. Shop drawings found to be
inaccurate, incomplete or not in conformance with the Contract Documents shall be corrected
and/or appropriately annotated before being submitted to the Architect and/or Engineer for
review.
F. Each submitted shop drawing shall bear the Contractor's stamped and signed certification (i.e.,
by the Project Manager) that the work has been checked for all related job conditions, for
maintenance of architectural conditions, and coordinated with the shop drawings of other trades
for interrelated work, as required for the proper and complete performance of the work. No
shop drawing submittal will be reviewed without this certification.
G. While the Contractor shall have access to the Engineer’s drawings, neither the Engineer’s
drawings nor electronic files nor any other reproduced copy of the Engineer’s drawings at any
scale shall be used by the Contractor to generate any shop drawings. Shop drawings shall be
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completely drawn at the appropriate scale on clean sheets by this Contractor for any purpose on
the project.
H. Each shop drawing and sample submitted for review shall be accompanied by a letter of
transmittal, and shall be identified by the project title, Contractor's name, and a reference to the
related part of the Contract Documents.
I. Shop drawings for manufactured material and equipment shall include model numbers,
dimension drawings, operating weights, material specifications, operating features and controls,
wiring diagrams, performance characteristics, service procedures, including clearance
requirements for maintenance work, and conformance to specified Codes and Code ratings.
Note that in addition to these requirements, other specific submittal data, and forms of data
submission, are required by the Contract Documents for particular items of equipment and
material.
J. Shop drawings for Switchboard Rooms, electric closets, and for conduit and similar distribution
services shall show by dimension the exact size and location of each element of the system in
both the horizontal and vertical plane, as well as relationship to the building structure,
architectural construction, equipment, and the work of other Trades. Shop drawings shall
clearly show where doors providing access to equipment will be required in finished
construction. Pads, foundations, anchorages, supports and attachments to the building structure,
where required for the installation of the work shall be shown in layout and detail with sizes,
dimensions, materials and methods of construction noted. The work described in any shop
drawing submission shall be carefully checked by this Contractor for all clearances (including
those required for maintenance and servicing), field conditions, maintenance of architectural
conditions and proper coordination with all Trades on the job. Each submitted shop drawing
shall include a certification by the Contractor that all related job conditions have been checked
and that no conflict exists. No shop drawing submission will be reviewed without such
certification.
K. Samples shall be identical in all respects to the material which is to be installed or applied in the
execution of the work, and shall be of sufficient size or quantity to permit proper evaluation and
review. Manufacturer's descriptive labels and printed application instructions which are
normally attached to the material or its packaging shall be furnished with the sample. Samples
shall be submitted for review when requested by the Architect and/or Engineer.
L. Within the agreed upon time period but no later than three weeks after award of the Contract,
the Contractor shall submit for the Architect's and/or Engineer's review, a list of the
manufacturers products and services he proposes to use for the work. .
M. Within the agreed upon time period but no less than six weeks after award of the Contract, the
Contractor shall submit a schedule listing all shop drawings and samples with the projected date
that each item will be submitted to the Architect and/or Engineer for review.
N. Review of drawings and other material submitted shall not be construed as a complete check or
constitute a waiver of the requirements of the Contract Documents. This review shall not
relieve the Contractor of the responsibility to fit the proposed materials to the spaces provided,
and to effect necessary rearrangement or construction of other Work.
1.15 RECORD DRAWINGS
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A. The Contractor shall maintain on a daily basis at the Project site a complete set of "Record
Drawings". The "Record Drawings" shall consist of a set of blueline prints and AutoCAD files
of the Contractor Coordination Drawings for this Section. The prints shall include the updated
AutoCAD files, which shall be periodically electronically updated to show the precise location
of all buried or concealed work and equipment, including embedded piping and valves, and all
changes and deviations in the Electrical work from that shown on the Contract Documents.
This requirement shall not be construed as authorization for the Contractor to make changes in
the layout or work without written definite instructions from the Architect or Engineer. Prior to
commencing work, the Contractor shall obtain from the Architect or Engineer a set of
AutoCAD Release 14 or compatible format Architectural and Engineering Drawings on CD-
ROM or “Zip Drive” diskette, to be used only to produce the Contractor’s Coordination
Drawings. The continuously updated coordination drawings shall be used to produce the final
"Record Drawings" which shall be delivered to the Owner in AutoCAD electronic format (Zip
disks) upon Project completion. The Contractor shall give to the Engineer the written release,
included as part of this Section in Appendix B, signed by a corporate officer of the Contractor
prior to receipt of the Engineer’s diskettes.
B. Dimensions shall clearly and accurately delineate the work as installed; locations shall be
suitably identified by at least two dimensions to permanent structures.
C. Upon completion of the Work, the Contractor and his Subcontractors shall certify all "Record
Drawings" on the front lower right hand corner adjacent to the above marking with a rubber
stamp impression or an AutoCAD image that states the Project name, the Contractor’s name,
the area covered and the date.
D. Prior to final acceptance of the Work of this Section, the Contractor shall submit properly
certified "Record Drawings" to the Architect and Engineer for review and shall make changes,
corrections, or additions as the Architect and/or Engineer may require to the "Record
Drawings". After the Architect's and Engineer's review, and any required Contractor revisions,
the "Record Drawings" shall be delivered to the Construction Manager on CD-ROM or “Zip
Drive” diskette in AutoCAD Release 14 format for the Owner’s use.
1.16 SUBSTITUTIONS
A. Specified products or equipment mean those named on the manufacturer list in the
Specifications. All other manufacturers are considered substitutions.
B. Proposed substitutions for material and equipment required by the Contract Documents shall be
submitted to the Architect and/or Engineer for review at the time when the Contractor submit
for the Architect's and/or Engineer's review, a list of the manufacturers whose products and
services he proposes to use for the work. After the expiration of this period, substitutions for
material or equipment shall not be proposed or requested in shop drawing and sample
submittals, and the Contractor will be required to execute the work in accordance with the
provisions of the Contract Documents
C. Submittals proposing or requesting substitutions shall be expressly identified as such in a letter
of transmittal, with the reasons for requesting the substitution stated and a clear table of
comparison listing pertinent features of both first named and proposed materials including
material of construction, overall length, width, height dimensions, space required for tube
replacement or maintenance access, motor type, horsepower, voltage, phase service factor, noise
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levels and performance data. Review of proposed substitution will not be made until receipt of
satisfactory comparison tabulation.
D. The judgment of the Architect and/or Engineer with respect to the adequacy and acceptability of
a proposed substitution shall be final and binding on the Contractor, and shall not be subject to
question in any other place.
E. Any additional work required by other trades as a result of a substitution shall be covered under
this Contract. Submittals for this purpose shall be complete in every respect, shall conform to all
the information requirements for shop drawing and sample submittals, and shall include, at no
cost, the necessary revisions to other related work required by the Contract Documents
F. When a substitution is proposed, the Contractor shall be responsible to ensure that the
performance and quality of the scheduled or specified equipment is met whether it requires
additional accessories or not.
1.17 DELIVERY, STORAGE, HANDLING AND PROTECTION
A. Include all shipping, delivery, hauling, hoisting, shoring, and placement in the building of
equipment and materials specified herein. The Contractor shall be responsible for the timely
delivery of equipment to the project site as required by the construction schedule. If any item of
equipment is received prior to the time it is required, the Contractor shall be responsible for its
proper storage and protection until such time as it may be required. The Contractor shall pay for
all costs of storage in a bonded warehouse.
B. If any item of equipment is not delivered to or installed at the Project site in a timely manner as
required by the Project construction schedule, the Contractor shall be solely responsible for
disassembly, re-assembly, manufacturer's supervision, shoring, general construction
modifications, delays, overtime costs, etc. No additional cost or delays shall be incurred by the
Owner
C. All other trades’ equipment, materials and work shall be protected from damage in areas where
electrical work is being carried out. All damage shall be corrected in a manner acceptable to the
Engineer and the Owner without additional cost to the Owner.
D. The Contractor shall be responsible for all work, materials and equipment until finally
inspected, tested and accepted; protect work against theft, injury or damage; and carefully store
material and equipment received on site which is not immediately installed. All the equipment,
materials and the work shall be covered and protected during construction to prevent entry of
dust, dirt, obstructing material and to prevent damage due to weather, water, spray-on
fireproofing, construction debris, etc., in a manner acceptable to the Engineer and/or Owner.
E. All equipment, materials, devices, etc stored off site and delivered to the site must be kept in the
manufacturers’ original unopened protective packaging with shipping bars, retainers and
positioning devices in place until installation. Store all items subject to moisture damage in dry
and heated space with factory covering in place.
F. Coordinate acceptable on-site delivery times with the owner.
1.18 COMMISSIONING FOR ELECTRICAL EQUIPMENT AND SYSTEMS.
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A. Refer to Sections 01420, 01430, 01440, and 01450, for details of the requirements for building
systems commissioning.
1. This contractor shall be responsible for the complete commissioning of the following
Electrical systems.
a. Emergency Power system, including operation of the UPS and Central Emergency
Lighting Inverter systems and downstream distribution.
b. All Electrical work associated with the HVAC and Plumbing systems, including
the commissioning of motor controllers and the corresponding motors in
conjunction with Division 15 contractors.
B. This contractor will meet all the relevant requirements outlined in Section 15992 for meetings,
reporting, scheduling, training, pre-commissioning, commissioning, closeout documentation,
etc.
1.19 ACCESS DOORS
A. Furnish and install access doors in architectural finishes where shown, required for equipment
access, required by code or required by an AHJ. This contractor shall install all such doors.
B. Accessible equipment shall include but not be limited to all concealed devices needing service
or access according to code or the AHJ.
C. Doors shall be in accordance with requirements of Division 8. Doors in this Division, Division
8 and Division 16 shall all be from same manufacturer for identical appearance and keying.
D. Access doors shall be 24 inches by 24 inches minimum for ceilings and 12 inches by 12 inches
minimum for walls. Confirm actual sizes to be installed with architect.
E. Furnish fire rated doors where required.
F. Mark each door to accurately establish its location.
1.20 CONSTRUCTION IAQ MANAGEMENT PLAN
A. Plan and coordinate all Division 16 activities to be in compliance with the Construction IAQ
Management Plan as described in Section 01010 of this specification.
B. Facilitate other Trades as necessary for compliance.
PART 2 PRODUCTS
2.1 MATERIALS AND EQUIPMENT
A. Equipment and materials furnished shall be new and unused, prior to this installation, first grade
commercial quality and shall be essentially the standard cataloged products of a manufacturer
regularly engaged in the manufacture of the products. Only those items specifically shown on
the Drawings as existing, relocated or Owner furnished shall be reused in this installation.
Rebuilt or remanufactured equipment will not be permitted.
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B. Since manufacturing methods vary, reasonable minor variations are expected; however,
performance and material requirements specified herein are the minimum standards acceptable.
The Engineer retains the sole right to judge the equality of equipment that deviates from the
Contract Documents, to reject any alternative submitted by the Contractor, and to require the
specified materials and equipment which conform to the requirements of the Contract
Documents be furnished.
C. Equipment and materials that have defects or damage during transportation, installation, or
operation is considered as totally damaged. They shall be replaced with the new ones. The
materials and equipment which have minor damage may be repaired if written approval is given
by the Engineer and Owner. If equipment and materials are approved for repairs, they shall be
repaired in a manner acceptable to the Owner and Engineer at no additional cost to the Owner.
The Contractor shall be responsible for all costs associated with the repairs, replacement,
including but not limited to, all preparations prior to re-testing, extended warranties, re-
commissioning of the equipment, etc.
D. Where no specific make of material or equipment is mentioned, use any product of reputable
manufacturer which conforms to requirements of the project, the associated system and other
applicable specification sections.
2.2 IDENTIFICATION
A. All major components of the electrical distribution system and parts of equipment, such as
switchboards, Switchgears, panelboards, Motor Control Centers, safety switches, motor starters,
circuit breakers, time clocks, contactors, automatic/manual transfer switches, relays,
transformers, pull and junction boxes, control boxes/panels, troughs, etc and similar items shall
be identified by name, source of power or circuit origin, load served, voltage, number of phases,
current rating and frequency. Where equipment or devices, such as transfer switches and relays,
are powered from two sources, both normal and emergency shall be identified with the required
information.
B. All major components of the Fire Alarm System, such as Main control panels, data gathering
panels, etc, shall be identified by the designations indicated on the contract drawings.
C. Equipment shall be identified by means of nameplates fastened to the equipment with brass
plate screws. Nameplates for the Normal Power Distribution System shall be black surface,
white core laminated bakelite with engraved letters. Nameplates for the Emergency Power
Distribution System and Fire Alarm System shall be Red surface, white core laminated bakelite
with engraved letters.
D. All nameplates shall be a minimum of 2 in. wide by 4 in. long with engraved white letters 1/4
in. high except for major Fire Alarm System and Electrical Distribution System, such as
panelboards, distribution boards, switchboards, switchgears, busways, pull boxes, transfer
switches and motor control centers, uninterruptible power supply system, dimming system, etc.,
a minimum of 3 in wide by 6 in long with one inch high letters shall be used.
E. Equipment connected to emergency power shall be identified with permanent cemented grey
discs to lighting fixture trims and distinctively colored receptacles with the lettering
“Emergency” engraved on the cover plates.
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F. Receptacles dedicated for personal computers or sensitive equipment shall have the lettering
“PC” engraved on the cover plates.
G. Identify each outlet box, junction box, pull box, cabinet, etc for emergency and fire alarm
circuitry by red paint. In addition to the red paint, boxes for fire alarm circuitry shall have the
black 1 inch “FA” lettering.
H. Circuits and pull wires shall have tags attached to them at junction boxes, panelboards,
switchboards, switchgears, transfer switches, pull boxes, relays, support boxes, etc. Tags shall
be made of pressure sensitive tape or embossed self-attached ribbon. Feeder or branch circuit
numbers and origin and equipment/devices served shall be indicated on the tag. All cables, No.
3 and larger, shall be identified with engraved cable markers indicating the required
information. at all pull boxes, support boxes and terminal devices.
I. Nomenclature shall be according to a schedule approved by the Engineer. Nameplates and tag
symbol shall correspond to the identification on the contract Drawings and on the Record
Drawings.
J. Cardholders and directory cards shall be provided for circuit identification in panelboards.
Cardholder shall be located and permanently attached on the inside of panelboard door and shall
be plastic frame with clear lexan front. Directory cards shall be typewritten. Circuit
descriptions shall include specific floor and unit designations as indicated on floor plans and
schedules for all equipment served.
PART 3 EXECUTION
3.1 SEISMIC REQUIREMENT:
A. Seismic restraints for equipment, conduits, cable trays, devices, luminaries, equipment
housekeeping pads and equipment supports shall be provided and shall comply with the latest
Seismic and applicable local codes. Refer to the applicable specification sections for other
requirements.
B. Seismic restraint design shall be certified and sealed by a Professional Engineer licensed in the
State of New York.
3.2 PENETRATIONS
A. Avoid, if possible, the penetration of any waterproof membranes such as roofs, machine room
floors, basement walls, and the like. If such penetration is necessary, perform it prior to the
waterproofing and furnish all sleeves or pitch-pockets required. Advise the Architect and
Engineer and obtain written permission before penetrating any waterproof membrane, even
where such penetration is shown on the Drawings.
B. If Contractor penetrates any walls or surfaces after they have been waterproofed, he shall
restore the waterproof integrity of that surface as directed by the Architect/Engineer at his own
expense.
C. Pack space between conduits, sleeves, cable trays and seal unused sleeves in non-fire rated
walls with non-combustible materials. Refer to architectural specifications for details and
requirements.
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D. Conduit enters the building through a concrete foundation wall below grade level, a watertight
entrance seal shall be used. The seal shall be OZ/Gedney.
E. Make penetrations through floors, walls and any damp-proofed/water-proofed surfaces, damp-
proof/waterproof by appropriate means to maintain integrity of system penetrated. Refer to
architectural specifications for details and requirements.
F. Seal around penetrations and between conduits, cable trays, sleeves, etc and seal unused
sleeves, in fire rated walls with UL listed fireproofing material to maintain integrity fire rating.
Refer to architectural specifications for details and requirements.
G. The Contractor shall be responsible for the timely placing of sleeves for all piping passing
through walls, partitions, beams, floors, and roofs, while the same are under construction.
3.3 EXPANSION/DEFLECTION
A. Equip all cable trays and conduits, including those embedded in concrete, which cross building
expansion or control joints, with expansion fittings.
B. Where conduits are subjected to expansion and movement in any directions or to vibration
transmitted by equipment or vehicular traffic, install a combination expansion and deflection
fittings.
3.4 SUPPORT
A. Provide required supports and hangers for conduit and equipment, so that loading will not
exceed allowable loadings of structure. Submittal of a bid shall be deemed a representation that
such bid has included allowable loadings and has included in estimates the costs associated in
furnishing required supports.
B. The design of the supports for conduits, and equipment shall be certified and sealed by a
Professional Engineer licensed in the State of New York.
C. Where conduits, etc., are routed vertically through shafts, the Contractor shall provide and
install all necessary miscellaneous structural members to support the loads imposed by the
risers.
D. Where equipment (transformers, conduit racks, etc.) are supported from structural slabs, the
Contractor shall provide all miscellaneous structural members to support the load plus a 250 lb.
live load.
E. The Contractor shall submit Shop Drawings of the riser support system inside vertical shafts to
the project Structural Engineer for approval, including details of how the riser support structure
is to be attached to the building structure
F. Miscellaneous structural support members installed in Switchboard Rooms, electric closets,
central plants, Mechanical Rooms, and where exposed to public view shall be galvanized.
G. Include supporting frames or racks extending from floor slab to ceiling slab for work indicated
as being supported from walls where the walls are incapable of supporting the weight. In
particular, provide such frames or racks in electric closets.
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H. Include supporting frames or racks for equipment, intended for vertical surface mounting, which
is required in a freestanding position. Supporting frames or racks shall be of standard angle,
standard channel or specialty support system steel members. They shall be rigidly bolted or
welded together and adequately braced to form a substantial structure. They shall be firmly
secured to the floor slab with expansion anchors designed to support the system and the
equipment. Racks shall be of ample size to assure a workmanlike arrangement of all equipment
mounted on them and shall not impinge code required work space of other equipment, devices,
access panel, junction boxes, pull boxes, etc.
I. Wall mounted equipment may be directly secured to wall by means of steel bolts. Maintain at
least 1" air space between equipment and supporting wall. Groups or arrays of equipment may
be mounted on adequately sized steel angles, channels, or bars. Prefabricated steel channels
providing a high degree of mounting flexibility, such as those manufactured by Kindorf, Glob-
Strutt and Unistrut, may be used for mounting arrays of equipment.
J. Nothing, including outlet, pull and junction boxes and fittings, shall depend on electric conduits,
raceways, or cables for support, except that threaded hub type fittings having a gross volume
not in excess of 100 cubic inches may be supported from heavy wall conduit, where the conduit
in turn is securely supported from the structure within five inches of the fitting on two opposite
sides.
K. Nothing shall rest on, or depend for support on, suspended ceilings media (tiles, lath, plaster, as
well as splines, runners, bars and the like in the plane of the ceiling). If suspended ceilings are
use to support lighting fixtures , they shall be designed to support the weight of the fixtures.
Branch circuit conduit up to 3/4" may be permitted to be supported from ceiling hanger rods if
the allowable loading of the rods is not exceeded and approved by the Architect and Engineer.
L. For items which are shown as being ceiling mounted at locations where fastening to the
building construction element above is not possible, provide suitable auxiliary channel or angle
iron bridging, tying to the building structural elements.
3.5 DISSIMILAR METALS
A. Dissimilar metals shall mean those metals which are incompatible with one another in the
presence of moisture. Where dissimilar metals come in contact, paint the joint both inside and
out with approved coating so as to exclude moisture from the joint, or provide a suitable
insulating barrier separating the metals.
B. Transitions in raceways, from one metal to a dissimilar metal shall only be made at boxes or
other enclosures.
3.6 RUBBER MATS
A. Install a continuous one-piece rubber mats in front of each electrical equipment such as
switchboard, , switchgear, etc.
B. Rubber mats when installed shall lay flat without curling.
C. Rubber mats shall conform to ASTM D 178, Type 2
3.7 CUTTING, PATCHING, SLEEVES
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A. The work shall be carefully laid out in advance. Where cutting, channeling, chasing or drilling
of floors, walls, partitions, ceilings or other surfaces is necessary for the proper installation,
support or anchorage of raceway, outlets or other equipment, the work shall be carefully done
and where required, fire rating integrity shall be restored. Any damage to the piping, equipment
or defaced finish plaster, woodwork, metalwork, etc. shall be repaired by skilled mechanics of
the trades involved at no additional cost to the Owner. Refer to architectural specifications for
details and requirements.
B. The Contractor shall do no cutting, channeling, chasing or drilling of unfinished masonry, tile,
floor slab, etc., unless he first obtains permission from the Architect and Structural Engineer. If
permission is granted, the Contractor shall perform this work in a manner approved by the
Architect/Engineer.
C. If holes and/or sleeves are not properly installed and cutting and patching becomes necessary, it
shall be done at no additional expense to the Owner. The Contractor shall undertake no cutting
or patching without first securing the Architect's written approval.
D. Where other Trades are required to do cutting and patching, furnish to the Construction
Manager necessary information so that openings for this work can be built into the floors and
walls in time. Such cooperation is required to keep cutting of walls and floors to a minimum.
E. Should Contractor neglect to perform preliminary work, and should cutting be required in order
to install equipment, conduits, etc, the expense of this cutting and restoring of surfaces to their
original condition shall be borne by this Contractor.
3.8 PAINTING
A. Painting, except as specified herein or indicated otherwise, shall be done under another
Division. This Division shall cooperate with the other Divisions to determine the size of
equipment, sizes and lengths of conduits, etc., to be painted.
B. Equipment furnished under this Section shall have factory-applied finish. If the factory finish is
damaged during shipment, storage, installation, etc., it shall be repainted by this Contractor
subject to the Engineer’s approval. Touch-up painting is acceptable only for minor finish
damage.
C. Provide a heavy field coat of black asphaltum paint on all steel conduits, cradles, vibration
isolating mounts, and the like, that will be encased or partially encased in building construction,
set in cement or fill, before items are built into the general construction.
D. Where conduits, mounting channels, outlet, junction, or pull boxes are mounted on a painted
surface, or a surface to be painted they shall be painted, by this contractor, to match the surface.
3.9 CLEANING UP
A. Contractor shall take care to avoid accumulation of debris, boxes, crates, etc., resulting from the
installation of the work. Contractor shall remove from the premises each day all debris, boxes,
etc., and keep the premises clean, subject to the Architect/Engineer's instructions, which shall be
promptly carried out.
B. Contractor shall clean up all luminaires and equipment at the completion of the project.
Central Avenue Parking Garage 16010-22 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
C. All switchboards, switchgears, panelboards, wireways, transformers, transfer switches, trench
ducts, cabinets, enclosures, etc. shall be thoroughly vacuumed clean prior to energizing
equipment and at the completion of the project. Equipment shall be opened for observation by
the Architect/Engineer as required.
3.10 EQUIPMENT PADS AND MOUNTING
A. Concrete pads for various pieces of equipment systems will be furnished under another
Division.
B. Contractor shall provide fully dimensioned pad layouts to the General Contractor. Shop
Drawings shall be used for dimensional guidance in sizing pads, anchor bolts, locations, etc.
C. Pads shall be provided for floor-mounted equipment, equipment mounted on legs and/or support
stands and they shall conform to the shape of the piece of equipment it serves with a minimum 3
in. margin around the equipment and supports. Pads shall be a minimum of 4 in. high and made
of a minimum 28-day, 3000 psi concrete reinforced with 6”x6”, 6/6 gauge welded wire mesh.
Top and sides of the pad shall be toweled to smooth finishes, equal to those of the floors, with
all corners bullnosed to 3 / 4” radius.
D. Pads shall be dowelled into slab with #4 bars at each corner embedded 3” and grouted with non-
shrink grout.
E. Furnish and install galvanized anchor bolts for all equipment placed on concrete equipment
pads, inertia blocks, or on concrete slabs. Bolts shall be the size and number recommended by
the Manufacturer of the equipment and as required for seismic restraint. Anchor bolts shall be
anchored to the structural floor slab and shall be located by means of suitable templates. When
equipment is placed on vibration isolators, the equipment shall be secured to the isolator and the
isolator secured to the floor, pad, or supported as recommended by the vibration isolation
manufacturer.
F. Equipment pads for switchboards, switchgears, transformers shall have level mounting channels
embedded in the concrete as specified in the applicable sections. Where equipment is mounted
on gypsum board partitions, the mounting screws shall pass through the gypsum board and be
securely attached to the partition studs or framework.
3.11 EQUIPMENT NOISE AND VIBRATION
A. Equipment and systems, as defined herein, shall be quiet and free of apparent vibration while in
operation.
B. Vibration shall not be apparent to the senses in occupied areas of the building. Both the
balancing of rotating machinery and the installation of vibration isolators are required.
C. Any additional precautions deemed necessary to provide a quiet installation shall be done as
part of the Work of this Section, subject to review by the Engineer and without additional cost
to the Owner. After the systems are in operation, it shall be the responsibility of the Contractor
to make any changes to equipment or Work.
3.12 FINAL ACCEPTANCE TESTS
Central Avenue Parking Garage 16010-23 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
A. The entire electrical installation shall be pre-tested, inspected, thoroughly cleaned, and damaged
finishes touched up after final completion prior to final acceptance testing being performed.
Not less than 30 days prior to the final acceptance testing, furnish the pre-test results and a test
plan, to the Engineer for review, outlining all aspects of the testing, including tests to be
performed and the expected results.
B. Provide complete documentation of all component and system tests prior to Owner acceptance
and turnover of components or systems. In addition, the Owner reserves the right to review all
test objectives, test plans and test cases, and witness all preoperational tests. Provide the Owner
with a comprehensive schedule detailing the preparation of testing documentation and the
conduct of all component or system tests.
C. Perform the following field test in the presence of the Engineer to demonstrate the reliability of
the electrical installation. Give the Engineer a minimum of one week advance notice of such
tests.
D. Operate all electrical systems and equipment for a period of 24 hours, unless in the opinion of
the Engineer, a different test period is required, to prove the operation and performance of a
system and its equipment.
E. Should the foregoing test reveal any defects, promptly correct such defects and re-run the tests
until the entire installation conforms to the requirements of these Specifications and the
Drawings.
F. Tests requiring certified reports and those requiring factory or field inspection shall be
conducted and reported to the Engineer in conformance with standards specified in the
applicable sections.
G. The date for the final performance acceptance testing shall comply with the Project construction
schedule and shall be sufficiently in advance of the Contract completion date to permit the
execution of the testing by the Contractor prior to occupancy and the close-out of the Contract.
Specific attention is required for any special spaces such as Tenant Areas which will be
governed by a separate construction and turnover schedule from that provided for the overall
project. Any adjustments and/or alterations which the final acceptance tests indicate as
necessary for the proper and satisfactory functioning of all equipment and systems shall be
completed prior to the close-out of the Contract. Re-tests shall not relieve the Contractor of
completion date responsibility.
H. The Contractor shall provide a detailed schedule of completion indicating when each system is
to be completed and outlining when tests will be performed. Completion schedule shall be
submitted to the Architect, Engineer, and Owner for review at the time requested by the
Construction Manager after the notice to proceed has been given by the Owner. This schedule
shall be updated periodically by the Contractor as the Project progresses. Each update shall be
submitted to the Architect, Engineer, and Owner for review.
3.13 DEMONSTRATE AND OPERATION INSTRUCTIONS
A. After completion of all testing, and prior to placing equipment or systems in operation,
demonstrate the features and operation of the equipment or systems to the Engineer, Owner,
Central Avenue Parking Garage 16010-24 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
operational and maintenance personnel so that they are familiarized with the equipment and
systems, in particularly the following equipment and systems:
1. Switchboards and panelboards.
2. Transformers.
3. Switchgear.
4. Power monitoring System
5. Metering System
6. Emergency power System
7. Lighting Control system
8. Fire alarm and smoke detection systems.
9. Automatic transfer switches
10. Other equipment and control systems as required.
B. Provide the necessary accessories, test equipment, and personnel, for each demonstration.
C. Complete all arrangements for the demonstrations through the Engineer.
D. Upon the completion of each demonstration or instructional session, obtain "sign-off" from the
Engineer and Owner. The "sign-off" shall state that the demonstration or instructions for use
were provided, that they were complete and were given to the designated personnel.
E. The Contractor shall provide the services of a factory trained specialist to supervise the
commissioning, startup, and operation of all equipment specified herein and to instruct the
Owner's operators during an operating instruction period at or near the Project site. The
operating instruction period shall be defined as straight time working hours and shall not
include nights, weekends, or travel time to and/or from the Project. See individual sections of
these specifications for additional instructions by manufacturer trained specialists.
F. The Owner shall be notified in writing at least two (2) weeks before each operating instruction
period begins. The Contractor shall commence no instruction period until the Owner has issued
his written acceptance of the starting time.
3.14 OPERATION AND MAINTENANCE MANUALS
A. The Contractor shall provide operating instructions and maintenance data books for all
equipment and materials furnished under this Section.
B. Submit six (6) copies of operation and maintenance manuals for review at least ten (10) weeks
before Final Review of the Project. Assemble all data in a completely indexed volume or
volumes in three-ring binders and identify the size, model, and features indicated for each item.
The binders shall have the Project Name and Logo printed on the outside of the binders. These
manuals shall be submitted and subjected to the same approval process as detailed for shop
drawings and samples as provided in Article 1.18 but shall be returned as “REVIEWED.”
Submit four (4) copies of the “REVIEWED” operation and maintenance books to the
Construction Manager upon Project completion.
Central Avenue Parking Garage 16010-25 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
C. Operation and Maintenance manuals shall include complete cleaning, and servicing data
compiled in clearly and easily understandable form. Data shall show serial numbers and model
numbers of each piece or equipment, complete lists of replacement parts (including part
numbers), motor ratings, and actual loads.
D. Include the following information where applicable:
1. Identifying name and mark number.
2. Locations of major equipment (where several similar items are used, provide a list).
3. Complete nameplate data.
4. "Reviewed" submittals as returned to this Contractor.
5. Parts lists.
6. Performance curves and data.
7. Wiring diagrams.
8. Lubrication charts.
9. Manufacturers' recommended operation and maintenance instructions with all non-
applicable information deleted.
10. List of spare parts recommended for normal service requirements.
11. Assembly and disassembly instructions with exploded view Drawings where available.
12. Trouble shooting diagnostic instructions where available.
3.15 FINAL REVIEW
A. At a time designated, the entire installation shall be reviewed for compliance with the Contract
Drawings and Specifications. The Contractor shall be available at all times during this Review.
B. The Contractor shall demonstrate prior to the Final Review that all systems and all equipment
have been properly adjusted and are in compliance with the requirements of the Contract
Documents. After these demonstration tests are completed satisfactorily, but prior to the Final
Review field visit, by the Engineer the Contractor shall submit to the Engineer a written
certification that 1) attests to Contract Document compliance for this Project, and 2) certifies
that the equipment and materials installed in this Project under this Section contain no asbestos
or PCB.
C. Certificates and Documents required herein shall be in order and presented to the Architect and
Engineer at least two (2) weeks prior to the Final Review.
D. After the Final Review, any changes or corrections noted as necessary for the Work to comply
with these Specifications and the Drawings shall be accomplished without delay in order to
secure final acceptance of the Work.
END OF SECTION
Central Avenue Parking Garage 16010-26 ELECTRICAL GENERAL
Cornell University REQUIREMENTS
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
SECTION 16080 - TESTING, INSPECTIONS AND CERTIFICATIONS
PART 1 GENERAL
1.1 DESCRIPTION
A. General - The Contractor shall completely test and inspect all systems in accordance with the
specifications and drawings. The Contractor shall certify that all systems are in complete
working order prior to turning over to the owner.
1.2 STANDARDS
A. Except as modified by governing codes and by the contract documents, comply with the latest
applicable provisions and latest recommendations of the following:
1. NFPA
2. NEMA
3. NEC
4. IEEE
5. IPCEA
6. ANSI
7. UL
8. NECA
9. City of Ithaca Building Department
10. The New York State Board of Fire Underwriters
11. The Fire Prevention Bureau of the Ithaca Fire Department
1.3 GENERAL TESTING
A. It shall be the responsibility of this Contractor to furnish all testing equipment and labor
necessary to perform the following tests.
1. After wires or cables are in place, but before being connected to devices and equipment,
the system shall be tested for shorts, opens, intentional and unintentional grounds by
means of wires in conduit that are shorted or unintentionally grounded shall be replaced.
2. A voltage test shall be made on the last outlet of each branch circuit and the potential
drop shall not exceed 2%. Voltage drops for panel and large feeders shall not exceed
3%, hence the total voltage drop for a feeder and any branch circuit shall not exceed 5%
of the service voltage. The test shall be made under design load or its equal.
3. Any wiring device, or electrical apparatus in this contract, if grounded or shorted on an
integral "line" part, shall be removed and the problem rectified.
Central Avenue Parking Garage 16080-1 TESTING, INSPECTIONS
Cornell University AND CERTIFICATION
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
4. When required, complete test and inspection records shall be made and incorporated into
a report for each piece of equipment tested. All readings taken shall be recorded. Four
(4) copies shall be submitted to the Engineer for approval.
5. All tests must be conducted in the presence of Project Engineer, Maintenance and/or
Project Coordinator.
1.4 ELECTRICAL INSPECTION
A. The Contractor shall conspicuously attach a "Safety Tag" to the disconnection device of each
circuit, receptacle, machine tool, plant equipment or utility channel prior to electrical
connection.
B. On multiple receptacle circuits in office areas, one Safety Tag conspicuously applied with the
number of receptacles installed specified in the description and a piece of tape over each outlet
shall be used in lieu of a Tag on each receptacle.
C. Upon completion of the work, the Contractor shall certify, by checking the inspection column of
the Safety tag and signing, that the work was inspected and completed in accordance with these
Specifications and is safe to energize. All testing and troubleshooting of the construction work
shall be done by the Contractor prior to completing the safety tag.
D. Indicate in the "comment" section of the Safety Tag, all abnormal installations or items that
require further attention by maintenance or another trade.
E. Prior to Owner accepting an installation as complete, all items on the Safety Tag must be
satisfied and accepted by signature of client's Facilities Engineering Department.
F. The City of Ithaca Building Department shall inspect work in the City of Ithaca. The New York
State Board of Fire Underwriters shall inspect work in areas other than the City of Ithaca. The
electrical contractor shall furnish the original Certificate of inspection ot the Cornell University
Electrical Shop, and a copy to Cornell University's Project manager for the following itmes
before submitting their final payment requisition at the end of the project.
1. Temporary inspection of electrical work for temporary construction power for the job site
and contractor trailers requiring power.
2. Temporary inspection of building primary and secondary power systems, before
energizing building permanent power.
3. Final inspection of the complete electrical system, submitting the final payment
requisition at end of project.
G. The Fire Prevention Bureau of the Ithaca Fire Department shall inspect fire detection, alarm,
and suppression systems work in the City of Ithaca. The electrical contractor shall furnish a
Systems Installation Permit to the Cornell University Electrical Shop before submitting their
final payment requisition at the end of the project. Cornell EH&S shall be directly involved in
the final acceptance testing of the system.
H. The Contractor shall assist Cornell University's Department of Environmental Health & Safety
during the walk-through. The electrical contractor shall furnish a satisfactorily completed Pre-
Central Avenue Parking Garage 16080-2 TESTING, INSPECTIONS
Cornell University AND CERTIFICATION
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
Occupancy Safety Checklist to the Cornell University Electrical Shop before submitting their
final payment requisition at the end of the project.
PART 2 PRODUCTS
2.1 TEST EQUIPMENT AND MATERIALS
A. The Contractor shall provide all testing instruments, equipment and all materials, connections
etc. required to perform tests in accordance with these specifications.
PART 3 EXECUTION
3.1 WIRING TEST
A. The wiring and cable tests shall be made before any circuits, main switches, motors,
transformers or feeders are energized.
B. Tests shall be made for continuity, identification and absence of shorts and grounds for each
conductor. Both ends of a given conductor shall be identified alike. Before circuit terminal
connections are made, continuity and identification of wiring shall be checked by means of a
DC test device using a bell, light, meter, or buzzer.
C. Insulation Resistance (IR) test shall be made using meggers at the following values:
D. 480Y/277 Volt wiring at 1000 Volts DC
E. 208Y/120 Volt Wiring at 500 Volts DC
F. Insulation resistance between phase conductors phase conductor and neutral, phase conductors
and ground shall not be less than the minimum requirements of 2000 meg-ohms.
1. Wire terminations are not to be made to equipment (motors, MCCs, bus ducts, etc.), until
that piece of equipment has been tested and verified as specified in this section.
2. Test motor feeders with motors disconnected, but with circuit breakers, switches or
starters in the circuit opened so as to include only that portion of the feeder, required to
be tested.
3. Test lighting feeders with the circuit breakers and panelboards connected but with
lighting branch circuit breakers or switches open so as to include only the branch circuit
to be tested.
4. Contractor shall correct or replace any circuit which is defective or grounded and shall
correct all other problems encountered by these tests. All defects whether due to faulty
workmanship or material furnished by the Contractor shall be corrected under this section
at the Contractor's expense in a manner acceptable to the Engineer.
3.2 LIGHTING TEST
A. Check all lighting fixtures for proper operation. All Contractor supplied fixtures to be 100%
operable at no additional cost to the owner. Repair cost to Owner supplied fixtures shall not be
the responsibility of the Contractor unless otherwise stated.
Central Avenue Parking Garage 16080-3 TESTING, INSPECTIONS
Cornell University AND CERTIFICATION
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
B. Verify operation of Lighting Control Systems. Program time clocks per client's requirements,
including holiday setbacks.
3.3 MOTOR TEST
A. Division 15 contractor to perform tests in coordination with Electrical contractor.
B. All 460 volt motors shall be individually "spot tested" for insulation resistance using 1000V
DC. All 208/120V motors shall be "spot tested" with 500V DC in a similar manner. The
minimum resistance to ground shall be 2000 meg-ohm (corrected to 20 degrees C). The
Contractor shall record the ambient temperature of the motor and submit this value along with
insulation resistance value. For motors from 7 1/2 to 20 HP, Contractor shall submit Dielectric
Absorption Ratios. For motors above 20 HP, the Polarization Indexes of the motor shall also be
submitted.
C. Make the following checks on all motors prior to start up.
D. Check motor name plates for H.P., speed, phases and voltage. Verify proper voltage available
for terminal wiring.
E. Check shaft for freedom of rotation.
F. Verify that the motor is properly lubricated prior to energizing.
G. Contractor to furnish a proper sized heater for each overload relay. Notify the Engineer prior to
installation of the motor full-load current rating, the number of overload relays, the starter
catalog number, and the heater catalog number. The Engineer will aid in the selection of the
proper heaters if requested, provided all pertinent information is given.
1. Make the following tests on all motors during or immediately after start-up:
a. Check for proper shaft rotation.
b. Check motor for smooth operation (vibration).
c. Take a current reading using a clamp-on ammeter. (Record no-load readings and
loaded readings).
2. Equipment shall be put into operation by client's Facilities Operations and Maintenance
after certification by both Division 15 and 16 Contractor that the installation is
satisfactory.
3.4 PANELBOARD TESTS
A. Test all equipment to be operated on the 480/277V system at 1000V DC and all equipment to be
operated on the 208/120V system at 500V DC prior to connecting feeders. A minimum
insulation resistance of 2000 meg-ohms shall be obtained between all phases and between phase
and neutral, and phase and ground.
3.5 TRANSFORMER (POWER 600V OR LESS) TEST
A. Insulation tests on transformers shall be as follows:
Central Avenue Parking Garage 16080-4 TESTING, INSPECTIONS
Cornell University AND CERTIFICATION
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
1. 480 Volt
2. Test with 1000V DC, high side winding to low side winding and high side winding to
ground. 2000 meg-ohm shall be the minimum acceptable insulation resistance.
B. 208/120 Volt Side
1. Test with 500V DC, low side to ground. 2000 Meg-ohm shall be the minimum
acceptable insulation resistance.
3.6 SPOT TEST
A. "Spot Test" mentioned in this section shall be interpreted as the specific test method of
obtaining insulation resistance by applying indicated test voltage for 60 seconds to the
equipment or wiring being tested.
3.7 CONTROL WIRING/OUTLET TEST
A. Control wiring shall perform the function as noted in operation methods and/or included
schematics and single line diagrams. Proper operation will be verified by Facilities Engineering
and Electrical maintenance.
B. All 120 volt outlets shall be tested with a Daniel Woodhead Cat. No. 1750 and 1760 tester
under the supervision of the Project Coordinator. Minimum acceptable tension is 4 oz. for
NEMA 5-15R, and 5-20R, 6-15R, 6-20R, 7-15R, 7-20R, 14-15R, 14-20R, 15-15R and 15-20R
receptacles.
3.8 CERTIFICATION
A. The Electrical Contractor shall assist Cornell University's Environmental Health & Safety
Department during the Pre-Occupancy Checklist walk-through.
B. The Electrical Contractor shall test all systems for proper operation, code compliance, and
standards compliance. (Note: Lighting fixtures, devices, and panels shall be tested in a manner
that does not affect the equipment', components', or accessories' performance.)
C. The Contractor shall co-sign a certified letter attesting to the completing of testing and submit
two (2) copies of said signed and certified letter each to: the Architect, the Consulting
Engineers, and Planning, Design & Construction.
D. The Contractor and Manufacturer's Representative shall co-sign a certified letter attesting to the
completion of testing of special systems, such as dimming systems, emergency power systems,
fire alarm systems, and security systems. Submit two (2) copies of said signed and certified
letter each to: the Architect, the Consulting Engineers, and Cornell University's Project
Manager.
E. Perform testing at a time convenient to Convenient to Cornell University's representatives. The
Contractor shall pay costs associated with the scheduling, performance, and completion of the
testing.
Central Avenue Parking Garage 16080-5 TESTING, INSPECTIONS
Cornell University AND CERTIFICATION
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
END OF SECTION
Central Avenue Parking Garage 16080-6 TESTING, INSPECTIONS
Cornell University AND CERTIFICATION
Ithaca, New York
Issued for CAPG Bulletin No. 1 Rev. 1-7-09
SECTION 15310
SPRINKLER SYSTEM
PART 1 - GENERAL
1.01 DESCRIPTION
A. This Section specifies requirements of piping and appurtenances for automatic sprinkler fire protection
systems. The work of this section includes, but is not limited to, the following:
1. Dry-Pipe System
1.02. RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Section 15010 – Basic Mechanical Requirements
B. Section 15190 – Mechanical Identification
C. Section 15240 – Mechanical Sound, Vibration and Seismic Control
1.03 DESIGN AND PERFORMANCE REQUIREMENTS
A. Design and performance of components and methods specified herein shall comply with the applicable
provisions of the codes, standards, recommendations of the entities listed below.
1. Building Code of New York State
2. Fire Code of New York State
3. Municipal Water Company
4. American Water Works (AWWA)
5. American National Standards Institute (ANSI)
6. American Society for Testing and Materials (ASTM)
7. National Fire Protection Association (NFPA)
8. Underwriters Laboratories Inc. (UL)
9. Factory Mutual Engineering Corp. (FM)
10. City of Utica Fire Department
11. ANSI A-17.1, Safety Code for Elevators and Escalators.
12. Owners Insurance Underwriters
B. The sprinkler installation shall be designed in accordance with NFPA 13 and shall be a hydraulically designed
system.
C. All equipment shall be UL listed and Factory Mutual approved.
D. Sprinkler fire protection piping and appurtenances shall be UL listed, approved by FM and those authorities
having jurisdiction.
OCCUPANCY HAZARD
A. Hydraulically design sprinkler systems according to:
Central Avenue Parking Garage 15310-1 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
1. All areas: Ordinary Hazard, Group 1.
0.15 gpm/ sf density over 3500 sf area
B. Systems hydraulic design shall include an allowance of 250 gpm for outside hose with demand included at the
point of connection to the water main.
1.04 QUALITY ASSURANCE
A. Fire protection piping and appurtenances, of types and sizes required, shall have been satisfactorily used for
purposes similar to those intended herein for not less than three years.
B. Entities performing Work shall have experience on at least two projects involving complexities similar to those
required under this Contract.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Clean all pipe sections of foreign matter and cover ends with temporary sheet metal closures or plastic end
caps of sufficient tightness to prevent entry of foreign matter prior to shipping to the construction site.
B. Store pipe, fittings, valves and other components at the construction site on pallets or raised platforms with
suitable coverings satisfactory to the Engineer to protect them against damage and weather.
C. Inspect all pipe, fittings, valves and other components for damage before moving them from storage to the
point of installation at the construction site.
1.06 SPARE PARTS
A. Provide a red, steel cabinet containing the following spare sprinkler heads with their respective installing
wrenches:
1. Systems of up to 300 heads - 6 spares
2. Systems of 300 to 1000 heads - 12 spares
3. Systems of above 1000 heads - 24 spares
B. Stock of spare sprinkler heads shall include all types and temperature ratings installed and shall not be less
than six for each type and rating.
1.07 SUBMITTALS
A. Submit in accordance with the requirements of Shop Drawings, Catalog Cuts, and Section 15010 and the
following:
1. Detailed shop drawings, including the hydraulic calculations for all systems, in accordance with the
requirements of NFPA 13 or other applicable standards. The drawings shall include all partitions,
lights, ceiling construction, sprinkler heads, provisions for flushing, draining, and testing, piping, hanger
locations, vertical and horizontal piping offsets, pipe elevations, room designations, control valves, and
water supply information. Such shop drawings shall show the specific standards, codes, and sections
thereof which apply and the design hydraulic areas and parameters, and available water supply test
results Mark shop drawings or prepare sketches showing node numbers used in hydraulic calculations.
2. Electrical wiring diagrams
3. Catalog cuts for the following:
a. Alarm devices, included electrical data, air compressor and controls
b. Sprinkler heads and cover plates for concealed heads
c. Fittings and flanges
Central Avenue Parking Garage 15310-2 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
d. Valves, dry-pipe valves
e. Tamper switches and alarm devices
f. Hangers and supports
g. Sleeves and escutcheons
h. Valve tags and pipe identification bands
i. Pressure gauges
j. Siamese connections
k. Seismic restraints
l. Other specialty items specified in this Section
m. Air compressor and controls
n. Wiring diagrams
o. Hydrant flow test result
4. Provide description of operation of the system, e.g., sequence of events, which shall also indicate any
and all exceptions, variances.
5. Provide system Ampere load (during both normal and alarm conditions) and time calculations to
substantiate compliance (battery Ampere-Hour capacity) with battery back-up power requirements.
6. Provide manufacturer’s printed product data, catalog pages and descriptions of any special installation
procedures.
a. Data from the Company producing the system, proving that:
1) Fire detection devices that receive their power form the initiating circuit of a fire alarm
control unit are listed for use with the control unit.
2) The system is UL listed and FM approved.
3) The batteries proposed for use are compatible with the battery charger.
7. Provide a schedule, for review and approval, of the proposed label for each auxiliary control switch at
the fire alarm control panel.
8. Piping material and schedule for each piping system
9. Valve charts and schedules
10. Access ladder drawings
11. List of access doors
B. The Contractor shall submit an advance written notice on when work will be started on this system to the
Construction Manager (CM) and the Design Team. The Contractor, as part of his Contract, shall then
accompany the Fire Marshal, his Representative or a member of the Design Team during his inspection of the
system, make all adjustments required and re-file for additional inspections until a non-conditional approval is
received from the Fire Marshal.
C. Submit operation and maintenance manuals, including replacement and spare parts lists for automatic sprinkler
fire protection systems.
1.08 ELECTRICAL WIRING TERMINATION REQUIREMENTS:
Central Avenue Parking Garage 15310-3 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
A. Contractor shall coordinate with electrical contractor to ensure that the cable termination lugs in the equipment
are compatible with the type and size of the cable used. Modification of the lugs or connectors at the site is not
acceptable.
B. Contractor shall coordinate with electrical contractor for the required interface with the fire alarm and monitoring
system.
PART 2 - PRODUCTS
2.01 PIPE, FITTINGS, AND FLANGES
A. Provide pipe, fittings, and flanges in accordance with the "PIPE, FITTINGS, AND FLANGES SCHEDULE"
specified below, including gaskets, bolts, nuts, washers and other pressure containing parts necessary for the
complete installation of piping systems.
B. Nipples shall be extra-heavy shoulder types of same material as pipe; close nipples are not acceptable.
C. Unless otherwise shown on the Contract Drawings, piping connections to equipment shall be made up with
unions for piping 2 inches and smaller and shall be flanged for piping 2 1/2 inches and larger.
D. Gasket for flanges shall be 1/16-inch thick (after compression), rubber or neoprene, full-faced, and punched
bolt holes.
E. Provide insulating flanges, couplings or unions where brass or copper pipe connects to ferrous pipe material.
Flanged connections shall be made with gaskets, sleeves and washers of dielectric material for complete
insulation between flanges, bolts, nuts and washers.
F. Grooved Piping Mechanical Couplings
1. Couplings shall be complete with gaskets, bolts and nuts recommended by the manufacturer for the
service. Use vandalproof nuts and bolts on vertical piping in stairs.
2. Couplings shall be Victaulic "Style 07", or approved equal.
3. Couplings shall be manufactured by Victaulic Co. of America, Grinnell Corporation, Gustin-Bacon
Division, or approved equal.
PIPE, FITTINGS AND FLANGES SCHEDULE
SYSTEMS PIPE FITTINGS AND FLANGES
Wet-Pipe System Black Steel, ASTM A795 or Cast Steel, ANSI B16.4 or Malleable Iron, ANSI B16.3,
A53, Schedule 40 175 psi w.w.p,, Threaded
Companion Flanges, Cast Iron, ANSI B16.1, 125 lb.
Class
Ductile Iron, ASTM A 536, Mechanical Type Couplings
& Gaskets
Dry-Pipe System Deep Galvanized Steel, ASTM Deep Galvanized Cast Iron, ANSI B16.4 or Galvanized
A 795 or A53, Schedule 40 Malleable Iron, ANSI B16.3, 175 psi w.w.p., Threaded
Deep Galvanized Ductile Iron, ASTM A536, Mechanical
Type Couplings and Fittings.
Drain Piping Galvanized Steel, ASTM A53, Galvanized Cast Iron, ANSI B16.4, 125 lb. Class,
Central Avenue Parking Garage 15310-4 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
Schedule 40 Threaded
2.02 VALVES
A. Control Valves
1. Valves
a. All valves shall be UL listed and FM-approved.
b. Building control valve shall be OS&Y, solid wedge gate valves with rising stem and wheel
handles, rated for 175 psi w.w.p.
c. All other valves shall be butterfly type or ball type, rated for 175 psi w.w.p.
d. Each valve shall be stamped with manufacturer's name and working pressure of the valve.
e. All control valves shall be provided with a tamper switches, prepare valve stem as required to
accept tamper switches.
f. Valves, 2 inches and smaller, shall be threaded, bronze body.
g. Valves, 2 1/2 inches and larger, shall be flanged or grooved, iron body,
h. Valves shall be manufactured by Watts, Victaulic, Central, Milwaukee or approved equal.
2. Tamper Switches
a. Provide tamper switches in accordance with manufacturer's recommendations.
b. Tamper switches shall monitor the control valves to detect and indicate when a valve has been
closed.
c. Unless otherwise shown on the Contract Drawings, tamper switches shall be completely
factory assembled and wired and shall be mounted on the control valve. The valve stem shall
be prepared as required to accept the actuating roller rod. Switches shall be Potter Electrical
Signal Co. Model OSYSU-1 or OSYSU-2, or approved equal.
d. Wiring to control circuit shall be as specified in Division 16.
e. Tamper switches shall be manufactured by Potter Electrical Signal Co., Acme Fire Alarm Co.
Inc, Fire Control Instruments Inc., or approved equal.
B. Drain and Test Valves
1. Valves shall be threaded, bronze, angle or globe type with composition disc, 175 psi w.w.p.
2. At system low points where drain piping does not extend to a drain receptacle, provide a threaded
hose end adapter at the valve outlet.
3. For dry-pipe systems, provide drum-drip drains on all low points in the systems.
4. Valves shall be manufactured by Nibco Inc., Milwaukee or approved or approved equal.
C. Check Valves
1. Check valves shall be UL and FM approved iron body. Check valves shall be swing types with
renewable composition disc, bronze seat ring, and bolted cover.
2. Valves, 2 inches and smaller, shall be threaded, bronze, 175 psi w.w.p.
Central Avenue Parking Garage 15310-5 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
3. Valves, 2 ½” inches and larger, shall be flanged, iron body, 175 psi w.w.p. unless otherwise shown on
the Contract Drawings.
4. Valves shall be manufactured by Nibco, Mueller or approved equal.
2.03 SPRINKLER SYSTEM ALARM VALVES
A. General
1. Size of automatic valve shall be at least as large as the system riser and related to system demand
and friction loss limitations in hydraulically designed systems.
2. Automatic valves shall be manufactured by Reliable Automatic Sprinkler Co. Inc., Star Sprinkler Corp.,
Viking Corp., or approved equal.
B. Dry Pipe System: Provide where indicated on the drawing UL listed and FM approved dry-pipe valve
complete with all trimmings including but not limited to piping, fittings, electric alarm switch, priming chamber
and fill lines, pressure gages, air compressor, automatic air pressure maintenance device, quick opening
device, etc.
1. Size of valve shall be as required by system size, system demand and friction loss limitations.
2. Dry pipe valve assembly shall be Tyco Model DPV-1, equipped with electronic quick opening device
Tyco Model QRS Electronic Accelerator.
3. Provide an air compressor equal to Reliable Model A capable of filling the system to 40 psi within a
period of 30 minutes. Air maintenance device shall be Tyco Model AMD-2.
C. Provide where indicated on the drawing UL listed and FM approved alarm check valve complete with all
trimmings including but not limited to piping, fittings, valves, check valves, restriction assembly, electric alarm
switch, pressure gages, etc.
1. Size of valve shall be as required by system size, system demand and friction loss limitations.
2. Alarm check valve assembly shall be Tyco Model AV-1-300 or approved equal.
3. Retard Chamber shall be Tyco Model RC-1 or approved equal.
2.04 ALARM ACTUATING DEVICES
A. All water flow signal devices shall be of the pressure activated type provided with sprinkler system automatic
valve. Vane type water flow devices may be used in zoned sections of sprinkler systems.
B. All pressure operated water flow alarm devices and vane-type switches shall be provided in accordance with
manufacturer's recommendations, be completely factory assembled, piped and wired to meet the field
conditions. Wiring to control circuit shall be as specified in Division 16.
C. Water flow devices of the vane type shall have adjustable pneumatic retard to prevent alarm signals due to
surges and two single-pole, double-throw microswitches. Water flow devices shall be Potter Electrical Signal
Co. switch or switch/transmitter type, or approved equal.
D. The vane type device shall be provided a minimum of 18 inches from any flange, elbow, check valve or other
fitting to minimize water surges and flow turbulence.
E. Tamper Switches are specified elsewhere in this section.
2.05 SPRINKLER HEADS
A. Sprinkler heads shall be quick response type, have 1/2-inch orifice and ordinary temperature rating (160-165
degrees F), unless otherwise specified below or shown on the Contract Drawings.
B. Sprinkler heads in garage open ceiling and in mechanical and electrical rooms shall be upright type, Reliable
Model F1FR or approved equal. Sprinkler finish shall be brass.
Central Avenue Parking Garage 15310-6 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
C. Provide sprinkler guards, Reliable Model C Series with a red enamel finish or approved equal, for pendent
and upright heads to be installed in areas where the sprinkler head is subject to damage and in all electrical
rooms.
2.07 ACCESSORIES
A. Automatic Ball Drips
1. For each siamese connection provide a Potter-Roemer Model 5982 automatic ball drip, or approved
equal. Provide pipe discharge to exterior or to pit as indicated on contract drawings. Where static
pressure at location requiring drainage exceeds the ball drip operating characteristics, a valved drain
shall be used.
B. Pressure Gauges
1. Gauges shall have cast iron case, 4 1/2-inch diameter aluminum ring-bronze bourdon tube, all brass
linkage, 1/2-inch bottom connection, black pointer, white face with black figures and segment range of
0-250 psi, 20 psi figure intervals, 2 psi intermediate graduations. Dial shall have red marker at 175 psi.
Gauges shall be Dresser Industries Inc. "Ashcroft Series 1379", or approved equal.
C. Sight Glass
1. Where test connections connect to closed drains or spill to receptacles located remotely from test
control valves, a sight test connection, having a smooth bore noncorrosive orifice giving a flow
equivalent to one sprinkler, shall be provided.
2. Where sprinkler drain lines connect to closed drain lines or spill to receptacles located remotely from
drain valve, a glass sight drain shall be provided.
D. Pipe and Valve Identification
1. Pipe and valve identification shall be in accordance with the requirements specified under division
15190.
2. Identification Signs
a. Provide identification signs for all control valves, test valves, and system drain valves in
accordance with NFPA 13. Identification signs shall be Reliable Style A and B, or approved
equal.
b. On the outside of doors to rooms where control valves are located, provide suitable signs
making note of such valve locations.
c. For hydraulically designed systems, a hydraulic calculation data sign shall be mounted at the
system control valve assembly. The sign shall contain such data as design density, designed
area of discharge, discharge rate, residual pressure available and pressure required.
E. Access Ladders
1. Control valves located seven feet or more above the finished floor shall be provided with a permanent
steel access ladder. Access ladders shall be furnished and installed under other sections.
F. Access Doors
1. Provide a complete list of all access doors required in finished walls, ceilings, partitions, and any other
area for access to all valves, waterflow alarms, flushing connections, drains, etc., concealed behind
such finished constructio0n. Access doors shall be furnished and installed under other Sections.
2.08 PIPE HANGERS AND SUPPORTS
A. Design, fabricate and provide all pipe hangers and supports adequate to support and guide the piping, allow
for forces imposed by expansion joints, satisfy structural requirements and maintain proper clearances with
Central Avenue Parking Garage 15310-7 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
respect to adjacent piping, equipment and structures
.
B. Provide hangers and supports, with beam clamps, restraints, supplemental steel, inserts, fish plates,
mounting devices, and similar items to support piping in alignment without sagging or interference, and to
permit complete drainage and free expansion and contraction. Provide retaining straps when installing beam
clamps or C clamps.
C. All hangers and supports shall be capable of screw adjustment after piping is erected and shall be provided
with a locking nut (double nut) to prevent loss of adjustment.
D. Where required, provide anchors, sway bracing, blocking and steel to connect to structure to prevent
excessive pipe movement that could cause damage due to expansion, contraction or thrust.
E. All pipe hangers, supports, supplemental steel rods, and components shall be galvanized.
F. Pipe hanger spacing, rod diameter, etc. shall be in accordance with the requirements of NFPA 13.
G. Support hangers from building steel framing wherever possible. Provide any additional miscellaneous steel
supports between framing members as required. Do not support piping from other piping, ductwork and
conduit.
H. Tabs in metal deck construction shall not be used to support piping.
I. Perforated band iron, strap iron or wire are not acceptable materials to be used and will not be approved.
J. Where required, provide supplemental channels and steel to support Work specified in this Section. Cut
ends of steel shall be ground smooth, free from burrs and sprayed with a galvanized coating.
K. Where several pipes rest on a common trapeze, increase hanger rod diameter and decrease spacing in
accordance with maximum and minimum pipe sizes, respectively.
L. Expansion anchors, self-drilling expansion shields, power driven studs and similar devices shall not be used,
unless specifically approved by the Engineer.
M. Provide pipe restraints to prevent movement by an upward thrust in the pipe risers.
N. Support vertical piping at the lowest level, at each alternate level above and below offsets, and at the top of
the riser by use of riser clamps. Provide additional intermediate support brackets, secured to structure, on
piping utilizing gasket coupling joints
O. Support horizontal piping as follows:
1. For piping 3 inches and smaller, support on adjustable swivel pipe rings or clevis type hangers.
2. For piping sizes of 4 to 6 inches, support on clevis type hangers.
P. Hanger system shall not penetrate waterproofing.
Q. If removal of fireproofing is required for installation purposes; such removal shall be performed by the
Contractor and shall be kept to a minimum. The Contractor shall replace all removed fireproofing with new
fireproofing to the satisfaction of the Engineer at no additional cost to the Owner.
R. Unless otherwise specifically approved, hanger rod size and spacing shall be within the following limits:
Pipe Size Maximum Hangar Spacing Minimum Rod Size
1” to 2” 12 ft. o.c. 3/8”
2 1/2" to 3 1/2" 12 ft. o.c. 1/2"
4" and 5" 12 ft. o.c. 5/8"
6" 12 ft. o.c. 3/4"
S. The length of unsupported armover to a sprinkler shall not exceed 24”.
Central Avenue Parking Garage 15310-8 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
T. Provide thrust restraint on underground piping entering the building through the floor or wall and to sprinkler
siamese connections.
U. Provide sway bracing in addition to required pipe hangers to maintain pipe alignment and comply with seismic
restraints.
V. Hangers and supports shall be manufactured by Grinnell Corp., Carpenter & Patterson Inc., Michigan Hanger
Co. Inc., or approved equal.
2.09 SLEEVES, SEALS, AND ESCUTCHEONS
A. Piping passing through masonry or concrete walls and framed partitions shall have a trim opening cut no
greater than necessary for the installation of a sleeve secured therein. Sleeve shall be 1/2 inch in diameter
larger than the outside diameter of the pipe. Sleeve shall be flush with the finished wall or partition surface.
B. Sleeves through concrete floors for piping shall have the opening 1/2 inch in diameter larger than the outside
diameter of the pipe passing through. Floor sleeves shall project one inch above floor slab.
C. Annular spaces between piping and sleeves shall be packed with mineral wool and sealed to retain the fire
integrity of the walls, partitions, and floors with a nonhardening compound of Manville Corp., "Uniseal" or
"Duxseal", or approved equal.
D. Sleeves in walls and floors shall be galvanized steel pipe, Schedule 40 for sizes up to 10 inches and 3/8-inch
wall thickness for 12 inches and larger. Sleeves in partitions shall be 20-gauge galvanized sheet metal.
E. Piping in exposed areas, passing through walls, floors or ceilings shall be fitted with chromium-plated cast
brass escutcheons with fastening set screws.
F. Piping passing through floor waterproofing membrane shall be provided with a 4-pound lead flashing or a
16-ounce copper flashing, each within an integral skirt or flange. Flashing shall be suitably formed, and the
skirt or flange shall extend not less than 8 inches from the pipe and shall be set over the floor membrane in a
solid coating of bituminous cement. The flashing shall extend up the pipe a minimum of 10 inches above the
floor. The annular space between the flashing and the pipe shall be sealed watertight.
PART 3 - EXECUTION
3.01 INSTALLATION
A. General
1. Install piping and appurtenances in accordance with manufacturers' installation procedures,
requirements of NFP-13, and as specified.
2. Coordinate piping installation with other Work to avoid interference. Coordinate as necessary to
ensure that all hangers, supports, sleeves and other built-in devices are incorporated in forms or in
masonry to avoid necessity of cutting finished structure
3. All measurements, both horizontal and vertical, shall be based on established bench marks. All Work
shall agree with these established lines and levels. Verify all measurements at site and check the
correctness of same as related to the Work
4. Perform necessary cutting and patching in accordance with requirements specified in the Section
15010 basic mechanical. All openings in slabs required for pipe penetrations shall be core drilled.
5. All remote field addressee interface devices shall be installed within a NEMA rated enclosure suitable
to the environment in which it is installed. It shall be adequate size to provide room ease working and
maintaining
6. Electrical installation of appurtenances furnished under this Section shall be in accordance with
requirements specified under Division 16
Central Avenue Parking Garage 15310-9 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
7. Installation requirements for pipe hangers and supports and pipe penetration sleeves, seals, and
escutcheons are specified in 2.12 and 2.13, respectively.
8. Sprinklers are required to be installed in center of ceiling tile. Contractor to provide necessary offsets
to assure this installation.
B. Piping
1. Install piping as shown on the Contract Drawings and straight and direct as possible, forming right
angles or parallel lines with building walls, neatly spaced, with risers plumb and true.
2. Sprinkler piping shall be installed so that the system can be drained. In dry-pipe systems branch lines
shall be pitched at least ½” per 10 ft and mains shall be pitched at least ¼” per 10 ft to dry pipe
auxiliary drains located in low points.
3. Avoid tool marks and unnecessary pipe threads. Burrs formed when cutting pipe shall be removed by
reaming. Before installing pipe, thoroughly clean the inside free of cutting and foreign matter. Cut all
pipes square and smooth and make up all joints to required limits.
4. Make changes in pipe size by the use of reducing fittings. Do not use reducing bushings except by
approval of the Engineer.
5. Provide auxiliary drains for trapped sections of piping in accordance with NFPA 13 requirements.
6. Provide protective pans under pipes passing over high voltage electric bus duct or switchgear
equipment. Construct the pans of 18-gauge copper, suitably reinforced to prevent sagging. Turn the
edges of the pans up to 6 inches on all sides with corners brazed to make the pans watertight.
Support the pan with hangers and provide drainage clear of the electrical work.
7. Provide additional sprinklers in accordance with NFPA-13 to clear obstructions course by ducts, piping,
baggage conveyers, light fixtures, beams, etc.
8. Ductwork or other obstructions greater than four (4) feet in width in areas without hung ceilings, and
required to be sprinklered, shall be provided with sprinklers above and below the obstructions.
9. The sprinkler systems shall be installed so that no part thereof will interfere with doors, windows,
heating, plumbing or electrical equipment. Coordinate work with the other sections to avoid any
interference with potential effectiveness of the Automatic Spinkler Systems. When ductwork is
relocated for coordination and now interferes with the sprinkler design, provide any additional sprinkler
heads, and piping without charge to the Owner. The Architectural, Mechanical, Plumbing and
Electrical plans shall be examined in detail and conditions relative to the installation of piping,
particularly when concealed behind furring or above hung ceiling.
10. Provide flushing connections for flushing scale and foreign material from sprinkler system in
accordance with NFPA 13. Contractor shall thoroughly flush all sprinkler piping and chemically
clean the inside of the sprinkler piping with tri-sodium phosphate.
11. Install “Inspector’s Test Connections” in sprinkler piping located at the remote end of each sprinkler
system on the top floor. Complete inspection test connections with shutoff valve, sized according to
NFPA-13.
12. Before final piping connections are made to equipment and before sprinkler heads are installed, all
piping shall be thoroughly blown out, rodded out, or washed out at least twice, in a manner as directed
and approved by the Engineer, to remove all accumulation of dirt, chips or other deleterious materials.
Make all temporary connections and furnish all appliances required for the purpose of cleaning
13. Drawings are generally diagrammatic, and all required offsets, piping, fittings, valves, drains, etc., may
not be shown but shall be provided in accordance with NFPA and the Building Code.
14. Provide sufficient elbows, swings and offsets to permit free expansion and contraction.
C. Dry-pipe system signs:
Central Avenue Parking Garage 15310-10 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
1. Dry pipe system shall have a sign at dry-pipe valve indicating the number of low point drains and the
location of each individual drain.
D. Pipe Joints:
1. Threaded joints shall be made up tight using pipe joint Teflon compound or tape, applied on the male
threads only.
2. Roll-grooved pipe and fittings shall be clean and free from indentations, projections and tool marks in
the area from pipe end to groove for proper gasket sealing. Provide a thin uniform coat of lubricant on
the suitable gasket intended for specified service as recommended by the manufacturer. Place the
gasket over one pipe end, align pipe ends and bring together, positioning the gasket between the
groove on each pipe end. Assemble the housing over the gasket with housing key section engaging
both grooves. The bolts shall be inserted, nuts started and uniformly tightened until the housing bolt
pads are firmly seated together, metal to metal
3. Flanged joints shall be made up square and tight with gaskets. Dip bolts and nuts in mixture of
graphite and oil immediately prior to installation.
4. Joints between copper or brass and steel pipe shall be made by using a dielectric coupling.
3.02 FIELD TESTS
A. Notify the Engineer and those authorities which have jurisdiction, at least 48 hours in advance of making the
required tests, so that arrangements may be made for their presence to witness the tests.
B. Perform all tests prior to painting or concealing.
C. Isolate all equipment, controls and instruments from the piping system during the required tests.
D. Provide and install necessary equipment, instruments, hardware, temporary piping, vents, drains, and
includes necessary personnel required to perform all tests.
E. Perform hydrostatic tests for all sections of the piping systems installed under this Section, at not less than
200 psi pressure for two hours, or at 50 psi in excess of the maximum pressure, when the maximum pressure
to be maintained in the system is in excess of 150 psi. The test pressure shall be read from a gauge located
at the low elevation point of the individual system or portion of the system being tested.
F. Test dry-pipe system with air at 40 psi for 24 hours, prior to performing the hydrostatic tests specified in 3.02
E above. Permissible air leakage shall not exceed the value specified in NFPA 13.
G. Systems may be tested in sections, when directed by the Engineer, to permit construction to proceed.
Testing on a section-by-section basis may be done with standard air pressure test. When the sprinkler
system is completely installed, it shall be subjected to the hydrostatic test herein specified.
H. Test all components in the system including alarm devices and demonstrate that the equipment complies with
the requirements and function for which they are intended. Testing through the Inspector's Test Connection
shall be included to demonstrate that flow and time parameters are satisfied.
I. With the entire system under normal operating pressure, each control valve shall be opened and closed to
demonstrate proper operation.
J. All tests shall conform to the requirements of NFPA 13. Records of all tests shall be made available for the
Engineer's inspection, as required.
K. Should the tests reveal any leaks or deficiencies in piping installed under this Section, make necessary
corrections immediately and flush, clean and retest the system for the Engineer's approval at no cost to the
Owner.
L. Repair or replace any portion of the system installed under this Section that is damaged as a result of test
operations at no cost to the Owner.
M. Dispose of water removed from pipelines in a manner that shall not cause damage to any property
Central Avenue Parking Garage 15310-11 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
N. Every manual fire alarm station shall be tested.
O. The sprinkler system waterflow alarm switches shall be tested by flowing water. The sprinkler system valve
tamper switches shall be tested by closing sprinkler valves. The deluge valve shall be tested by flowing
water.
P. Every audible alarm signaling device, controlled by the MFACP, shall be sounded.
Q. Every visual alarm signaling device, controlled by the MFACP, shall be lighted or flashed.
R. Every system control function shall be tested for its proper operation.
S. All circuits shall be opened at two (2) locations to test for proper supervision.
T. Any and all other tests which the Fire Marshal requests shall be provided as part of the Contract.
U. If any of the tests shall fail to indicate proper operation or it the Fire Marshal issues a list of faults or
objections to the system, the Contractor shall immediately correct all faults and improper functioning as part of
his Contract obligation. He shall furnish and install all labor and materials that is necessary to accomplish
this. The Contractor shall then reschedule the final acceptance test and redo all tests until the system is
accepted.
V. All final acceptance testing shall be done at a time convenient to the Fire Marshal and Design Team and all
testing costs shall be born by the Contractor as part of this Contract.
3.03 PROTECTION
A. As soon as sprinkler heads are in place, cover each head with a small paper bag of an UL-approved type
which shall be removed only after all painting is complete and then all heads shall be cleaned.
3.04 PAINTING
A. Upon completion of the installation, remove all protecting materials, thoroughly remove all scale and grease
and leave in a clean condition for painting. Painting is specified in other Sections of the Specifications.
3.05 CHEMICAL TREATMENT
A. Contractor shall thoroughly flush all sprinkler piping and chemically lean the inside of the sprinkler piping
with Tri-Sodium Phosphate.
3.06 PIPE AND VALVE IDENTIFICATION
A. Pipe and valve identification shall be installed in accordance with the requirements specified in Section
15010 basic mechanical requirements.
END OF SECTION 15310
Central Avenue Parking Garage 15310-12 SPRINKLER SYSTEM
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev. 1-7-09
SECTION 15255
ELECTRIC HEAT TRACING FOR FREEZE PROTECTION
PART 1 - GENERAL
1.01 DESCRIPTION
A. Factory Mutual Approved installation of electrical heat tracing for freeze protection and the prevention of icicles.
1.02 RELATED DOCUMENTS
A. All sections of this Division.
B. Division 1
1.03 REFERENCES
A. National Electrical Code
1.04 SUBMITTALS
A. Submit shop drawings under provisions of Division 1 and Section 15050.
B. Submit shop drawings indicating type and location of freeze protection.
C. Submit product data under provisions of Division 1 and Section 15050.
D. Submit product data indicating electrical requirements, surface temperatures and means of control.
E. Submit manufacturer’s installation instructions.
1.05 QUALIFICATIONS
A. Manufacturer: Company specializing in the manufacture of products specified in this Section with minimum three
years documented experience.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Thermon Manufacturing Company type FLX
B. Raychem
2.02 MATERIALS
A. The self-regulating heater shall consist of two (2) 16 AWG nickel plated copper bus wires embedded in parallel in
a self-regulating polymer core that varies its power output to respond to temperature all along its length, allowing
the heater to be crossed over itself without overheating, to be used directly on plastic pipe, and to be cut to length
in the field. The heater shall be covered by a radiation cross linked polyethylene dielectric jacket rated at 300 VAC
at 105qC with VW-1 flame resistance.
B. Provide a temperature controller for energy conservation.
C. The heater shall operate on line voltages of 208 volts without the use of transformers.
Central Avenue Parking Garage 15255-1 ELECTRIC HEAT TRACING
Cornell University FOR FREEZE PROTECTION
Ithaka, New York
Issued for Bid Rev 12-5-08
D. The heater shall be sized according to this table. The required heater output rating is in watts per foot at 50qF
(Heater selection based on 1” fiberglass insulation on metal piping).
Pipe Size Minimum Ambient Temperature -20qF
1/2 - 1 inch 3 watt
1-1/4 - 2 inch 5 watt
3 inch 5 watt
4 inch 8 watt
6 inch 8 watt
E. All heating cable core will be permanently marked with manufacturer’s batch or serial number for traceability. All
cable jackets will be continuously marked with manufacturer’s name, catalog number, nominal supply voltage and
nominal power output in watts per foot. Use of temporary printing or tags shall not be permitted.
F. All cables will be capable of withstanding 1,600 VAC RMS (50 or 60 Hz) applied for one minute between the
parallel conductors and the metallic braid.
G. Power retention of the heating element shall be a minimum of 90% after a minimum of 30% thermal cycles
between 50qF and 150qF.
H. Power connection, end seal, splice and tee kit components shall be applied in the field.
I. The system shall be controlled by a bulb-sensing thermostat set at 40qF.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Apply the heater linearly on the pipe after piping has been successfully pressure tested. Secure the heater to
piping with cable ties or type PF-1 polyester tape.
B. Apply “electric traced” signs to the outside of the thermal insulation.
C. Apply heat tracing to all piping exposed to the weather including drains and make-up water piping.
D. Trace heating will also be applied to each edge of the curtain wall system where set-backs occur to prevent the
formation of icicles..
3.02 TESTING
A. After installation and before and after installing the thermal insulation, subject heat tracing to testing using a 1000
VDC megger. Minimum insulation resistance should be 20 to 1000 megohms regardless of length.
END OF SECTION 15255
Central Avenue Parking Garage 15255-2 ELECTRIC HEAT TRACING
Cornell University FOR FREEZE PROTECTION
Ithaka, New York
Issued for Bid Rev 12-5-08
SECTION 15420
PLUMBING VALVES
PART 1 - GENERAL
1.01 DESCRIPTION
A. Provide and install all valves as indicated on the Drawings and as specified.
1.02 SUBMITTALS
A. Shop Drawings and Product Data:
1. Refer to General Requirements and Section 15010 for procedure and additional submittal
requirements.
2. Furnish shop drawings and product data for valves.
1.03 RELATED WORK
A. Section 15010 – Common Work results in HVAC
B. Section 15190 - Mechanical Identification
C. Section 15428 - Plumbing Insulation
D. Section 15410 - Plumbing Piping
E. Section 15430 - Plumbing Specialties
G. Section 15440 - Plumbing Fixtures
H. Section 15450 - Plumbing Equipment
1.04 DESIGN AND PERFORMANCE REQUIREMENTS
A. Design and performance of components and methods specified herein shall comply with all
applicable Federal, State and Local laws, ordinances, regulations and codes, and the latest
industry standards including, but not limited to the entities listed below.
1. Building Code of New York State
2. Plumbing Code of New York State
3. Municipal Water Company
4. American National Standards Institute (ANSI)
5. American Society for Testing and Materials (ASTM)
6. American Society of Mechanical Engineers (ASME)
7. American Water Works Association (AWWA)
8. In addition, specific provisions cited herein shall govern for the associated specific application.
1.05 QUALITY ASSURANCE
A. Valves of types and sizes required shall have been satisfactorily used for purposes similar to those
intended herein for not less than three years.
B. Entities performing the Work of this section shall have experience on at least two projects involving
complexities similar to those required under this Contract.
Central Avenue Parking Garage 15420-1 PLUMBING VALVES
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev 1-7-09
PART 2 - PRODUCTS
2.01 GENERAL
A. Nibco, Millwaukee, Watts, Apollo or as listed. Provide valves of same manufacturer for all plumbing systems,
including valves furnished with equipment.
B. For copper tubing, provide solder-joint valves, or IPS-to-Copper adapter, sized for use with tubing and
respective valve.
C. For flanged valves, provide companion flanges of same PSI rating-class of valve being used.
D. Provide valves rated not less than 125-pound steam working pressure for plumbing systems unless indicated
otherwise.
E. Provide valve materials suitable for service and temperature of respective systems, especially with respect to
discs, plugs, balls, linings, gaskets, and lubricants of globes valves, plug cocks, ball valves, etc.
F. Provide valves at points shown and as required for complete isolation of equipment, branches off mains
arranged so as to give complete and regulation control of piping systems throughout the building. Install
valves, with neat appearance and grouping, so that all parts are easily accessible for maintenance. Not all
isolation valves are shown.
G. Provide valves as specified in valve schedule below. Figure numbers listed are given as standard for type
and construction. Valves for similar service: of one manufacturer, including valves furnished with equipment.
H. Provide composition discs for bronze globes, angles or checks. Provide bronze discs for IBBM globes,
angles, or checks except where otherwise specified or approved at recommendation of the manufacturer.
I. Wheel handles to be non-heating style cast from malleable iron ASTM A197.
J. Mark each valve at the factory with the following minimum information, engraved, stamped or cast on each
valve or metal tag permanently attached to the valve.
1. Manufacturer's name.
2. Catalog or Figure number.
3. Size and pressure class.
4. Arrows shall indicate direction of flow on check, globe, angle, non-return and eccentric plug valves.
5. Valves for fire protection systems shall be UL approved and shall bear the UL label.
2.02 EXTERIOR WATER SERVICE VALVES
A. Furnish and install all underground control valves and valve boxes for water service and branches as
indicated on the Drawings.
B. All gate valves shall be similar and equal to Stockham G743-0 N.R.S. iron body, bronze mounted, double
disc, parallel seat, mechanical joint, with operating nut. Valves shall be open left. Other manufacturer will be
accepted when required by Local Authority.
C. All valves shall be installed complete with valve boxes and valve plate covers. All of the foregoing shall be
included in the price of valves. Valve boxes shall be set so the tops are flush with proposed finished grade.
They shall be reset if required to meet finished paving or grade.
D. All valve boxes, top and bottom sections and covers shall be manufactured by Kennedy, Fig. 121as specified
for the fire service above coated with coal tar pitch varnish and word “WATER” cast on cover.
2.03 INTERIOR VALVES
Central Avenue Parking Garage 15420-2 PLUMBING VALVES
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev 1-7-09
A. Model numbers for 125 psi WOG unless noted otherwise.
Description Mfg. No. 1 Mfg. No. 2 Mfg. No. 3
a. Butterfly Valves (2-1/2” and up):
Ductile iron or cast iron body, fully lugged, Milwaukee Nibco Hammond
316 or 17-4 pH Stainless steel, resilient ML123 LD-3022-5 6200
ully bi-directional dead-endable EPDM
seat, 150 psig seat working rating,
ANSI 150 .
Actuator under 4” – locking level handle;
4” and over – handweel gear operator.
b. Ball Valves:
1/4-inch to 2 inches Watts Appolo Jamesbury
600-pound WOG bronze 6000 Series 70-100 300 Series
body, standard port, 316 stainless steel
ball and stem with stem extension
to raise handle out of insulation,
reinforced teflon seats and seals,
maximum temperature
400 degrees F.
c. Gauge Valves: Provide ball valves for shut-off on all the gauges.
d. Check Valves:
2 inches and smaller: 200-pound bronze body, screwed ends, swing type.
2-1/2 inches and larger : 125-pound iron body, non-slam type globe style lift check, non-slam type tilting disc
or wafer body non-slam type lift check..
2.04 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTERS
A. Reduced pressure principle, conforming to AWWA C506 and ASSE Standard 1013.
B. Complete assembly with two spring-loaded toggle lever check valves, automatically operating pressure
differential relief valve, shut-off valves and test cocks. All internal parts of check and relief valves must be
removable or replaceable without removal of the unit from the line. Install pressure gauges on both sides of
RPZ.
C. On domestic water service: Epoxy coated cast iron check valve bodies with bronze check seat and stainless
steel relief valve seats, Watts Series 909- OSY. Provide Watts 909 AG air gap fitting for indirect waste. Spill
indirect waste into floor drain.
D. Contractor shall submit a complete application package to the Tompkins County Health Department for
the backflow preventer installation. The application package shall include a fee, application and
dimensioned annotated ¼” scale plan and elevation.
2.05 VALVE TAGS AND CHARTS
A. Provide valve identification in accordance with Section 15190.
PART 3 - EXECUTION
3.01 INSTALLATION
Central Avenue Parking Garage 15420-3 PLUMBING VALVES
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev 1-7-09
A. Provide all equipment with shutoff valves. Provide all valves strainers, check valves, except control valves
and unless specifically sized, of same size as the pipes in which they are installed unless otherwise indicated.
Provide fixture stops.
B. All hand-controlled line valves are to be ball or butterfly valves, except where throttling control or frequent
operation is required, provide globe or angle valves, unless otherwise shown or specified. Install all globe
and angle valves to close against the pressure.
C. Position valves so that stems are in any suitable angle from horizontal to upright position. Install valves only
in accessible locations. Do not install valves with stems pointing downwards unless specifically indicated.
D. Wherever possible, install valves accessible from floor level. Provide operating handles for all valves and
cocks. Provide adequate clearance for easy operation.
E. Support line valves at the valve in addition to regularly spaced pipe supports shown and specified.
F. Provide drain valves and hose adapters at all low points, etc.
G. Install swing checks and gravity closing lift checks in horizontal position.
H. Provide discharge pipe from all relief and safety valves. Extend to over approved drain receptacle with air
gap.
I. Provide ball valves to isolate shock absorbers.
J. Provide open-ended line valves with plugs or blind flanges.
K. Where required for access provide access doors in accordance with Section 15010.
3.02 TESTING
A. Test valve bonnets for tightness. Test operate valves from closed-to-open-to-closed position while valve is
under test pressure.
B. Test automatic valves including solenoid, pressure relief valves, safety valves and temperature and pressure
relief valves for proper operation at settings indicated.
C. Insure that valves are field checked for packing and lubricant and that disc is for service intended. Replace
leaking packing. Service valves which do not operate smoothly and properly with suitable lubricant before
placing in operation.
D. Test relief valves, safety relief valves, safety valves and temperature and pressure relief valves three times.
END OF SECTION 15420
Central Avenue Parking Garage 15420-4 PLUMBING VALVES
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev 1-7-09
SECTION 15428
PLUMBING INSULATION
PART 1 - GENERAL
1.01 SUMMARY
A. This section specifies administrative and procedure requirements regarding electrical work. Additional
requirements are specified in various sections of Division 16 and also may be required during the
execution of work due to project conditions.
1.02 WORK INCLUDED
A. Piping Insulation.
1.03 SUBMITTALS
A. Shop Drawings: Submit list of insulation to be used for each service.
B. Product Data: Manufacturer's latest published data for materials, "R" values and installation.
1. Energy Efficiency:
a. Meet or exceed the minimum ASHRAE 90.1 2004 requirements
2. Environmental Data
a. Submit environmental data in accordance with Table 1 of ASTM E2129 for products
provided under work of this Section.
b. Reports for aquatic toxicity testing of lubricants in accordance with ASTM D6081.
1.04 QUALITY ASSURANCE
A. All insulating materials to be free of asbestos.
B. Comply with all requirements of ASTM for thermal and moisture transmission.
C. Provide insulation (including insulation jacket or facing and adhesives used to adhere the facing or jacket to
the insulation) with non-combustible material meeting Code requirements and fire and smoke hazard ratings
as tested by procedure ASTM E-84, National Fire Protection Association 255, and UL 723, not exceeding
flame spread 25 and smoke developed 50. Adhesives, mastics, cements, etc. will not exceed the same
component ratings.
D. All insulating products and coverings to be U.L. listed.
E. All insulating products shall have Greenguard Certification
PART 2 - PRODUCTS
2.01 PIPE INSULATION
A. Materials
1. When the temperature of a fluid falls within the following temperature ranges at any time during the
system cycle, provide the insulation thickness indicated.
Central Avenue Parking Garage 15428-1 PLUMBING INSULATION
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev 1-7-09
Insulation Thickness
In Inches for Pipe Sizes In Inches
Temp. 1"
Range and 1¼" 2½" 5" 8" and
Service qF Material less to 2" to 4" to 6 larger
Domestic - Glass 1 1 1 n/a n/a
Cold Water Fiber
B. Provide insulation thickness for steam metering equipment at the building service entry in accordance with
Utility Company requirements.
C. Fiberglass Density: Fiberglass pipe insulation in equipment rooms and/or where exposed to be of the
sectional type having 6 lbs./cu. ft. density. Other fiberglass insulation to be of the 1-piece type with at least
4 lbs./cu. ft. density.
D. Thermal conductivity of fiberglass to be .23 BTU/hr/inch/sq.ft./qF/at a mean temperature of 75qF.
F. Thermal conductivity of calcium silicate to be .32 BTU/hr/inch/sq.ft./qF/at a mean temperature of 100qF.
G. Insulation Jackets
Concealed pipes carrying fluids 105 Factory applied white fire retardant jacket, (ASJ), stapled and
degrees and above banded. Pipes banded with not less than 3 bands per section.
Storm water piping Factory applied white fire retardant jacket, (PVC), with butt
strips stapled and banded. Pipes banded with not less than 3
bands per section.
1. Vapor jacket permeability to be 0.02 perms.
2. Jacket Puncture Resistance to be 50 units (Beach).
H. Fittings, Valves and Flanges
1. Where manufactured, use factory premolded fittings (of the same material and thickness as the pipe
insulation) for fittings, flanges and valves.
2. Where premolded insulation fittings are not manufactured, insulate fittings, flanges and valves with
mitered segments of the same density as the adjoining pipe covering.
PART 3 - EXECUTION
3.01 INSTALLATION OF INSULATION - GENERAL
A. Perform work in strict accordance with the manufacturer's recommendation and the best practice of the trade
and the intent of this specification.
B. Apply insulation over clean dry surface, butting sections or surfaces firmly together and finishing as specified.
C. Seal vapor barriers in a continuous manner throughout against moisture penetration.
D. Insulation to be continuous through wall, floor and ceiling openings or sleeves. Do not cover any nameplates
or identification tags.
3.02 PIPING INSULATION
A. Fill surface imperfections such as chipped edges, small joints or cracks and voids or holes with insulation
material and smooth all such areas with a skim coat of insulating cement.
Central Avenue Parking Garage 15428-2 PLUMBING INSULATION
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev 1-7-09
B. No insulation must be installed at fittings and joints until the piping systems have been hydrostatically tested
as specified elsewhere to the satisfaction of the Commissioner.
C. Provide insulation for removable flanges of pipe strainers on cold services with built-up sections of glass fiber
pipe covering, arranged to facilitate servicing of the strainer. Complete applications with vaporseals. Vapor
barriers to be sealed and continuous through hangers, walls, sleeves, etc. Adhesives and coatings to be as
noted herein.
D. Insulate fittings, flanges, valves, etc. for services where calcium silicate insulation is specified with mineral
wool cement of equal thickness to the pipe insulation and finished with glass cloth.
3.03 INSPECTION
A. Apply prefabricated sectional insulation for straight pipes neatly fitted around the piping, and sealed with
adhesive. Apply adhesive to only one side of each joint and not to pipe surface.
F. Seal all joints with Foster 30-35 fire resistant vapor barrier mastic. Where required, oversized pipe sections
or board type insulation may be used to fabricate and install insulation around pipe specialties. All void
space must be firmly filled with flexible insulation to support oversized pipe insulation.
G. Secure sectional insulation with 0.02" thick by ½" wide aluminum bands manufactured by Childers, or
Thomas & Betts "TY-RAP" nylon ties, on 24" centers for pipe sizes 2" and larger. Install at least two (2)
bands per section of insulation.
H. Insulate cold water ball valves with 3/4" thick flexible elastomeric sheet insulation (ASTM C534) or approved
equal as detailed on the Drawings. Finish insulation with two (2) coats of Rubatex 374 coating.
I. Insulate cold water vertical riser support clamps.
J. Insulate and thoroughly vapor seal control valve bodies where the valve actuator penetrates the insulation.
K. Replace any self-sealing insulation and/or lap that is found to be not sealing properly. Do not use staples to
secure the insulation, lap, or coverings.
3.04 FINISHING OF INSULATION
A. Finish hot service pipe fittings and valve applications with open weave glass mesh adhered with I.C. 501 (or
BF 30-35). Vaporseal for cold applications with I.C. 501 (or BF 30-35) adhesive with open weave glass
mesh laid in while wet with final coat with I.C. 501 (or BF 30-35) adhesive. Overlap glass mesh and outer
coat adjacent covering by at least 2 inches. Do not insulate flanges until systems are operational.
3.05 PROTECTION OF INSULATION
A. Protect pipe covering at hangers, guides, and roller supports with 16 gauge galvanized metal shields or
saddles (at least 3 times the insulation diameter in length and 1/3 the insulation circumference in width) on
the outside of the insulation and vapor barrier. Hold shields in place with straps. Do not pierce the insulation
with hangers. Where glass fiber insulation is used on piping 3 inches and larger, provide half-section of
calcium silicate covering of equal thickness at metal shields.
END OF SECTION
Central Avenue Parking Garage 15428-3 PLUMBING INSULATION
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev 1-7-09
SECTION 15430
PLUMBING SPECIALTIES
PART 1 - GENERAL
1.01 DESCRIPTION
A. Provide all labor, materials and equipment required to furnish, deliver and install all work under this Section
as required by the Contract Drawings and as specified herein.
B. Provide, install and perform all operations required for the complete installation of all piping specialties
included but not restricted to the following:
1. Flashing.
2. Nipples and couplings.
3. Dielectric fittings.
4. Cleanouts.
5. Drip pans.
6. Water meter.
7. Hose Bibbs
8. Pressure gauges.
9. Open receptor.
10. Traps
11. Area, floor and trench drains.
12. Expansion joints.
13. Non-Freeze yard hydrants.
14. Vacuum breakers
15. Trap primer
1.02 RELATED DOCUMENTS
A. Drawings and General Provision of Contract, including General and Supplementary Conditions and Division 1
Specification Sections, apply to work of this Section. Attention is directed to other Sections of these
specifications which affect work of this Division.
1.03 WORK INCLUDED IN OTHER SECTIONS
A Section 15010 – Common Work results for HVAC
B. Section 15190 - Mechanical Identification
C. Section 15240 - Mechanical Vibration and Seismic Control
D. Section 15428 - Plumbing Insulation
E. Section 15410 - Plumbing Piping
G. Section 15420 - Plumbing Valves
Central Avenue Parking Garage 15430-1 PLUMBING SPECIALTIES
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev.1-7-09
H. Section 15440 - Plumbing Fixtures
I. Section 15450 - Plumbing Equipment
1.04 SUBMITTALS
A. Submit shop drawings in accordance with Section 15010 for all items specified in this section.
PART 2 - PRODUCTS
2.1 FLASHING
A. Copper flashing shall have a minimum weight of not less than 16 ounces per square foot, complying with
ANSI/ASTM B-370.
B. Lead flashing shall have a minimum weight of not less than 4 pounds per square foot, complying with
ANSI/ASTM B-29.
C. Flashing fittings for pipes through roof shall be galvanized cast iron fitting with counter flashing recess, similar
to Smith Figure 1740 or 1750. Extend flashing at least 18” square around pipe and 18” high.
D. Flashing for vent pipes through roof and roof drains shall extend a minimum of 24” square and around floor
drains 24” square.
2.2 NIPPLES AND COUPLINGS
A. Extra heavy pipe shall be used for nipples where the unthreaded portion is less than 1-1/2 inches in length.
B. Close nipples will not be permitted, only shoulder nipples shall be used.
C. Right and left couplings are restricted to water and gas pipe 1-1/4 inches and smaller.
D. Brass ground joint unions are restricted to water pipe 1-1/2 inches and smaller.
2.3 DIELECTRIC FITTINGS
A. Provide dielectric insulating couplings which effectively isolate ferrous from non-ferrous piping as
manufactured by Lochinvar Corp., Eclipse Inc., Watts Regulator Co
2.4 CLEANOUTS
A. Use “Y” (and “TY”) fittings for cleanouts; full size “Y” for piping up to 4 inches and not less than 4-inch “Y”
outlets for piping 5 inches and larger.
B. Provide easily accessible cleanouts to make entire drainage system accessible for rodding. Provide at least
18” clearance to permit access to cleanout plugs.
C. Provide cleanouts for storm and sanitary piping at bases of stacks, at changes in direction of horizontal
piping, and at 100-foot intervals, minimum, on horizontal runs.
D. Where no definite finish is indicated on the Architectural and/or mechanical drawings, wall plates shall be
chrome plates cast brass and floor plates shall be nickel bronze. Screws in cleanouts in finished areas shall
be vandal proof.
E. Floor cleanout shall be extra heavy duty deck plates type with adjustable round scoriated secured ductile iron
cover similar to:
1. Jay R. Smith 4220 series
F. All cleanout plugs shall be lubricated with graphite before installation.
G. Cleanouts shall be manufactured by Jay R. Smith Manufacturing Co., Josam Manufacturing Co., Zurn
Industries Inc., Tyler Pipe Industries Inc./Wade Division, or approved equal.
Central Avenue Parking Garage 15430-2 PLUMBING SPECIALTIES
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev.1-7-09
2.5 DRIP PANS
A. Provide drip pans fabricated from corrosion resistant sheet metal with watertight joints and with edges turned
up 1-1/2 inches at location indicated on the drawings. Reinforce top, either by structural angles or by rolling
top over 1/4 inch steel rod. Provide a 1 inch copper drain line connection at low point and piped to a
mechanical equipment room floor drain or service sink.
2.6 WATER METER
A. Magnetic drive vertical turbine meter, with basket type strainer bronze case and bottom plate, hermetically
sealed register, high impact resistant plastic register lid, Neptune HP turbine or Metron-Farnier. Install and
maintain in accordance with Department of Health and Water Authority requirements.
B. Provide remote readout, mount on exterior wall in accordance with Water Department requirements.
Coordinate location with the architect.
C. Strainer: Flanged bronze body and removable basket of perforated copper or stainless steel, similar to
Neptune.
D. Insulate water meter with 4 pound density 1” thick vapor barrier glass insulation blanket, fitted and contour to
shape and secured in place with bends or wire. Apply 2 coats of mineral wool, cement and trowel to a smooth
finish, and finish with two applications of Benjamin Foster 30-36 vapor barrier finish.
2.7 HOSE BIBBS
A. HB: hose Bibb shall be wall mounted, backflow protected, chrome plated, with metal wheel handle, similar to
Woodford Model 26 with C inlet.
2.8 PRESSURE GAUGES
A. 4-1/2 in. diameter, stainless steel case, liquid-filled, Ashcroft Type 1009S.
B. Provide ball valve for each pressure gauge.
C. Locate on water service, inlet and outlet of each backflow preventer, provide a single gauge for each pump
with ½” nominal copper manifold with ball valve at the suction and discharge of each pump.
2.9 OPEN RECEPTOR
A. Shop or field fabricate from ASTMA A 74, service class, hub-and-spigot, cast-iron, soil-pipe fitting. Include P-
trap (where connection is made to sanitary system), hub-and spigot riser section of length to provide depth
indicated, and increaser fitting of size indicated, joined with ASTMC 564 rubber gaskets. Size P-Trap as
indicated.
2.10 TRAPS
A. Each fixture and piece of equipment requiring connection to the drainage system shall be separately trapped
by means of a water seal trap placed as required by Code.
B. All running traps on drains, etc., shall have inlet handhole cleanouts and brass plug cleanouts in bottom. Cast
iron trap in ground shall have bottom cleanouts and shall be chromium plated cast brass.
C. Provide deep-seal trap where indicated on Contract Documents. Trap shall be cast iron or bronze, with inlet
and outlet matching connected piping, clean out where indicated, and trap seal primer valve connection
where indicated:
1. 2-inch: 4 inch minimum water seal
2. 2 ½ inch and larger: 5 inch minimum water seal
2.11 ROOF AND FLOOR DRAINS
Central Avenue Parking Garage 15430-3 PLUMBING SPECIALTIES
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev.1-7-09
A. Area drain AD-1: Duco cast iron body, flashing collar and adjustable top with vandal proof ductile iron grate and
cast iron sediment bucket, similar J. R. Smith Model 2488-U.
B. Area Drain AD-2: Duco cast iron body and flashing collar with cast iron tractor grate and sediment basket,
similar to J.R.Smith Model 2141-B.
C. Trench drain TD: Trench drain system shall be high capacity pre-sloped and interlocking fiberglass trench with
bottom outlet similar to J.R. Smith Model 9812-M. Trench shall be 24.5’ long; shallow end depth shall be 9”.
Trench System shall be installed in strict accordance with manufacturer’s recommendations. Grating for trench
shall be extra heavy duty rated for load Class E, slotted ductile iron similar to J. R. Smith Model 9870-461M.
D. Floor drain FD: Duco cast iron body and flashing collar with cast iron tractor grate and sediment basket, similar
to J.R.Smith Model 2141-B.
2.12 NON FREEZE YARD HYDRANT
A: YH: yard hydrant shall be non-freeze, bronze with bronze casing, “T” handle key and cast iron box with heavy
duty cover with nickel bronze top and lifting device. Hydrant shall have 1” hose connection; drains in the box
and valve housing and “water” cast on cover. Yard hydrant shall be similar to J.R.Smith Model 5951-HC1-N-
NV-W-NB.
2.13 VACUUM BREAKERS
A: Bronze body, chrome-plated, similar to Watts, Regulator Co. Model No. 288A-C, Provide check valve at the
outlet side of vacuum breaker.
B. Vacuum breaking devices shall be readily accessible, in the same room with the fixture they serve.
C. Provide vacuum breakers for hose and faucets, on piping supplying fixtures and equipment below the
overflow level and interconnections with other systems which as make-up water supplies to heating or cooling
systems.
3 PART 3 - EXECUTION
3.01 INSTALLATION
A. Locate drip pans under piping passing over or within 3 feet horizontally of electrical equipment, and
elsewhere as indicated. Hang from structure with rods and building attachments, weld rods to sides of drip
pan. Brace to prevent sagging or swaying.
B: Install flashing on all drains set in membrane floors and roofs and all other areas as specified herein.
END OF SECTION 15430
Central Avenue Parking Garage 15430-4 PLUMBING SPECIALTIES
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev.1-7-09
SECTION 15450
PLUMBING EQUIPMENT
PART 1 - GENERAL
1.01 DESCRIPTION OF WORK
A. Provide as necessary for a complete system of plumbing equipment, as indicated on the Drawings and as
specified.
1.02 WORK INCLUDED IN OTHER SECTIONS
A. Section 15010–Basic Mechanical Requirements
B. Section 15190 – Mechanical Identification
C. Section 15240 – Mechanical Sound, Vibration and Seismic Control
D. Section 15428 – Plumbing Insulation
E. Section 15410 – Plumbing Piping and Appurtenances
F. Section 15420 – Plumbing Valves
G. Section 15430 – Plumbing Specialties
H. Section 15440 – Plumbing Fixtures
1.03 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
1. American Gas Association (AGA).
2. American Society of Mechanical Engineers (ASME).
3. National Electrical Manufacturer’s Association (NEMA).
1.04 SUBMITTALS
A. Shop Drawings and Product Data:
1. Refer to General Requirements and Section 15010 for procedures.
2. Furnish submittals including characteristic curves which show horsepower, capacity and efficiency.
3. Furnish manufacturer’s written product date.
B. Equipment Brochure and Service Manuals:
1. Before requesting acceptance of work, furnish five sets of manufacturer’s equipment brochures
consisting of:
a. Equipment and components, descriptive literature.
b. Performance data, model number.
c. Installation instructions.
d. Operating instructions.
Central Avenue Parking Garage 15450-1 PLUMBING EQUIPMENT
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev 1-7-09
e. Maintenance and repair instructions.
f. Spare parts.
g. Lubrication instructions.
2. Assemble manufacturer’s equipment manuals in chronological order following the specification alpha-
numerical system using heavy duty three ring binders.
1.05 ELECTRICAL WIRING TERMINATION REQUIREMENTS:
G Contractor shall coordinate with electrical contractor to ensure that the cable termination lugs in the
equipment are compatible with the type and size of the cable used. Modification of the lugs or connectors at
the site is not acceptable.
G Contractor shall coordinate with electrical contractor for the required interface with the fire alarm and
monitoring systems.
PART 2 - PRODUCTS
2.01 DUPLEX SUMP PUMP SP-1 AND SP-2
A. Furnish and install as shown on the drawings and as specified herein duplex pumping system consisting of
but not limited to; two submersible pump/motor assemblies, automatic liquid level controls, and all
necessary appurtenances required for a properly operating pumping system.
B. Pumps shall have capacity of 100 GPM at TDH as shown on pump schedule on drawing P 001 and shall be
Weil Pump Company Model No. 2545 or approved equal. Pumps shall be designed for handling raw
unscreened wastewater.
C. Pump motors shall be 3 HP and shall operate at a maximum speed of 1750 RPM, and be suitable for
operation with 460 volts, 3 phase, 60 Hz current. Motors shall be housed in a NEMA-6 water tight cast iron
shell with extended cooling rings and shall be of the air filled design for maximum efficiency and shall have
class F winding insulation. Each pump shall be meet all new US Government and California requirements
prohibiting oil filled pump motors. Oil filled motors containing hydrocarbons will not be acceptable. Motor
and end bell shall be designed as a terminal box and separated from the motor shell by a combination
bearing support and inspection plate that shall permit viewing and access to the motor from the top side of
the unit. Pumps shall be furnished with an upper and lower permanently lubricated double sealed ball
bearing having a rated life of 17,500 hours. Motors using sleeve type bearings in either position will not be
acceptable. Motors shall be of the design that are warranted without the need of moisture sensing
electrodes, and shall be rated for use with C-20 overload heaters. The mating surfaces between the motor
end bell, motor shell, and seal housing shall be sealed by means of Buna-N O-rings. Motor shaft shall be
300 series stainless steel with key way for positive positioning of the impeller.
D. The impeller shall be multi-vane semi-open type capable of passing 2.25” solids and shall be constructed of
cast iron and accurately machined to the proper diameter and be statically and dynamically balanced, and
shall not require the use of wear rings to insure proper operation.
E. Pump shall incorporate a double mechanical seal system. The seal assembly shall be housed in a seal
chamber filled with clean biodegradable vegetable oil. The upper seal faces shall be carbon against Ni-
Resist with the lower seal faces of solid silicon carbide. The pump casing shall be constructed of ASTM
A48-83, Class 30, close grained cast iron. The one piece volute shall consist of smooth contoured surfaces
and fluid passages.
F. Pump shall be computer tested and a report test kept. Test data shall consist of six (6) duty points at
various heads and capacities, one of which shall be the duty point. Test data shall be made available to the
engineer and/or owner upon request
Central Avenue Parking Garage 15450-2 PLUMBING EQUIPMENT
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev 1-7-09
G. Liquid level controller shall be Weil Pump Company No. 8232B and shall be designed for controlling a
Duplex lead-lag pump pumping system. The float switches shall be of the tether design consisting of: (4)
single pole level sensing float switches, each sealed in a corrosion resistant polypropylene float, (4)
corrosion resistant switch brackets for attaching switches to suspension rod, (1) galvanized steel
suspension rod, and a wall mounted suspension plate. Each switch shall be provided with a 20 foot long
power cable. The entire unit switch mounting assembly shall be furnished by the pump manufacturer.
H. There shall be furnished a duplex pump control panel, Weil Pump Model 8151 arranged for wall mounting
and be furnished in a NEMA 1 enclosure containing: 1- Disconnect switch with external handle, 2 - Motor
circuit protectors, 2-magnetic starters with O.L. protection and resets, 2-test-off-auto selector switches, 2-
red pump running lights, 1-control circuit transformer, 1- Electric lead lag pump alternator, (1) alarm bell with
silence switch, (1) door mounted alarm light and auxiliary high water contact, 1 power failure auxiliary dry
contact and a numbered and wired terminal strip.
I. The following pump conditions shall be reprted to the BMS System in Milstein Hall: high water alarm
and power failure.
J. Contractor shall furnish and install a check and gate valve for each pump discharge and clean all
construction debris from pit before pump operation.
K. The pump manufacturer shall warrant the pumps being supplied to the owner against defects in
workmanship and materials for a period of five (5) years under normal use, operation and service. All
repairs or replacement parts that may be needed after the initial sixteen (16) months and the cost (F.O.B.
Factor) pro rated for the period of time the pump has been in operation. The warranty shall be in published
form.
L. For sump pump SP-1 provide pit cover similar to Weil Pump Co. Model 8814, square 48"x 48” outside
dimension with matching angle iron curb frame and have pump access floorplates for two pumps, two
through the cover discharge pipe flanges, float access suspension plate and power cable openings. Include
a matching angle iron curb frame.
M. For sump pump SP-2 pit cover shall aluminum hinged access door, H20 rated, Halliday
Manufacturing Model H1C3648. The single leaf access frames and cover have a ¼” thick, mill finish,
extruded aluminum channel frame, incorporating a continuous concrete anchor. A 1 ½” drainage
coupling shall be located in the front left corner of the channel frame. The entire frame must be
supported by a full bed of Class A concrete. The door panel shall be ¼” aluminum diamond plate
reinforced to withstand a live load of the H-20 designation, and shall not protrude into the channel
frame wnen in open position.Door shall open to 90 degrees and automatically lock with a stainless
steel hold open arm with aluminum release handle. For ease of operation, door shall incorporate
enclosed stainless steel compression spring assists. Door shall be close flush with the frame.
Hinges and all fastening hardware shall be stainless steel. Unit shall lock with a stainless steel slam
lock with the removable key and have a non-corrosive handle. Unit shall be guaranteed against
defects in material and/or workmanship for a period of 10 years.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install equipment in accordance with the manufacturer’s printed recommendations.
A. Provide valves at each piece of equipment to provide isolation of the equipment from its connected system.
B. The alignment of all pumps shall be checked and each pump shall be properly aligned after the piping is
completed and before the pump are placed in service.
C. Mechanical seals and shaft sleeves shall be replaced by this Contractor without charge in the event the
unusual wear of faulty operation occurs during guarantee period.
Central Avenue Parking Garage 15450-3 PLUMBING EQUIPMENT
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev 1-7-09
D. Where pumps components are or may come in contact, although the materials may be basically similar, use
hardness differentials of at lest 50 Brinell to prevent seizure and reduce wear.
E. Provide shaft packing or seal compatible with the pump design, fluid handled and in accordance with the
manufacturer’s recommendations.
F. Balance pump impellers and all other moving components statically and dynamically.
G. Completely align and level pumps, motors and bases. Where pumps and motors are shipped as a unit,
realign them in field.
H. Grout equipment base plates completely to provide a rigid-non-deflecting support
I. Secure pumps to bases with proper size anchor bolts and vibration isolators.
J. Provide flexible connection for pumps. Provide spring hangers for piping for pump to partition or wall
penetration.
K. Pumps must operate stably without pulsation, vibration or internal re-circulation. Pump operating
characteristic curves must meet the following requirements:
1. The pump operating point must fall on or below an impeller diameter curve which is not more than
85% of the maximum diameter impeller which can satisfactorily operate in the casing.
2. The pump operating point must fall below the point of no flow head pressure.
3. Pump operating point must be to the right of the midpoints of the peak efficiency curves. Selected
efficiency shall be not more than 3% points below maximum efficiency.
4. A 10% increase in head pressure over the specified will result in not more than a 20% reduction in
gpm and will not affect the stability of the pump.
L. Provide nameplates attached to plumbing unit, easily visible, showing the following information:
1. Maker’s name, date of manufacture, size and type.
2. Rated capacity, head, NPSH required and RPM at full load.
3. Rated horsepower, full load amperes.
4. Voltage, number of phases, frequency
5. Temperature rise or class of insulation
6. Service factor, if other than 1
7. Impeller diameter, impeller model and stages.
M. Upon completion of the installation, test all equipment under field operating conditions to demonstrate
capability of the equipment to meet specification requirements.
N. Submit results of factory tests with the equipment shop drawings. Include result of factory and field tests in
the Instruction Manual.
O. Perform field tests to demonstrate the ability of the pumping equipment to meet contract requirements.
Compile and certify the following data:
1. Water flow, gpm, at rated head.
2. Shutoff head.
3. Operating kilowatts for measured voltage, amperes, power factor.
END OF SECTION 15450
Central Avenue Parking Garage 15450-4 PLUMBING EQUIPMENT
Cornell University
Ithaka, New York
Issued for CAPG Bulletin No.1 Rev 1-7-09
CORNELL UNIVERSITY
SANITARY MANHOLE SCHEDULE
MANHOLE I.D. NORTHING EASTING STRUCTURE CASTING DETAIL
SAN MH 1 893111.1 846535.3 4' DIA. * 5/C301
SAN MH 2 893008.9 846533.2 4' DIA. * " "
SAN MH 3 893013.5 846625.3 4' DIA. * " "
* SEE SANITARY MANHOLE DETAIL
STORM STRUCTURE SCHEDULE
STORM I.D. NORTHING EASTING STRUCTURE CASTING* DETAIL
STORM 1 893111.2 846524.1 4' DIA. M.H. #1030** 2/C301
STORM 2 893024.8 846527.4 4' DIA. M.H. #1030** 2/C301
STORM 3 893034.1 846833.2 4' DIA. M.H. #1030** 2/C301
STORM 4 893016.8 846881.9 4' DIA. M.H. #1196 2/C301
STORM 5 893015.9 846538.2 2'X2' D.I. #2916 1/C301
STORM 6 893096.4 846720.7 4' DIA. M.H. #1030** 2/C301
STORM 7 893101.7 846774.2 2'X2' D.I. #2916 1/C301
STORM 8 893009.6 846631.1 4' DIA. M.H. #1030** 2/C301
STORM 9 893090.2 846564.9 ------SEE DETAIL------ 5/C303
* SYRACUSE CASTING CATALOG, UNLESS OTHERWISE NOTED.
** WITH "STORM SEWER" RAISED LETTERING CAST IN COVER.
CORNELL UNIVERSITY
CORNELL UNIVERSITY
CORNELL UNIVERSITY
TABLE No. 3 TABLE No. 4
MINIUMUM GRAVITY BLOCK VOLUMES FOR VERTICAL BENDS ANCHOR ROD SCHEDULE
(CUBIC YARDS) MINIMUM
PIPE DIAMETER (INCHES) PIPE ANCHOR EMBEDMENT
FITTING 4 6 8 10 12 DIAMETER ROD LENGTH
11.25° BEND 0.1 0.3 0.6 0.8 1.1 (INCHES) LOOPS (INCHES)
22.5° BEND 0.3 0.6 1.0 1.5 2.1 4 (1) - #3 6
45° BEND 0.6 1.1 2.0 3.0 4.2 6 (1) - #3 6
90° BEND 1.0 2.1 3.6 5.5 7.7 8 (2) - #4 6
10 (2) - #4 6
12 (2) - #5 8
CORNELL UNIVERSITY
DATE FILE No.
CORNELL
ITHACA, NY
UNIVERSITY
REF-A102
01/07/08
AVENUE
GARAGE
NOTE: ISSUED AS PART OF CAPG Bulletin No 1, Dated January 07, 2009) SK010608-04
PARKING
CENTRAL
DATE FILE No.
CORNELL
ITHACA, NY
UNIVERSITY
REF-A102
01/07/08
AVENUE
GARAGE
NOTE: ISSUED AS PART OF CAPG Bulletin No 1, Dated January 07, 2009) SK-011409-01
PARKING
CENTRAL
DATE FILE No.
CORNELL
REF-
ITHACA, NY
UNIVERSITY
01/07/08 A301 & A302
AVENUE
GARAGE
NOTE: ISSUED AS PART OF CAPG Bulletin No 1, Dated January 07, 2009)
PARKING
CENTRAL
SK010608-03
CENTRAL
AVENUE
PARKING
GARAGE
CORNELL
UNIVERSITY
ITHACA, NY
SK010608-01
FILE No.
REF-A804
01/07/08
DATE
Fill up to the bottom of the pavers chamfer
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