FD 93 Shower Rooms Piping Valve Replacement ProjectⅥLLAGE OF OAK BR00K
CONTRACT FOR FIRE STATION 93 SHOWER R00ⅣIS PIPING
AND VALVE REPLACEMENT PROJECT
VILLAGE OF OAK BR00K
CONTRACT FOR FIRE STATION 93 SHOWER R00MS PIPING
AND VALVE REPLACEMENT PROECT
TABLE OF CONTENTS
Page
ARTICLE I: TIIE WORI( ............1
1.1 Performance of the Work ...................1
1.2 Commencement and Completion Dates ...............2
1.3 Required Submittals .........2
A. Submittals Required .........2
B. Number and Format ..........2
C. Time of Submission and Owner's Review. ..........2
D. Responsibility for De1ay........ .............3
1.4 Review and Interpretation of Contract Provisions .................3
1.5 Conditions at the Work Site; Record Drawings .....................3
1.6 Technical Ability to Perform ..............4
1.7 Financial Ability to Perform ...............4
1.8 Time......... .......4
1.9 Safety at the Work Site........... ............4
I . 1 0 Cleanliness of the Work Site and Environs . .. .. ..... 5
l.l I Damage to the Work, the Work Site, and Other Property.... .................... 5
l.l2 Subcontractors and Suppliers .............5
A. Approval and Use of Subcontractors and Suppliers............. ....................5
B. Rernoval of Subcontractors and Suppliers ...........6
1.13 Simultaneous Work By Others. ..........6
l.l4 Occupancy Prior to Final Payment............. ..........6
1.15 Owner's Right to Terminate or Suspend Work for Convenience..............................6
A. Termination or Suspension for Convenience ............. ............6
B. Payment for Completed Work.. ..........6
ARTICLE II: CIIANGES AND DELAYS. ......................7
2.1 Changes ..........7
2.2 Delays .............7
A. Extensions for Unavoidable Delays .....................7
B. No Compensation for Delays .............7
ARTICLE III: CONTRACTOR'S RESPONSIBILITY FOR DEFECTM WORI(.......7
3.1 Inspection; Testing; Correction of Defects. ..........7
A. lnspection .......7
B. Re-Inspection............ ........7
C. Correction .......8
3.2 Warranty of Work.... .........8
A. Scope of Warranty............... ...............8
B. Repairs; Extension of Warranty ............... ............8
C. Subcontractor and Supplier Warranties ................8
3.3 Owner's Right to Correct ...................8
ARTICLE IV: FINANCIAL ASSURANCES.......... ........8
4.1 Bonds....... .......8
4.2 Insurance.. .......9
4.3 Indemnification.......... .......9
ARTICLE V: PAYMENT ......... ......................9
5.1 Contract Price......... ..........9
5.2 Taxes and Benefits.............. ...............9
5.3 Progress Payments.. ..........9
A. Payment in lnstallments .......... ...........9
B. Pay Requests............. ......10
C. Work Entire ....................10
5.4 Final Acceptance and Final Payment............ .....10
A. Notice of Completion............ ...........10
B. Punch List and Final Acceptance........ ...............10
C. Final Payment............. ......................10
5.5 Liens ............. I I
A. Tit1e.......... .....1I
B. Waivers of Lien ..............1I
C. Removal of Liens ...........1I
D. Protection of Owner On1y......... .......1I
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5.6 Deductions ...................... 11
A. Owner's Right to Withhold............... .................1I
B. Use of Withheld Funds .....................12
ARTICLE VI: DISPUTES AND REMEDIES................ .................12
6.1 Dispute Resolution Procedure ..........12
A. Notice of Disputes and Objections........... ..........12
B. Negotiation of Disputes and Objections........... ....................12
6.2 Contractor's Remedies............... ......12
6.3 Owner's Rernedies.. ........13
6.4 Owner's Additional Rernedy for Delay.. ............I4
6.5 Terminations and Suspensions Deemed for Convenience......... ............14
ARTICLE VII : LEGAL RELATIONSHIPS AI\D REQUIREMENTS ........................... I 4
7.1 Binding Effect ................14
7.2 Relationship of the Parties....... .........14
7.3 No Collusion/Prohibited Interests ...................... 15
7.4 Assignment................ ..... 15
7.5 Confidential Information............. .....15
7.6 No Waiver ......................15
7.7 No Third Party Beneficiaries..... .......16
7.8 Notices..... ..... 16
7.9 Goveming Laws ........ .....16
7.10 Changes in Laws..... ........17
7.ll Compliance with Laws......... ............17
A. Compliance Required .....17
B. Liability for Fines, Penalties... ..........17
C. Prevailing Wage Ac1............ .............17
D. Required Provisions Deemed lnserted ...............18
7.12 Compliance with Patents ..................18
A. Assumption of Costs, Royalties, and Fees .........18
B. Effect of Contractor Being Enjoined... ...............18
7.13 Time......... .....18
7.14 Severability............... ...... 18
7 .15 Entire Agreement ............ 18
7.16 Amendments................ ..................... 19
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Contractor's Certification
Attachment A: Supplemental Schedule of Contract Terms
Attachment B: Specifications
Attachment C: List of Drawings
Attachment D: Special Project Requirements
Appendix 1: Prevailing Wages
Appendix 2: Form of Performance Bond
Appendix 3: Form of Labor and Materials Bond
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VILLAGE OF OAK BR00K
CONTRACT FOR FIRE STATION 93 SHOWER R00MS PIPING
AND VALVE REPLACEMENT PROECT
In consideration of the mutual promises set forth below, the Village of Oak Brook, 1200
Oak Brook Road, Oak Brook, Illinois, 60523, an tllinois municipal corporation ("Ownef'), and
Construction
60411. a Corporation ("Contractor"), make this Contract as of
"Effective Date") and hereby agree as follows:
2018, (the
ARTICLE I: THE WORK
l.l Performance ofthe Work
Contractor,at its sole cost and expense,Inust provide,perfollll,and complete all of the
following,all ofwhich is herein referred to as the“Ns″″':
Labor. Equipment. Materials. and Supplies. Provide, perform, and complete, in the
manner described and specified in this Contract, all necessary work, labor, services,
transportation, equipment, materials, apparatus, machinery, tools, fuels, gas,
electric, water, waste disposal, information, data, and other means and iterns
necessary to accomplish the Project at the Work Site, both as defined in
Attachment A, in accordance with the specifications attached hereto as
Attachment B, the drawings identified in the list attached hereto as Attachment C,
and the Special Project Requirements attached hereto as Attachment D.
Permits. Except as otherwise provided in Attachment A, procure and furnish all
permits, licenses, and other governmental approvals and authorizations necessary
in connection therewith.
Bonds and Insurance. Procure and furnish all Bonds and all certificates of
insurance specified in this Contract.
Taxes. Pay all applicable federal, state, and local taxes.
Miscellaneous. Do all other things required of Contractor by this Contract,
including without limitation arranging for utility and other services needed for the
Work and for testing, including the installation of temporary utility lines, wiring,
switches, fixtures, hoses, connections, and meters, and providing sufficient sanitary
conveniences and shelters to accommodate all workers and all personnel of Owner
engaged in the Work.
2.
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6. Oualit)r. Provide, perform, and complete all of the foregoing in a proper and
workmanlike manner, consistent with the highest standards of professional and
construction practices and in full compliance with, and as required by or pursuant
to, this Contract, and with the greatest economy, efficiency, and expedition
consistent therewith, with only new, undamaged and first quality equipment,
materials, and supplies.
1.2 Commencement and Completion Dates
Contractor must commence the Work not later than the "Commencement Date" set forth
on Attachment A and must diligently and continuously prosecute the Work at such arate as will
allow the Work to be fully provided, performed, and completed in full compliance with this
Contract not later than the "Completion Date" set forth in Attachment A. The time of
commencement, rate of progress, and time of completion are referred to in this Contract as the
"Contract Time."
1.3 Required Submittals
A. Submittals Required. Contractor must submit to Owner all documents, data, and
information specifically required to be submitted by Contractor under this Contract and must, in
addition, submit to Owner all such drawings, specifications, descriptive information, and
engineering documents, data, and information as may be required, or as may be requested by
Owner, to show the details of the Work, including a complete description of all equipment,
materials, and supplies to be provided under this Contract ("Required Submittals"). Such details
must include, but are not limited to, design data, structural and operating features, principal
dimensions, space required or provided, clearances required or provided, type and brand of finish,
and all similar matters, for all components of the Work.
B. Number and Format. Contractor must provide three complete sets for each
Required Submittal. All Required Submittals must be prepared on white 8-ll2"xll" paper.
C. Time of Submission and Owner's Review. All Required Submittals must be
provided to Owner no later than the time, if any, specified in this Contract for their submission or,
if no time for submission is specified, in sufficient time, in Owneros sole opinion, to permit Owner
to review the same prior to the commencement of the part of the Work to which they relate and
prior to the purchase of any equipment, materials, or supplies that they describe. Owner will have
the right to require such corrections as may be necessary to make such submittals conform to this
Contract. All such submittals will, after final processing and review with no exception noted by
Owner, become a part of this Contract. No Work related to any submittal may be performed by
Contractor until Owner has completed review of such submittal with no exception noted. Owner's
review and stamping of any Required Submittal will be for the sole purpose of examining the
general management, design, and details of the proposed Work, does not relieve Contractor of the
entire responsibility for the performance of the Work in full compliance with, and as required by
or pursuant to this Contract, and may not be regarded as any assumption of risk or liability by
Owner.
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D. Responsibility for Delay. Contractor is responsible for any delay in the Work due
to delay in providing Required Submittals conforming to this Contract.
1.4 Review and Interpretation of Contract Provisions
Contractor represents and warrants that it has carefully reviewed this Contract, including
all of its Attachments, and the drawings identified in Attachment C, all of which are by this
reference incorporated into and made a part of this Contract. Contractor must, at no increase in
the Contract Price, provide workmanship, equipment, materials, and supplies that fully conform
to this Contract. Whenever any equipment, materials or supplies are specified or described in this
Contract by using the name or other identifying feature of a proprietary product or the name or
other identi&rng feature of a particular manufacturer or vendor, the specific item mentioned is
understood as establishing the type, function and quality desired. Other manufacturers' or
vendors' products may be accepted, provided that the products proposed are equivalent in
substance and function to those named as determined by Owner in its sole and absolute discretion.
Contractor must promptly notifu Owner of any discrepancy, error, omission, ambiguity, or
conflict among any of the provisions of this Contract before proceeding with any Work affected
thereby. If Contractor fails to give such notice to Owner, then the subsequent decision of Owner
as to which provision of this Contract governs is final, and any corrective work required does not
entitle Contractor to any damages, to any compensation in excess of the Contract Price, or to any
delay or extension of the Contract Time.
When the equipment, materials, or supplies furnished by Contractor cannot be installed as
specified in this Contract, Contractor must, without any increase in the Contract Price, make all
modifications required to properly install the equipment, materials, or supplies. Any such
modification is subject to the prior review and consent of Owner.
1.5 Conditions at the Work Site: Record Drawinss
Contractor represents and warrants that it has had a sufficient opportunity to conduct a
thorough investigation of the Work Site and the surrounding area and has completed such
investigation to its satisfaction. Contractor will have no claim for damages, for compensation in
excess ofthe Contract Price, or for a delay or extension ofthe Contract Time based upon conditions
found at, or in the vicinity of, the Work Site. When information pertaining to subsurface,
underground or other concealed conditions, soils analysis, borings, test pits, utility locations or
conditions, buried structures, condition of existing structures, and other investigations is or has
been provided by Owner, or is or has been otherwise made available to Contractor by Owner, such
information is or has been provided or made available solely for the convenience of Contractor
and is not part of this Contract. Owner assumes no responsibility whatever in respect to the
sufficiency or accuracy of such information, and there is no guaranty or warranty, either expressed
or implied, that the conditions indicated are representative of those existing throughout the Work
or the Work Site, or that the conditions indicated are representative of those existing at any
particular location, or that the conditions indicated may not change, or that unanticipated
conditions may not be present.
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Contractor is solely responsible for locating all existing underground installations by
prospecting no later than two workdays prior to any scheduled excavation or trenching, whichever
is earlier. Contractor must check all dimensions, elevations, and quantities indicated in this
Contract within the same time period as set forth above for prospecting underground installations.
Contractormust lay out the Work in accordance with this Contract and must establish and maintain
such locations, lines and levels. Wherever pre-existing work is encountered, Contractor must
verify and be responsible for dimensions and location of such pre-existing work. Contractor must
notifu Owner of any discrepancy between the dimensions, elevations and quantities indicated in
this Contract and the conditions of the Work Site or any other elrors, omissions or discrepancies
which Contract may discover during such inspections. Full instructions will be furnished by
Owner should such error, omission, or discrepancy be discovered, and Contractor must carry out
such instructions as if originally specified and without any increase in Contract Price.
Before Final Acceptance of the Work, Contractor must submit to Owner two sets of
Drawings of Record, unless a greater number is specified elsewhere in this Contract, indicating all
field deviations from Attachment B or the drawings identified in Attachment C.
1.6 Technical Abilitv to Perform
Contractor represents and warrants that it is sufficiently experienced and competent, and
has the necessary capital, facilities, plant, organization, and staff, to provide, perform and complete
the Work in fulI compliance with, and as required by or pursuant to, this Contract.
1.7 Financial Ability to Perform
Contractor represents and warrants that it is financially solvent, and Contractor has the
financial resources necessary to provide, perform and complete the Work in full compliance with,
and as required by or pursuant to, this Contract.
Time
Contractor represents and warrants that it is ready, willing, able and prepared to begin the
Work on the Commencement Date and that the Contract Time is sufficient time to permit
completion of the Work in full compliance with, and as required by or pursuant to, this Contract
for the Contract Price, all with due regard to all natural and man-made conditions that may affect
the Work or the Work Site and all difficulties, hindrances, and delays that may be incident to the
Work.
1.9 Safetv at the Work Site
Contractor is solely and completely responsible for providing and maintaining safe
conditions at the Work Site, including the safety of all persons and property during performance
of the Work. This requirement applies continuously and is not limited to normal working hours.
Contractor must take all safety precautions as necessary to comply with all applicable laws and to
prevent injury to persons and damage to property.
1.8
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Contractor must conduct all of its operations without intemrption or interference with
vehicular and pedestrian traffic on public and private rights-of-way, unless it has obtained permits
therefor from the proper authorities. If any public or private right-of-way are rendered unsafe by
Contractor's operations, Contractor must make such repairs or provide such temporary ways or
guards as are acceptable to the proper authorities.
1.10 Cleanliness of the Work Site and Environs
Contractor must keep the Work Site and adjacent areas clean at all times during
performance of the Work and must, upon completion of the Work, leave the Work Site and
adjacent areas in a clean and orderly condition.
1.11 Damaee to the Work. the Work Site. and Other Propertv
The Work and everything pertaining thereto is provided, performed, completed, and
maintained at the sole risk and cost of Contractor from the Commencement Date until Final
Payment. Contractor is fully responsible for the protection of all public and private property and
all persons. Without limiting the foregoing, Contractor must, at its own cost and expense, provide
all permanent and temporary shoring, anchoring and bracing required by the nature of the Work
in order to make all parts absolutely stable and rigid, even when such shoring, anchoring and
bracing is not explicitly specified, and support and protect all buildings, bridges, roadways,
conduits, wires, water pipes, gas pipes, sewers, pavements, curbs, sidewalks, fixfures and
landscaping of all kinds and all other public or private property that may be encountered or
endangered in providing, performing and completing the Work. Contractor will have no claim
against Owner because of any damage or loss to the Work or to Contractor's equipment, materials,
or supplies from any cause whatsoever, including damage or loss due to simultaneous work by
others. Contractor must, promptly and without charge to Owner, repair or replace, to the
satisfaction of Owner, any damage done to, and any loss suffered by, the Work and any damage
done to, and any loss suffered by, the Work Site or other property as a result of the Work.
Notwithstanding any other provision of this Contract, Contractor's obligations under this Section
exist without regard to, and may not be construed to be waived by, the availability or unavailability
of any insurance, either of Owner or Contractor, to indemnify, hold harmless, or reimburse
Contractor for the cost of any repair or replacanent work required by this Section.
l.l2 Subcontractors and Suppliers
A. Approval and Use of Subcontractors and Suppliers. Contractor must perform the
Work with its own personnel and under the management, supervision, and control of its own
organization unless otherwise approved by Owner in writing. All subcontractors, suppliers, and
subcontracts used by Contractor must be acceptable to, and approved in advance by, Owner.
Owner's approval of any subcontractor, supplier, and subcontract does not relieve Contractor of
full responsibility and liability for the provision, performance, and completion of the Work in full
compliance with, and as required by or pursuant to, this Contract. All Work performed under any
subcontract is subject to all of the provisions of this Contract in the same manner as if performed
by employees of Contractor. Every reference in this Contract to "Contractor" is deemed also to
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refer to all subcontractors and suppliers of Contractor. Every subcontract must include a provision
binding the subcontractor or supplier to all provisions of this Contract.
B. Removal of Subcontractors and Suppliers. If any subcontractor or supplier fails to
perform the part of the Work undertaken by it in a manner satisfactory to Owner, Contractor must
immediately upon notice from Owner terminate such subcontractor or supplier. Contractor will
have no claim for damages, for compensation in excess of the Contract Price, or for a delay or
extension of the Contract Time as a result of any such termination.
1.13 Simultaneous Work Bv Others
Owner has the right to perform or have performed such other work as Owner may desire
in, about, or near the Work Site during the performance of the Work by Contractor. Contractor
must make everyreasonable effort to perform the Work in such manner as to enable both the Work
and such other work to be completed without hindrance or interference from each other.
Contractor must afford Owner and other contractors reasonable opportunity for the execution of
such other work and must properly coordinate the Work with such other work.
l.l4 Occupancv Prior to Final Pavment
Owner will have the right, at its election, to occupy, use, or place in service any part of the
Work prior to Final Payment. Such occupancy, use, or placernent in service must be conducted in
such manner as not to damage any of the Work or to unreasonably interfere with the progress of
the Work. No such occupancy, use, or placanent in service may be construed as an acceptance of
any of the Work or a release or satisfaction of Contractor's duty to insure and protect the Work,
nor may it, unless conducted in an unreasonable manner, be considered as an interference with
Contractor's provision, performance, or completion of the Work.
1.15 Owner's Right to Terminate or Suspend Work for Convenience
A. Termination or Suspension for Convenience. Owner has the right, for its
convenience, to terminate or suspend the Work in whole or in part at any time by written notice to
Contractor. Every such notice must state the extent and effective date of such termination or
suspension. On such effective date, Contractor must, as and to the extent directed, stop Work
under this Contract, cease all placement of further orders or subcontracts, terminate or suspend
Work under existing orders and subcontracts, cancel any outstanding orders or subcontracts that
may be cancelled, and take any action necessary to protect any property in its possession in which
Owner has or may acquire any interest and to dispose of such property in such manner as may be
directed by Owner.
B. Payment for Completed Work. [n the event of any termination pursuant to
Subsection I . I 5A above, Owner must pay Contractor ( I ) such direct costs, excluding overhead, as
Contractor has paid or incurred for all Work done in compliance with, and as required by or
pursuant to, this Contract up to the effective date of termination together with ten percent of such
costs for overhead and profit; and (2) such other costs pertaining to the Work, exclusive of
overhead and profit, as Contractor may have reasonably and necessarily incurred as the result of
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such termination. Any such payrnent may be offset by any prior payment or payments and is
subject to Owner's rights to withhold and deduct as provided in this Contract.
ARTICLE II: CHANGES AND DELAYS
2.1 Chanses
Owner has the right, by written order executed by Owner, to make changes in the Contract,
the Work, the Work Site, and the Contract Time ("Change Order"). If any Change Order causes
an increase or decrease in the amount of the Work, an equitable adjustment in the Contract Price
or Contract Time may be made. All claims by Contractor for an equitable adjustment in either the
Contract Price or the Contract Time must be made within two business days following receipt of
such Change Order, and may, if not made prior to such time, be conclusively deemed to have been
waived. No decrease in the amount of the Work caused by any Change Order will entitle
Contractor to make any claim for damages, anticipated profits, or other compensation.
2.2 Delavs
A. Extensions for Unavoidable Delays. For any delay that may result from causes that
could not be avoided or controlled by Contractor, Contractor must, upon timely written
application, be entitled to issuance of a Change Order providing for an extension of the Contract
Time for a period of time equal to the delay resulting from such unavoidable cause. No extension
of the Contract Time will be allowed for any other delay in completion of the Work.
B. No Compensation for Delays. No payment, compensation, damages, or adjustment
of any kind, other than the extension of the Contract Time provided in Subsection 2.2A above,
may be made to, or claimed by, Contractor because of hindrances or delays from any cause in the
coflrmencement, prosecution, or completion of the Work, whether caused by Owner or any other
party and whether avoidable or unavoidable.
ARTICLE III: CONTRACTOR,S RESPONSIBILITY FOR
DEFECTIVE WORK
3.1 Inspection: Testing: Correction of Defects
A. Inspection. Until Final Payment, all parts ofthe Work are subject to inspection and
testing by Owner or its designated representatives. Contractor must fumish, at its own expense,
all reasonable access, assistance, and facilities required by Owner for such inspection and testing.
B. Re-Inspection. Re-inspection and re-testing of any Work may be ordered by Owner
at any time, and, if so ordered, any covered or closed Work must be uncovered or opened by
Contractor. If the Work is found to be in full compliance with this Contract, then Owner must pay
the cost of uncovering, opening, re-inspecting, or re-testing, as the case may be. If such Work is
not in full compliance with this Contract, then Contractor must pay such cost.
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C. Correction. Until Final Payment, Contractor must, promptly and without charge,
repair, correct, or replace all or any part of the Work that is defective, damaged, flawed, or
unsuitable or that in any way fails to conform strictly to the requirements of this Contract.
3.2 Warrantv of Work
A. Scope of Warranty. Contractor warrants that the Work and all of its components
will be free from defects and flaws in design, workmanship, and materials; must strictly conform
to the requirements of this Contract; and will be fit, sufficient, and suitable for the purposes
expressed in, or reasonably inferred from, this Contract. The warranty herein expressed is in
addition to any other warranties expressed in this Contract, or expressed or implied by law, which
are hereby reserved unto Owner.
B. Repairs: Extension of Warranty. Contractor, promptly and without charge, must
correct any failure to fulfill the above warranty that may be discovered or develop at any time
within one year after Final Payment or such longer period as may be prescribed in Attachment B
or Attachment D to this Contract or by law. The above warranty may be extended automatically
to cover all repaired and replacement parts and labor provided or performed under such warranty
and Contractor's obligation to correct Work may be extended for a period of one year from the
date of such repair or replacement. The time period established in this Subsection 3.2B relates
only to the specific obligation of Contractor to correct Work and may not be construed to establish
a period of limitation with respect to other obligations that Contractor has under this Contract.
C. Subcontractor and Supplier Warranties. Whenever Attachment B or Attachment D
requires a subcontractor or supplier to provide a guaranty or warranty, Contractor is solely
responsible for obtaining said guaranty or warranty in form satisfactory to Owner and assigning
said warranty or guaranty to Owner. Acceptance of any assigned warranties or guaranties by
Owner is a precondition to Final Payment and does not relieve Contractor of any of its guaranty
or warranty obligations under this Contract.
3.3 Owner's Right to Correct
If, within two business days after Owner gives Contractor notice of any defect, damage,
flaw, unsuitability, nonconformity, or failure to meet warranty subject to correction by Contractor
pursuant to Section 3.1 or Section 3.2 of this Contract, Contractor neglects to make, or undertake
with due diligence to make, the necessary corrections, then Owner is entitled to make, either with
its own forces or with contract forces, the corrections and to recover from Contractor all resulting
costs, expenses, losses, or damages, including attomeys' fees and administrative expenses.
ARTICLE IV: FINANCIAL ASSURANCES
4.1 Bonds
Contemporaneous with Contractor's execution of this Contract, Contractor must provide a
Performance Bond and a Labor and Material Payment Bond, on forms provided by, or otherwise
acceptable to, Owner, from a surety company licensed to do business in the State of tllinois with
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a general rating of A and a financial size category of Class X or better in Best's Insurance Guide,
each in the penal sum of the Contract Price ("Bonds"). Contractor, at all times while providing,
performing, or completing the Work, including, without limitation, at all times while correcting
any failure to meet warranty pursuant to Section 3.2 of this Contract, must maintain and keep in
force, at Contractor's expense, the Bonds required hereunder.
4.2 Insurance
Contractor hereby agrees and will, at its expense, cflry insurance pursuant to the terms,
conditions, and coverages set forth in Attachment A.
4.3 Indemnification
Contractor hereby agrees to and will indemnify and save harmless Owner and all of it
elected officials, officers, ernployees, attomeys, agents, and representatives against any and all
lawsuits, claims, danands, damages, liabilities,losses, and expenses, including attorneys'fees and
administrative expenses, that may arise, or be alleged to have arisen, out of or in connection with
Contractor's performance of or failure to perform, the Work or any part thereof, whether or not
due or claimed to be due in whole or in part to the active, passive, or concurrent negligence or fault
of Contractor, except to the extent caused solely by the negligence of owner.
ARTICLE V: PAYMENT
5.1 Contract Price
Owner must pay to Contractor, in accordance with and subject to the terms and conditions
set forth in this Article V and Attachment A, and Contractor must accept in full satisfaction for
providing, performing, and completing the Work, the amount or amounts set forth in Attachment A
(the "Contract Price"), subject to any additions, deductions, or withholdings provided for in this
Contract.
5.2 Taxes and Benefits
Owner is exempt from and will not be responsible to pay, or reimburse Contractor for, any
state or local sales, use, or excise taxes. The Contract Price includes all other applicable federai,
state, and local taxes of every kind and nature applicable to the Work as well as all taxes,
contributions, and premiums for unemployment insurance, old age or retirement benefits,
pensions, annuities, or other similar benefits. All claim or right to claim additional compensation
by reason of the payment of any such tax, contribution, or premium is hereby waived and released
by Contractor.
5.3 Progress Pavments
A. Payment in Installments. The Contract Price must be paid in monthly installments
in the manner set forth in Attachment A ("Progress payments,,).
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B. Pay Requests. The Village of Oak Brook authorizes the payment of invoices on
the second and fourth Tuesday of the month. For consideration on one of these dates, payment
request must be received no later than fourteen (14) days prior to the second or fourth Tuesday of
the month. Each Pay Request must include (a) Contractor's certification ofthe value of, and partial
or final waivers of lien covering, all Work for which payment is then requested and
(b) Contractor's certification that all prior Progress Payments have been properly applied to the
payment or reimbursement of the costs with respect to which they were paid.
C. Work Entire. This Contract and the Work are entire and the Work as a whole is of
the essence of this Contract. Notwithstanding any other provision of this Contract, each and every
part of this Contract and of the Work are interdependent and common to one another and to
Owner's obligation to pay all or any part of the Contract Price or any other consideration for the
Work. Any and all Progress Payments made pursuant to this Article are provided merely for the
convenience of Contractor and for no other purpose.
5.4 Final Acceptance and Final Pavment
A. Notice of Completion. When the Work has been completed and is ready in all
respects for acceptance by Owner, Contractor must notifu Owner and request a final inspection
("Notice of Completion"). Contractor's Notice of Completion must be given sufficiently in
advance of the Completion Date to allow for scheduling of the final inspection and for completion
or correction before the Completion Date of any items identified by such inspection as being
defective, damaged, flawed, unsuitable, nonconforming, incomplete, or otherwise not in full
compliance with, or as required by or pursuant to, this Contract ("Punch List Worll').
B. Punch List and Final Acceptance. The Work may be finally accepted when, and
only when, the whole and all parts thereof have been completed to the satisfaction of Owner in full
compliance with, and as required by or pursuant to, this Contract. Upon receipt of Contractor's
Notice of Completion, Owner must make a review of the Work and notify Contractor in writing
of all Punch List Work, if any, to be completed or corrected. Following Contractor's completion
or correction of all Punch List Work, Owner must make another review of the Work and prepare
and deliver to Contractor either a written notice of additional Punch List Work to be completed or
corrected or a written notice of final acceptance of the Work ("Final Acceptance").
C. Final Payment. As soon as practicable after Final Acceptance, Contractor must
submit to Owner a properly completed final Pay Request in the form provided by Owner ("Final
Pay Requesr"). Owner must pay to Contractor the balance of the Contract Price, after deducting
therefrom all charges against Contractor as provided for in this Contract ("Final Payment"). Final
Payment must be made not later than 60 days after Owner approves the Final Pay Request. The
acceptance by Contractor of Final Payment will operate as a full and complete release of Owner
of and from any and all lawsuits, claims, dernands, damages, liabilities, losses, and expenses of,
by, or to Contractor for anything done, fumished for, arising out of, relating to, or in connection
with the Work or for or on account of any act or neglect of Owner arising out of, relating to, or in
connection with the Work.
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CONTRACT
5.5 Liens
A. Title. Nothing in this Contract may be construed as vesting in Contractor any right
of property in any equipment, materials, supplies, and other iterns provided under this Contract
after they have been installed in, incorporated into, attached to, or affixed to, the Work or the Work
Site. All such equipment, materials, supplies, and other items will, upon being so installed,
incorporated, attached or affixed, become the property of Owner, but such title will not release
Contractor from its duty to insure and protect the Work in accordance with the requirements of
this Contract.
B. Waivers of Lien. Contractor must, from time to time at Owner's request and in any
event prior to Final Payment, furnish to Owner such receipts, releases, affidavits, certificates, and
other evidence as may be necessary to establish, to the reasonable satisfaction of Owner, that no
lien against the Work or the public funds held by Owner exists in favor of any person whatsoever
for or by reason of any equipment, material, supplies, or other item furnished, labor performed, or
other thing done in connection with the Work or this Contract ("Lien") and that no right to file any
Lien exists in favor of any person whatsoever.
C. Removal of Liens. If at any time any notice of any Lien is filed, then Contractor
must, promptly and without charge, discharge, remove, or otherwise dispose of such Lien. Until
such discharge, removal, or disposition, Owner will have the right to retain from any money
payable hereunder an amount that Owner, in its sole judgment, deems necessary to satisfu such
Lien and to pay the costs and expenses, including attorneys' fees and administrative expenses, of
any actions brought in connection therewith or by reason thereof.
D. Protection of Owner Only. This Section does not operate to relieve Contractor's
surety or sureties from any of their obligations under the Bonds, nor may it be deemed to vest any
right, interest, or entitlement in any subcontractor or supplier. Owner's retention of funds pursuant
to this Section is deemed solely for the protection of its own interests pending removal of such
Liens by Contractor, and Owner will have no obligation to apply such funds to such removal but
may, nevertheless, do so where owner's interests would thereby be served.
5.6 Deductions
A. Owner's Rieht to Withhold. Notwithstanding any other provision of this Contract
and without prejudice to any of Owner's other rights or remedies, Owner will have the right at any
time or times, whether before or after approval of any Pay Request, to deduct and withhold from
any Progress or Final Payment that may be or become due under this Contract such amount as may
reasonably appear necessary to compensate Owner for any acfual or prospective loss due to:
(1) Work that is defective, damaged, flawed, unsuitable, nonconforming, or incomplete;
(2) damage for which Contractor is liable under this Contract; (3) state or local sales, use, or excise
taxes from which Owner is exempt; (4) Liens or claims of Lien regardless of merit; (5) claims of
subcontractors, suppliers, or other persons regardless of merit; (6) delay in the progress or
completion of the Work; (7) inability of Contractor to complete the Work; (8) failure of Contractor
to properly complete or document any Pay Request; (9) any other failure of Contractor to perform
any of its obligations under this Contract; or (10) the cost to Owner, including attorneys' iees and
CONTRACT
administrative costs, of correcting any of the aforesaid matters or exercisin g any one or more of
Owner's remedies set forth in Section 6.3 of this Contract.
B. Use of Withheld Funds. Owner is entitled to retain any and all amounts withheld
pursuant to Subsection 5.6,{ above until Contractor has either performed the obligations in
question or furnished security for such performance satisfactory to Owner. Owner is entitled to
apply any money withheld or any other money due Contractor under this Contract to reimburse
itself for any and all costs, expenses, losses, damages, liabilities, suits, judgments, awards,
attorneys' fees and administrative expenses incurred, suffered, or sustained by Owner and
chargeable to Contractor under this Contract.
ARTICLE VI: DISPUTES AND REMEDIES
6.1 Dispute Resolution Procedure
A. Notice of Disputes and Objections. If Contractor disputes or objects to any
requirement, direction, instruction, interpretation, determination, or decision of Ownei, Contractoi
may notiff Owner in writing of its dispute or objection and of the amount of any equitable
adjustment to the Contract Price or Contract Time to which Contractor claims it will be entitled as
a result thereof; provided, however, that Contractor must, nevertheless, proceed without delay to
perform the Work as required, directed, instructed, interpreted, determined, or decided by Owner,
without regard to such dispute or objection. Unless Contractor so notifies Owner within two
business days after receipt of such requirement, direction, instruction, interpretation,
determination, or decision, Contractor is conclusively deemed to have waived all such disputes oi
objections and all claims based thereon.
B. Neeotiation of Disputes and Objections. To avoid and settle without litigation any
such dispute or objection, Owner and Contractor agree to engage in good faith negotiations.
Within three business days after Owner's receipt of Contractor's written notice of dispute or
objection, a conference between Owner and Contractor will be held to resolve the dispute. Within
three business days after the end of the conference, Owner must render its final decision, in writing,
to Contractor. If Contractor objects to the final decision of Owner, then it must, within three
business days, give Owner notice thereof and, in such notice, must state its final demand for
settlement of the dispute. Unless Contractor so notifies Owner, Contractor will be conclusively
deemed (l) to have agreed to and accepted Owner's final decision and (2) to have waived all
claims based on such final decision.
6.2 Contractor,s Remedies
If Owner fails or refuses to satistz a final demand made by Contractor pursuant to
Section 6.1 of this Contract, or to otherwise resolve the dispute which is the subject of such dernand
to the satisfaction of Contractor, within 10 days after receipt of such dernand, ihen Contractor will
be entitled to pursue such remedies, not inconsistent with the provisions of this Contract, as it may
have in law or equity.
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6.3 Owner's Remedies
If it should appear at any time prior to Final Payment that Contractor has failed or refused
to prosecute, or has delayed in the prosecution of, the Work with diligence at a rate that assures
completion of the Work in full compliance with the requirements of this Contract on or before the
Completion Date, or has attempted to assign this Contract or Contractor's rights under this
Contract, either in whole or in part, or has falsely made any representation or warranty in this
Contract, or has otherwise failed, refused, or delayed to perform or satisfy any other requirement
of this Contract or has failed to pay its debts as they come dve ("Event of Default"), andhas failed
to cure any such Event of Default within five business days after Contractor's receipt of written
notice of such Event of Default, then Owner will have the right, at its election and without
prejudice to any other remedies provided by law or equity, to pursue any one or more of the
following remedies:
l. Owner may require Contractor, within such reasonable time as may be fixed by
Owner, to complete or correct all or any part of the Work that is defective, damaged,
flawed, unsuitable, nonconforming, or incomplete; to remove from the Work Site
any such Work; to accelerate all or any part of the Work; and to take any or all other
action necessary to bring Contractor and the Work into strict compliance with this
Contract.
Owner may perform or have performed all Work necessary for the accomplishment
of the results stated in Paragraph I above and withhold or recover from Contractor
all the cost and expense, including attorneys' fees and administrative costs, incurred
by Owner in connection therewith.
owner may accept the defective, damaged, flawed, unsuitable, nonconforming,
incomplete, or dilatory Work or part thereof and make an equitable reduction in the
Contract Price.
Owner may terminate this Contract without liability for further payment of amounts
due or to become due under this Contract.
Owner may, without terminating this Contract, terminate Contractor's rights under
this Contract and, for the purpose of completing or correcting the work, evict
Contractor and take possession of all equipment, materials, supplies, tools,
appliances, plans, specifications, schedules, manuals, drawings, and other papers
relating to the Work, whether at the Work Site or elsewhere, and either complete or
correct the Work with its own forces or contracted forces, all at Contractor's
expense.
Upon any termination of this Contract or of Contractor's rights under this Contract,
and at Owner's option exercised in writing, any or all subcontracts and supplier
contracts of Contractor will be deemed to be assigned to Owner without any further
action being required, but owner may not thereby assume any obligation for
3.
4.
5.
6.
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CONTRACT
payments due under such subcontracts and supplier contracts for any Work
provided or performed prior to such assignment.
7 . Owner may withhold from any Progress Payment or Final Payment, whether or not
previously approved, or may recover from Contractor, any and all costs, including
attorneys' fees and administrative expenses, incurred by Owner as the result of any
Event of Default or as a result of actions taken by Owner in response to any Event
of Default.
8. Owner may recover any damages suffered by Owner.
6.4 Owner's Additional Remedv for Delav
If the Work is not completed by Contractor, in full compliance with, and as required by or
pursuant to, this Contract, within the Contract Time as such time may be extended by Change
Order, then Owner may invoke its rernedies under Section 6.3 of this Contract or may, in the
exercise of its sole and absolute discretion, permit Contractor to complete the Work but charge to
Contractor, and deduct from any Progress or Final Payments, whether or not previously approved,
administrative expenses and costs for each day completion of the Work is delayed beyond the
Completion Date, computed on the basis of the "Per Diem Administrative Charge" r"i forth i,
Attachment A, as well as any additional damages caused by such delay.
6.5 Terminations and Suspensions Deemed for Convenience
Any termination or suspension of Contractor's rights under this Contract for an alleged
default that is ultimately held unjustified will automatically be deerned to be a termination or
suspension for the convenience of Owner under Section I .15 of this Contract.
ARTICLE VII: LEGAL RELATIONSHIPS
AND REQUIREMENTS
7.1 Bindine Effect
This Contract is binding on Owner and Contractor and on their respective heirs, executors,
administrators, personal representatives, and permitted successors and assigns. Every reference in
this Contract to a party is deemed to be a reference to the authorized officirs, employees, agents,
and representatives of such party.
7.2 Relationship of the Parties
Contractor will act as an independent contractor in providing and performing the Work.
Nothing in, nor done pursuant to, this Contract may be construed (lfto create the relitionship of
principal and agent, partners, or joint venturers between Owner and Contractor or (2) except as
provided in Paragraph 6.3(6) above, to create any relationship between Owner and any
subcontractor or supplier of Contractor.
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CONTRACT
7.3 NoCollusion/Prohibitedlnterests
Contractor hereby represents that the only persons, firms, or corporations interested in this
Contract as principals are those disclosed to Owner prior to the execution of this Contract, and that
this Contract is made without collusion with any other person, firm, or corporation. If at any time
it is found that Contractor has, in procuring this Contract, colluded with any other person, firm, or
corporation, then Contractor will be liable to Owner for all loss or damage that Owner may suffer
thereby, and this Contract will, at Owner's option, be null and void.
Contractor hereby represents and warants that neither Contractor nor any person affiliated
with Contractor or that has an economic interest in Contractor or that has or will have an interest
in the Work or will participate, in any manner whatsoever, in the Work is acting, directly or
indirectly, for or on behalf of any person, goup, entity or nation named by the United States
Treasury Department as a Specially Designated National and Blocked Person, or for or on behalf
of any person, goup, entity or nation designated in Presidential Executive Order 13224 as a person
who commits, threatens to commit, or supports terrorism, and neither Contractor nor any person
affiliated with Contractor or that has an economic interest in Contractor or that has or will have an
interest in the Work or will participate, in any manner whatsoever, in the Work is, directly or
indirectly, engaged in, or facilitating, the Work on behalf of any such person, group, entity or
nation.
7.4 Assisnment
Contractor may not (1) assign this Contract in whole or in part, (2) assign any of
Contractor's rights or obligations under this Contract, or (3) assign any payment due or to become
due under this Contract without the prior express written approval of Owner, which approval may
be withheld in the sole and unfettered discretion of Owner; provided, however, that Owner's prior
written approval will not be required for assignments of accounts, as defined in the Illinois
Commercial Code, if to do so would violate Section 9-318 of the Illinois Commercial Code, 810
ILCS 5/9-318. Owner may assign this Contract, in whole or in part, or any or all of its rights or
obligations under this Contract, without the consent of Contractor.
7.5 Confidentiallnformation
All information supplied by Owner to Contractor for or in connection with this Contract or
the Work must be held confidential by Contractor and may not, without the prior express written
consent of Owner, be used for any purpose other than performance of the Work.
7.6 No Waiver
No examination, inspection, investigation, test, measurement, review, determination,
decision, certificate, or approval by Owner, nor any order by Owner for the payment of money,
nor any payment for, or use, occupancy, possession, or acceptance of, the whole or any part of the
Work by Owner, nor any extension of time granted by Owner, nor any delay by Owner in
exercising any right under this Contract, nor any other act or omission of Owner may constifute or
be deemed to be an acceptance of any defective, damaged, flawed, unsuitable, nonconforming or
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CONTRACT
incomplete Work, equipment, materials, or supplies, nor operate to waive or otherwise diminish
the effect of any warranty or representation made by Contractor; or of any requirement or provision
of this Contract; or of any remedy, power, or right of Owner.
7.7 No Third Partv Beneficiaries
No claim as a third party beneficiary under this Contract by any person, firm, or corporation
other than Contractor may be made or be valid against Owner.
7.8 Notices
All notices required or permitted to be given under this Contract must be in writing and are
deerned received by the addressee thereof when delivered in person on a business day at the address
set forth below or on the third business day after being deposited in any main or branch United
States post office, for delivery at the address set forth below by properly addressed, postage
prepaid, certified or registered mail, return receipt requested.
Notices and communications to Owner must be addressed to, and delivered at, the
following address:
Village of Oak Brook
1200 Oak Brook Road
Oak Brook, Illinois 60523
Attention: Doug Patchin, Public Works Director
Notices and communications to Contractor must be addressed to, and delivered at, the
following address:
Complete Construction Resources
430 Dixie Highway. Suite 105
Chicaeo Heights. Illinois 60411
Attention: Michael Ferry. President
The foregoing may not be deerned to preclude the use of other non-oral means of
notification or to invalidate any notice properly glven by any such other non-oral means.
By notice complying with the requirements of this Section, Owner and Contractor each
have the right to change the address or addressee or both for all fufure notices to it, but no notice
of a change of address is effective until actually received.
7.9 Governins Laws
This Contract and the rights of Owner and Contractor under this Contract will be
interpreted according to the internal laws, but not the conflict of laws rules, of the State of Illinois;
venue for any action related to this Contract will be in the Circuit Court of DuPage County, Illinois.
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CONTRACT
7.10 Changes in Laws
Unless otherwise explicitly provided in this Contract, any reference to laws includes such
laws as they may be amended or modified from time to time.
7.ll Compliance with Laws
A. Compliance Required. Contractor must give all notices, pay all fees, and take all
other action that may be necessary to ensure that the Work is provided, performed, and completedin accordance with all required governmental permits, licenses or other approvals and
authorizations that may be required in connection with providing, performing, and completing the
Work, and with all applicable statutes, ordinances, rules, and regulations, including without
limitation the Illinois Prevailing Wage Act, 820 ILCS 130/0.01 et seq. (see Subsection C of this
Section) (a copy of the prevailing rate of wages ascertained by the Illinois Department of Labor,
in effect as of the date of this Contract, has been attached as an Appendix to this Contract; if the
Illinois Department of Labor revises the prevailing rate of hourly wages to be paid, the revised rate
applies to this Contract); any other applicable prevailing wage laws; the Fair Labor Standards Act;
any statutes regarding qualification to do business; any statutes requiring preference to laborers of
specified classes; the Illinois Steel Products Procurement Act, 30 ILCS 56511et seq.; any statutes
prohibiting discrimination because of, or requiring affirmative action based on, race, creed, color,
national origin, age, sex, or other prohibited classification, including, without limitation, the
Americans with Disabilities Act of 1990,42 U.S.C. gg 12101 et seq., the Illinois Human Rights
Act,775 ILCS 5/1-101 et seq., and the Public Works Discrimination Act, 775 ILCS 10/0.01 et
seq.; and any statutes regarding safety or the performance of the Work, including the Illinois
Underground Utility Facilities Damage Prevention Act, 220 ILCS 50/1 et seq., and the
Occupational Safety and Health Act of 1970,29 U.S.C. gg 651 et seq.
B. Liabilitlr for Fines. Penalties. Contractor is solely liable for any fines or civil
penalties that are imposed by any govemmental or quasi-governmental agency or body that may
arise, or be alleged to have arisen, out of or in connection with Contractor's, or its subcontractors,
or suppliers', performance of, or failure to perform, the Work or any part thereof.
C. Prevailing Waee Act. Contractor and each subcontractor, in order to comply with
the Prevailing Wage Act, 820 ILCS 130/0.01 et seq. (the "Acf'), must submit to the Viliage a
certified payroll on a monthlybasis, in accordance with Section 5 of the Act. The certified puy.ott
must consist of a complete copy of those records required to be made and kept by the eci.
-the
certified payroll must be accompanied by a statement signed by the contractor or subcontractor
that certifies that (l) such records are true and accurate, (2) the hourly rate paid is not less than the
general prevailing rate of hourly wages required by the Act, and (3) the coniractor or subcontractor
is aware that filing a certified payroll that he or she knows to be false is a Class B misdemeanor.
Contractor may rely on the certification of a subcontractor, provided that Contractor does not
knowingly rely on a subcontractor's false certification. On two business days' notice, Contractor
and each subcontractor must make available for inspection the records required to be made and
kept by the Act (i) to the Village and its officers and agents and to the Director of the Illinois
Department of Labor and his or her deputies and agents and (ii) at all reasonable hours at a location
within the State.
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CONTRACT
D. Required Provisions Deerned Inserted. Every provision of law required by law to
be inserted into this Contract is deemed to be inserted herein.
7.12 Compliance with Patents
A. Assumption of Costs. Royalties. and Fees. Contractor will pay or cause to be paid
all costs, royalties, and fees arising from the use on, or the incorporation into, the Work, ofpatented
equipment, materials, supplies, tools, appliances, devices, processes, or inventions.
B. Effect of Contractor Beine Enjoined. Should Contractor be enjoined from
fumishing or using any equipment, materials, supplies, tools, appliances, devices, processes, or
inventions supplied or required to be supplied or used under this Contract, Contractor must
promptly offer substitute equipment, materials, supplies, tools, appliances, devices, processes, or
inventions in lieu thereof of equal efficiency, quality, suitability, and market value, for review by
Owner. If Owner should disapprove the offered substitutes and should elect, in lieu of a
substitution, to have supplied, and to retain and use, any such equipment, materials, supplies, tools,
appliances, devices, processes, or inventions as may by this Contract be required to bL supplied,
Contractor must pay such royalties and secure such valid licenses as may be requisiie and
necessary for Owner to use such equipment, materials, supplies, tools, appliances, devices,
processes, or inventions without being disturbed or in any way interfered with by any proceeding
in law or equity on account thereof. Should Contractor neglect or refuse to make *y upprol
"dsubstitution promptly, or to pay such royalties and secure such licenses as may be necessary, then
Owner will have the right to make such substitution, or Owner may pay such royalties and secure
such licenses and charge the cost thereof against any money due Contractor from Owner or recover
the amount thereof from Contractor and its surety or sureties notwithstanding that Final payment
may have been made.
7.13 Time
The Contract Time is of the essence of this Contract. Except where otherwise stated,
references in this contract to days is construed to refer to calendar dayi.
7.14 Severabilitv
The provisions of this Contract will be interpreted when possible to sustain their legality
and enforceability as a whole. In the event any provision of this Contract is held invalid, iffegai
or unenforceable by a court of competent jurisdiction, in whole or in part, neither the validitf oi
the rernaining part of such provision, nor the validity of any other provisions of this Contract will
be in any way affected thereby.
7.15 Entire Agreement
This Contract sets forth the entire agreement of Owner and Contractor with respect to the
accomplishment of the Work and the payment of the Contract Price therefor, and there aie no other
-l 8-
CONTRACT
understandings or agreellnents,oral or written,between Owner and Contractor with respecttO the
Work and the compensation therefor.
7.16 Alllendlllents
No modiflcation,addition,deletion,revlsion,alteration or other change to this Contract is
effective unless and until such change is reduced to writing and executed and delivered by(Dwner
and Contractor.
[SIGNATURE PAGE FOLLOWS]
-19¨
CONTRACT
IN WITNESS WHEREOF, Owner and Contractor have caused this Conhact to be executed
by their properly authorized representatives in two original counterparts as of the Effective Date.
\rILLA
By:
Name:
Title:
Attest:
By:
Name:
Title:
COMPLETE
By:
Name:
Title:
Attest:
By:
Name:
Title:
‐20‐
CONTRACTOR'S CERTIFICATION
STATE OF ILLINOIS
COUNTY OF
flrst duly
's executing fficerJ, beingdepOsesand statesthttdl stttelnentshereinmade ttemadegibehalf
ofCI .,that this deponentis autho五 zed to make them,and that the statelnents cOntained
COMP
By:
Name:
Titlα)) SS)herein are lruc and correct. ´ ~~~~~―――^―^^‐――Vム ““ユニユVV
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編鳳u鵠 ∬鍔棚 ,壇 it霞鳳|Act,including,but not linlited tO,Executive Order 13224 effective Septernber 24,2001.
DATED:
-Io - 11 ,2崚
Subscribed and Sworn to before me on t C - t 7 20」
My Commission expires:03
(SEAL)
―。)″2て
VILLAGE OF OAK BR00K
FIRE STAT10N 93 SHOWER R00MS PIPING AND VALVE
REPLACEMENT PROECT
ATTACHMENT A
SUPPLEMENTAL SCHEDULE OF CONTRACT TERMS
fCheck applicable boxes and insert required information.J
1. Proiect:
Fire Station 93 Shower Rooms Piping and Valve Replacement Project. The projects
consists of the replacement of the galvanized piping for the showers at Fire Station 93
as indicated in the drawings and described herein. The existing shower pans and the
repair of the tile walls and floors will also be included as this piping is replaced.
2. Work Site:
Fire Station 93,725 Enterprise Drive, Oak Brook, Illinois 60523.
3. Permits. Licenses. Approvals. and Authorizations:
Contractor must obtain all required govemmental permits, licenses, approvals, and
authorizations.
4. Commencement Date:
Commencement Date shall be mutually agreed upon by Owner and Contractor. Owner
anticipates work to begin October 10, 2018.
5. Completion Date:
Substantial Completion by Decernber 19,2018. The Completion Date will be subject
to equitable adjustment if the Commencement Date is delayed pursuant to Subseciion
2.2A of the Contract.
6. Insurance Coveraqe:
Certificates of lnsurance shall be presented to Owner within fifteen (15) days after the
receipt by the Contractor of the Notice of Award and the unexecuted confact, it being
understood and agreed that the Owner will not approve and execute the Contract until
acceptable insurance certificates are received and approved by owner.
ATTACHMENT A
Each contractor performing any work pursuant to a contract with Owner and each permittee
working under a permit as required pursuant to the provisions of Title I of Chapter 8 of the
Code of Ordinances of the Village of Oak Brook (hereinafter referred to as "[nsured*) shall
be required to carry such insurance as specified herein. Such contactor and pefinittee shall
procure and maintain for the duration of the confact or permit insurance against claims for
injuries to persons or damages to property which may arise from or in connection with the
performance of the work under the contract or permit, either by the contractor, permittee, or
their agents, representatives, employees or subcontractors.
A contractor or permittee shall maintain insurance with limits no less than:
A. General Liability - $2,000,000 combined single limit per occurrence for bodily injury
personal injury and property damage, provided that when the estimated cost of the
work in question does not exceed $25,000, the required limit shall be $1,000,000;
B. Automobile Liability (if applicable) - $1,000,000 combined single limit per accident
for bodily injury and property damage;
C. Worker's Compensation and Employer's Liability - Worker's Compensation limits as
required by the Labor Code of the State of Illinois and Employer's Liability limits of
$ 1,000,000 per accident
Any deductibles or self-insured retention must be declared to and approved by Owner. At
the option of Owner, either the insurer shall reduce or eliminate such deductible or self-
insured retention as respect to Owner, its officers, officials, employees and volunteers; or
the Insured shall procure a bond guaranteeing payment of losses and related investigations,
claim administration and defense expenses to the extent of such deductible or self-insured
retention.
The policies shall contain, or be endorsed to contain, the following provisions:
D. General Liability and Automobile Liability Coverage -
(1) The Owner, its officers, officials, employees and volunteers are to be covered
as additional insureds as respects: liability arising out of activities performed
by or on behalf of the Insured; premises owned, occupied or used by the
lnsured. The coverage shall contain no special limitations on the scope of
protection aftorded to the Owner, its officers, officials, employees, volunteers,
or agents.
(2) The lnsured's insurance coverage shall be primary insurance as respect to the
Owner, its officers, officials, employees, volunteers and agents. Anyinsurance
or self-insurance maintained by the Owner, its officers, officials, employees,
volunteers or agents shall be in excess of the lnsured's insurance and shall not
contribute with it.
-2¨
ATTACHMENT A
(3) Any failure to comply with reporting provisions of the policies shall not affect
coverage provided to the Owner, its officers, ofEcials, employees, volunteers
or agents.
(4) The Insured's insurance shall apply separately to each covered party against
whom claim is made or suit is brought except with respect to the limits of the
insurer's liability.
E. Worker's Compe,nsation and Employer's Liability Coverage
The policy shall waive all rights of subrogation against the Owner, its officers,
officials, employees, volunteers and agents for losses arising from work
performed by the insured for the Owner.
Each insurance policy shall be endorsed to state that coverage shall not be suspended,
voided, canceled by either pafiy, reduced in coverage or in limits except after thirty (30)
days prior written notice by certified mail has been given to Owner. Each insuran." poii"y
shall name the Owner, its ofEcers, officials and employees, volunteers and agants as
Additional lnsureds. Insurance is to be placed with insurers with a Best's rating oino less
than A: VII.
Each Insured shall fumish the Owner with certificates of insurance and with original
endorsernents effecting coverage required by this provision. The certificate and
endorsements for each insurance policy are to be signed by a person authorized by that
insurer to bind coverage on its behalf. The certificates and endorsements are to be on forms
approved by the Owner and shall be subject to approval by the Village Attorney before
work commences. The Owner reserves the right to require complete, certified copies of
all required insurance policies, at any time.
Each insured shall include all subcontractors as insureds under its policies or shall fumish
separate certificates and endorsements for each subcontractor. All coverages for
subconfactors shall be subject to all ofthe requirements stated herein.
trD Builders Risk Insurance. This insurance must be written in completed value
form, must protect contractor and owner against ,,all risks,, of direct physical
loss to buildings, structures, equipment, and materials to be used in p.oriding,
performing, and completing the work, including without limitation fiie
extended coverage, vandalism and malicious mischief, sprinkler leakage, flood,
earth movement and collapse, and must be designed forthe circumstances that
may affect the Work.
This insurance must be written with limits not less than the insurable value of
the Work at completion. The insurable value must include the aggregate value
of Owner-fumished equipment and materials to be constructed ;i installed by
Contractor.
-3…
trE.
G.
XH.
F.
ATTACHMENT A
This insurance must include coverage while equipment or materials are in
warehouses, during installation, during testing, and after the Work is completed,
but prior to Final Payment. This insurance must include coverage while Owner
is occupying all or any part of the Work prior to Final Payment without the need
for the insurance company's consent.
Owner's and Contractor's Protective Liability Insurance. Contractor, at its sole
cost and expense, must purchase this lnsurance in the name of Owner with a
combined single limit for bodily injury and property damage of not less than
$1,000,000.
umbrella Policy. The required coverage may be in the form of an umbrella
policy above $2,000,000 primary coverage. All umbrella policies must provide
excess coverage over underlying insurance on a following-form basis so that,
when any loss covered by the primary policy exceeds the limits under the
primary policy, the excess or umbrella policy becomes effective to cover that
loss.
Deductible.
more than $
Each policy must have a deductible or self-insured retention of not
Owner as Additional Insured. Owner must be named as an Additional Insured
on the following policies:
General Liabilitv
The Additional Insured endorsement must identif,z Owner as follows:
The Village of Oak Brook and its boards, commissions, committees, authorities,
employees, agencies, officers, voluntary associations, and other units operating
under the jurisdiction and within the appointment of its budget.
Other Parties as Additional Insureds. In addition to Owner, the following parties
must be named as additional insured on the following policies:
Additional Insured
Kluber Architects & EneineersX
…4-
Policv or Policies
7.
ATTACⅡMENT A
Contract Price:
SCHEDULE OF PRICES
A. LUMP SUM CONTRACT
Provide and install all materials needed for the Fire Station 93 Shower Rooms
Piping and Valve Replacernent Project. For providing, performing, and
completing Work, the total Contract Price ofi
$55,400.00
In words: Fifty-Five Thousand Four Hundred Dollars
Progress PaYments:
A. General. Owner must pay to Contractor 90 percent of the Value of Work,
determined in the manner set forth below, installed and complete in place up to
the day before the Pay Request, less the aggregate of all previous Progress
Payments. The total amount of Progress Payments made prior to Final
Acceptance by Owner may not exceed 90 percent of the Contract Price.
B. Value of Work. The Value of the Work will be determined as follows:
(l) Lump Sum Items. For all work to be paid on a lump sum basis,
Contractor must, not later than l0 days after execution of the Contract
and before submitting its first Pay Request, submit to Owner a schedule
showing the value of each component part of such Work in form and
with substantiating data acceptable to Owner ("Breakdown Schedule").
The sum of the items listed in the Breakdown Schedule must equal the
amount or amounts set forth in the Schedule of Prices for Lump Sum
Work. An unbalanced Breakdown Schedule providing for overpayment
of Contractor on component parts of the Work to be performed first will
not be accepted. The Breakdown Schedule must be revised and
resubmitted until acceptable to Owner. No payment may be made for
any lump sum itern until Contractor has submitted, and Owner has
approved, an acceptable Breakdown Schedule.
Owner may require that the approved Breakdown Schedule be revised
based on developments occurring during the provision and performance
of the Work. If Contractor fails to submit a revised Breakdown Schedule
that is acceptable to Owner, Owner will have the right either to suspend
Progress and Final Payments for Lump Sum Work or to make such
Payments based on owner's determination of the value of the work
completed.
8.
-5-
9。
10.
ATTACHMENT A
(2) Unit Price ltems. For all Work to be paid on a unit price basis, the value
of such Work will be determined by Owner on the basis of the actual
number of acceptable units of Unit Price lterns installed and complete in
place, multiplied by the applicable Unit Price set forth in the Schedule
of Prices. The actual number of acceptable units installed and complete
in place will be measured on the basis described in Attachment B to the
Contract or, in the absence of such description, on the basis determined
by Owner. The number of units of Unit Price Iterns stated in the
Schedule of Prices are Owner's estimate only and may not be used in
establishing the Progress or Final Payments due Contractor. The
Contract Price will be adjusted to reflect the actual number of acceptable
units of Unit Price Items installed and complete in place upon Final
Acceptance.
C. Application of Payments. All Progress and Final Payments made by Owner to
Contractor will be applied to the payment or reimbursement of the costs with
respect to which they were paid and will not be applied to or used for any pre-
existing or unrelated debt between Contractor and Owner or between Contractor
and any third party.
Per Diem Administrative Charee:
$500 per day.
Standard Specifications:
The Contract also includes Owner's Village Code and Building Codes.
References to any of these codes means the latest editions effective on the date of the
bid opening.
See Attachment D for any special project requirements.
-6-
ATTACⅡⅣIENT B
VILLAGE OF OAK BR00K
FIRE STATION 93 SHOWER R00ⅣIS PIPING AND VALVE
REPLACEPIENT PROJECT
ATTACHⅣIENT B
SPECIFICAT10NS
SECT:ON 00 01 01
PROJECT TITLE PAGE
PROJECT MANUAL
FOR
FIRE STAT!ON 93 SHOWER R00MS P:PiNG AND VALVE REPLACEMENT
VILLAGE OF OAK BR00K
OAK BR00K,ILLINOIS 60523
OWNER
V:LLAGE OF OAK BR00K
1200 0AK BR00K ROAD
OAK BR00K,lLLiNOiS 60523
ARCHITECTIENG:NEER
KLUBER ARCHITECTS+ENGINEERS
10 SiSHUMWAY AVE.
BATAVIA,lLLINOIS 60510
PRO」ECT NO.18‐172‐1197 000101‐1cOpynght 2016 by KLUBER,INC.:A∥R19hts ReseⅣed
SECT10N 00 01 01
PRO」ECT TITLE PAGE
SECT10N 00 01 07
SEALS PAGE
l.01 DESiGN PROFESS10NALSiSEALS
A.ARCHITECT B, MECHANICAL ENGINEER C. ELECttRICAL ENGINEER
END OF DOCUMENT
PRO」ECT NO.18‐172‐1197 000107‐1cOpynght 2016 by KLUBER,INC.:A∥Rights ReseⅣed
SECT10N 00 01 07
SEALS PAGE
SECT:ON 00 01 10
TABLE OF CONTENTS
PROCUREMENT AND CONTRACT:NG REQUiREMENTS
:ntroductory information
00 01 01 Prolecl Tlle Page
00 01 07 Seals Page
00 01 10 Table of Contents
00 01 15 Drawlng index
00 31 13 Prelminary Schedule
SPEC:F:CAT:ONS
Division 01‐・Generai Requirements
01 10 00 Summary
01 30 00 Adminも trauve Requirements(l page atachment)
01 41 00 Regulatory Requirements
01 42 00 References
01 50 00 Temporary FaCinles and Controls
01 60 00 PrOduct Requirements(l page atachmeno
01 70 00 Execution and Cioseout Requirements
017800 C10seout Submillals
01 79 00 Demonstration and Training
Division 02・ ・Existing Conditions
02 41 00 Demo∥uOn
Division 07・ ・Therma:and Moisture Proteclion
07 84 00 Firestopping
079005 」Oint Seaiers
Division 08・ ・ Openings
08 31 00 Access Doo「s and Panels
Div:sion 09・ ・Finlshes
09 05 61 COmmon VVork Resulls for Floo百 ng Prepa「alon
09 21 16 Gypsum Board Assemb∥es
093000 T∥ing
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Copylgh1 2016 by KLUBER,INC:A∥Rights Reserved
PACES
000101‐1‐1000107‐1‐10001 10‐1‐20001 15‐1‐10031 13-1‐1PAGES
011000-1‐2013000‐1‐5014100‐1-2
014200‐1‐5015000‐1‐2016000‐1‐4017000‐1‐6017800‐1‐4017900‐1‐3024100‐1‐2078400‐1‐4079005‐1‐4083100‐1-2
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093000‐1‐6SECT10N 00 01 10
TABLE OF CONTENTS|
09 90 00 Painting and Coating
Division 10 - Specialties
10 28 00 Toilet, Bath, and Laundry Accessories
Division 21 .. Fire Suppression
21 05 00 Common Work Results for Fire Suppression
21 13 00 Fire-Suppression Sprinklers
Division 22 - Plumbing
ldentification for Plumbing Piping and Equipment
Plumbing Piping lnsulation
Plumbing Piping
22 10 06 Plumbing Plping Specialties
22 40 00 Plumbing Fixtures
D市 ision 23・・ Heating,Ventilating,and AirecOnditioning{HVAC)
23 37 00 Air Ou∥ets and lnlets
Division 26・ ・ Electrica:
26 05 00 BasiC Electncal Requirements
26 51 00 Lighting
END OF SECT!ON
PRO」ECT NO.18-172‐1197 000110‐2copynght2016 by KLUBER,lNC.:A∥Rights Reserved
220553
220719
221005
099000¨1¨6102800‐1‐3210500‐1‐2211300‐1‐2220553¨1…2220719…1‐4221005‐1‐6221006¨1‐2224000‐1‐2233700…1‐2260500‐1‐9265100‐1¨9SECT10N 00 01 10
TABLE OF CONTENTS
SECT10N 00 01 15
DRAWING INDEX
GENERAL
G100 COVER SHEET,GENERAL NOTES,SYMBOLS&DRAWING INDEX
ARCHITECTURAL
A310 FL00R PLANS AND REFLECttED CEILING PLANS
END OF DOCUMENT
PRO」ECT NO.18‐172‐1197 000115‐1cOpynght2016 by KLUBER,INC.:A∥R19hts ReseⅣed
SECT!ON 00 01 15
DRAWING INDEX
SECT10N 00 31 13
PREL:MINARY SCHEDULE
l,01 GENERAL
A.The fo∥owing represents the preliminary construclon schedule forthe Work,This schedule is the
curent eslmate ofthe Ownerto be used for purposes of biddlng.A∥bidders sha∥lnclude the
costs of a∥ovettimel double‐shit,or so‐ca∥ed upremium"∥me that may be necessaryto meetthis
m∥estone.
1.02 PRELIMlNARY SCHEDULE
A,Award of Contract Anjcipated October 9,2018
B.Commencement of Construcloni October 10,2018
C.Substanlal Complelion:December 19,2018
END OF SECT10N
PRO」ECT NO.18‐172‐1197 003113‐1cOpynght2016 by KLUBER,INC iA∥Rights ReseⅣed
SECT10N 00 31 13
PRELIMiNARY SCHEDULE
SECT!ON 01 10 00
SuMMARY
PART l GENERAL
l.01 PROJECT
A Prolecl Namel FIRE STAT10N 93 SHOWER R00MS PIPING AND VALVE REPLACEMENT.
B.Owners Namei V∥age of Oak Brook.
C ArchnecllEngineers Name:Kluber Archnects+Engineers.
D The Prolect condsts ofthe re口 aCement of ofthe gJvanレ edロ ロng and vdves forthe showers at
Fire Stallon 93 The exising shower pans and the repair ofthe lle wa∥s and loors w∥l also be
included as thも pipingも replaced
l.02 CONTRACT DESCR:PT10N
A.Contract Type:A single p∥me contracl based on Lump Sum Contracl as descnbed in the V∥lage
of Oak Brook Contractfor Fire Stalon 93 Shower Rooms Piping and Valve Replacement Bid
Package Document
l.03 DESCRIPT:ON OF ALTERATiONS WORK
A.Scope of alteralons workis shown on drawings.
1.04 0WNER OCCUPANCY
A Ownerintends lo Coninue lo occupy adiacent pottions ofthe existing bu∥ding dunng the enlre
constnJction period
B Cooperate mth Ownerlo minimize conlict and to fac∥tate Owners operalons
C Schedule the Workto accommodate Owner occupancy.
1.05 CONTRACTOR USE OF SiTE AND PREMiSES
A Arrange use of sile and premises to allow:
1. Owner occupancy
2 Use of site and premises bythe public.
3. Provide access to and from sne as required by law and by Owner:
l Emergency Bu∥ding Exns Dunng cOnstruclon: Keep a∥exls requred by COde open duttng
construction penOdi proMde temporary exl signs r exl rOutes are tempora∥ly anered
2 Do not obstructroadways,sidewalks,or other public ways NⅥthout permit.
C Existing bu∥ding spaces may not be used for storage
D UI∥ty Outages and Shutdowni
4 Do not disrupt orshut down∥fe safety systems,including but not∥miled to lre sp面 nklers and
ire alarm system,without 7 days nolce to Owner and authonles having iu∥Sdiclion
2 Liml shutdown ofu∥∥ly seⅣicesto 2 hours at a lme,arranged atleast 24 hours in advance
wnh owner
PROJECT N0 18‐172-1197 011000‐1cOpynght 2016 by KLUBER,INC IA∥R ghts ReseⅣed
SECT10N 01 10 00
SUMMARY
3,Prevent accidental disruplon of ul1ly seⅣices to other facⅢjes.
END OF SECT10N
PRO」ECT NO.18‐172‐1197 011000‐2Copy∥ght2016 by KLUBER,INC iA∥Rights ReseⅣed
SECT10N 01 10 00
SUMMARY
SECT!ON 01 30 00
ADMiNiSTRATIVE REQUIREMENTS
PART l GENERAL
l.01 SECT10N:NCLUDES
A.Preconstruclon meeung
B,Sile mob∥zalon meelng.
C.Progress meeungs
D Construction progress schedule.
E Submntals forreview,informauon,and prolect closeout,
F ArchnecvEnginee「provided CAD lles
G,Number of copies of submitals
H Submttal procedures
l.02 RELATED REQUiREMENTS
A.Seclion 01 70 00‐Execulon and Closeout Requirements:Addlional coordination requirements
B secuOn o1 78 00‐Closeout Submitabl ProleCl record documents.
PART 2 PRODUCTS・ NOT USED
PART 3 EXECUT:ON
3.01 PRECONSTRUCTiON MEETING
A ArchilecllEngineer wi∥schedule a meelng aler Notice of Award.
B Atendance Required:
1 0wner.
2 ArchitecVEngineer
3 Contractor
4 Contractors of mぅ 。rtrades as hviled to allend meelng
C Agenda:
l Archnect輛 ∥prepare and provide agenda forthも meelng only
D Archilect w∥l provide minutes and distribule coples to a∥panicipants and those aibcled by
decisions made forthis meeting only.
3.02 PROCRESS MEET!NCS
A Schedule and administer meetings throughout progress ofthe Wo「k at maximum monthly
inlervals.
B Make arrangements for meelngs,prepare agenda wlh copies for panicipants,preside at
meeungs
PRO」ECT N0 48 172‐1197 013000‐1copynghi 2016 by KLUBER,lNCt A∥Rights ReseⅣed
SECT10N 01 30 00
ADMINISTRATIVE REQUIREMENTS
C. Attendance Required:
1. Contractor.
2. Owner.
3. ArchitecUEngineer.
4. Contractois Superintendent.
D, Agenda:
'1. Review minutes of previous meetings.
2. Review of Work progress.
3, Field observations, problems, and decisions.
4. ldentification of problems that impede, or will impede, planned progress.
5. Review of submittals schedule and status of submittals.
6. Maintenance of progress schedule.
7. Conective measures to regain projected schedules.
8. Planned progress during succeeding work period.
9. Coordination of projected progress.
'l0.Mainlenance of quality and work standards.
11.Effect of proposed changes on progress schedule and coordination,
12.Other business relating to Work.
E. Contractor shall record minutes and distribute copies within two days after meeting to participants,
with copies to ArchitecvEngineer, owner, participants, and those affected by decisions made.
3,03 CONSTRUCTION PROGRESSSCHEDULE
A. Within 7 days after date of the Agreement, submii preliminary schedule .
B. lf preliminary schedule requires revision after review, submit revised schedule within 7 days.
C. Submit updated schedule with each Application for Payment.
3.04 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
2. Shop drawings,
3. Samples for selection.
4. Samples for verification.
B. Submit to ArchitecVEngineer for review for the limited purpose of checking for conformance with
information given and the design concept expressed in the contract documents.
C. Samples will be reviewed only for aesthetic, color, or finish selection.
D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article
below and for record documents purposes described in Section 01 78 00 - Closeout Submittals.
3.05 SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for information:
'1. Design data.
PRO」ECT N0 18-172‐1197 013000‐2Copy19ht 2016 by KLUBER,INCI A∥R19hts ReseⅣed
SECT10N 01 30 00
ADMINISTRATIVE REQUlREMENTS
2. Certificates.
3. Test reports.
4. lnspection reports.
5. Manufacturer's instructions.
6. Manufacturer's field reports.
7. Other types indicated.
B. Submit for ArchitecUEnginee/s knowledge as contract administrator or for Owner. No action will
be taken.
3,06 SUBMITTALS FOR PROJECT CLOSEOUT
A. Submit Conection Punch List for Substantial Completion.
B. Submit Final Correction Punch List for Substantial Completion.
c. when the following are specified in individual sections, submit them at project closeout:
1, Project record documents.
2. Operation and maintenance data.
3. Wananties.
4. Bonds.
5. Other types as indicated.
D. Submit for Owner's benefit during and after project completion.
3,07 ARCHITECT'ENGINEER.PROVIDED CAD FILES
A, Afler the execution of the Contract, ArchitecUEngineer will provide, free of charge, upon receipt of
a properly completed and signed request utilizing "Electronic Data Transfer Consent Form" at the
end ofthis Specificalion Section, CAD files depicting graphic information for the project as follows:
1. Architectural Floor Plans: Column grid, walls, floors, stairs, doors, windows, room numbers,
ceiling grid, mechanical diffusers, plumbing fixtures, sprinkler heads (if depicted in Bid
Documents) and lights.
B. Contractor acknowledges and accepts that the Architectural Floor Plans do not contain structural,
mechanical, electrical, plumbing, fire protection and other building systems information depicted in
the Bidding Documents. Examples of information not conlained in these files include, but are not
limited to, title blocks, keynotes, schedules, mechanical ductwork and equipment, electrical device
symbols, circuit numbers and home runs, plumbing equipment, piping runs and riser diagrams,
and architectural/engineering text or details. No other CAD liles, data or information will be
provided.
C. Only requests from Prime Contractors will be honored. Subcontractors must obtain the files from
their respective Prime Contractors.
D. ln submitting a request, Conlractor acknowledges that:
1. Architect/Engineer bears no responsibility for the data or its transmission,
2. Use of the data by the Contractor or his subcontractors in no way relieves the Contractor of his
obligations under the Contract,
3. Contractor is solely liable for any and all claims arising from any and all products generated by
the Contractor or its Subcontractors employing the data,
PRoJECT NO. 18-172-1197 01 30 00 - 3 sEcTloN 01 30 00
copyright 2016 by KLUBER, lNC.: All Rights Rese^,ed ADMINISTRATIVE REQUIREI4ENTS
4. Contractor and its Subcontractors have a limited, non+xclusive license to use the data solely in
connection with the Work of the Project, and that
5. ArchitecUEngineer retains all rights, including copyright, to the data.
3.08 NUMBER OF COPIES OF SUBMITTALS
A. Documents for Review:
1. Small Size Sheets: Not Larger Than 11 x 17 inches. Submit two (2) paper copies, one of
wtrich will be retained by ArchitecUEngineer. Contractor shall make his own copies from the
original returned by the Architect.
a. Contracto/s Option: ln lieu of paper copies indicated above, submit in Adobe PDF
electronic file format via email. Architect will return a reviewed copy in Adobe PDF electronic
file format via email. Create PDFs at native size and right-side up; illegible files will be
rejected.
2. Large Size Sheets: Larger Thal11 x17 inches; 36x48inches maximum. Submittwo (2)
paper copies, one of which will be retained by ArchitecVEngineer. Electronic lile format (PDF or
other) is NOT acceptable. Contractor shall make his own copies from the original retumed by
the Architect.
B. Documents for lnformation: Submitone copy.
C. Samples: Submit the number specified in individual specification sections; one of which will be
retained by ArchitecUEngineer.
1. After review, produce duplicates.
2. Retained samples will not be returned to Contractor unless specifically so stated.
3,09 SUBi'ITTALPROCEDURES
A. Shop Drawing Procedures:
1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the
Contract Documents and coordinating related Work.
2. Generic, non-project specific information submitted as shop drawings do not meet the
requirements for shop drawings.
B. Transmit each submittal with a copy of approved submittal form.
C. Transmit each submittal with AIA Form G810.
D. Sequentially number the transmittal form. Revise submittals with original number and a sequential
alphabetic suffix.
E. ldentify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and
specilication section number, as appropriate on each copy.
F. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of
Products required, field dimensions, adjacent construction Work, and coordination of iniormation is
in accordance with the requirements of the Work and Contract Documents.
G. Deliver submittals to Architect/Engineer at business address.
H. Schedule submittals to expedite the Project, and coordinate submission of related items.
PRO」ECT N0 18‐172‐1197 013000‐4Copylghi 2016 by Kヒ UBER,INC iA∥R ghis Reser′ed
SECT10N 01 30 00
ADMINISTRATIVE REQUIREMENTS
l. For each submittal for review, allow 20 days excluding delivery time to and from the Contractor.
j. Clearly identify variations from the Contract Documents. Regardless of the type of variation,
Contractor is solely responsible for errors in the field that arise from submittal variations from the
requirements of the Contract Documents if those variations were not expressly noted to specifically
identify for and describe to the reviewer the nature of the variation from the Contract Documents.
K. ldentify variations from Contract Documents and Product or system limitations that may be
detrimental to successful performance of the completed Work.
L. Correlate submitted items with specified products; clearly indicate the specified product that
conesponds to each submitted item.
M. When options or optional features available for a Product are indicated in a submittal, and
selections for those options/features are indicated in the Contract Documents, identify on the
submittalthe selection indicated in the Contract Documents,
N. Provide space for Contractor and ArchitecUEngineer review stamps.
O. When revised for resubmission, using clouds, highlights or other means acceptable to the
Architect, identify all changes made since previous submission. Resubmittals that do not clearly
identify allchanges may be delayed and/or returned to the Contractor unreviewed,
P. The Contractor is entitled to one (1) resubmittal of any Shop Drawing, Product Data, or Closeout
Submittal item rejected by the Architect or retumed by the Architect for further action. Thereafter,
the Contractor shall pay the cost of all further Architect's reviews of Shop Drawing, Product Data or
Closeout Submittal, at a rate of $200.00/hour. Cost of such further reviews will be deducted from
the Contract Sum by Change Order.
Q. Distribute reviewed submittals as appropriate. lnstruct parties to promptly report any inability to
comply with requ irements.
R, Submittals not requested will not be recognized or processed.
S. Submittal reviews may be delayed and/or submittals may be returned unreviewed for any of the
following reasons:
1. Submittals submitted outside the scheduled dates of the Submittal Schedule.
2. Submittals are incomplete or are missing information'
3, Submittals are not submitted in accordance with procedures outlined in this Section (i.e. spec
Section number not indicated, missing Contracto/s review stamp, submitted items not
correlated with specified products).
END OF SECTION
PRO」ECT N0 18‐172‐1197 013000‐5cOpynght 2016 by KLUBER,INC iA∥Rights Reserved
SECT10N 01 30 00
ADMINISTRATIVE REQUIREMENTS
Kluber
Architects * Engineers 'vint'lw. kl u be ri n c, com
Project Name:
Project No.:
Owner:
Your Work:
Acknowiedged by:
Company:
Date:
KLUBER, lNC. (hereinafter refened to as "Klube/') an lllinois corpration, is providing electronic data to you solely at your
request and for your convenience. By accepting and opening any of the electronic data files, you agree that Kluber bears no
liability for the data or its transmission to you and that you are solely liable for any and all claims refening or relating to any and
all products you, or your Subcontractors, may generate with the data.
You acknowledge that you have a limited non-exclusive license to use the information solely in connection with your work on the
project captioned above, and that Kluber retains all rights, including copyright, to the data.
ELECTRON:C DATA TRANSFER CONSENT FORM
FIRE STAT10N 93-SHOWER R00MS PIPING AND VALVE REPLACEMENT
1200 0AK BR00K ROAD
OAK BR00K,ILLINOIS 60523
18‐172‐1197
VILLAGE OF OAK BR00K
(Printed Name)(Signature)
Ema∥:Architectural Floor Plans are transmitted for the contractors' use as backgrounds for shop drawings and as-built drawings, and,
as such, contain graphic information for column grid, walls, floors, stairs, doors, windows, room numbers, ceiling grid, lights,
diffusers and sprinkler heads where indicated on Bid Documents. Plans do not contain title blocks, keynotes, schedules,
mechanical ductwork and equipment, electrical device symbols, circuit numbers and home runs, plumbing equipment, piping
runs and riser diagrams, and architectural/engineering text and details. Plans depict entire floors and are not formatted, partial
plans as depicted in the Bidding Documents. Files are provided in R2013 .DWG format.)
Kane Cou1ly Ottco
10 South Shuniway Avenuc
afie Cc,L,rri-v Oifrce
1112 llci Cri:r;ti Avi , Stc. 1it1
Ii4c[. ea-r County 0f fice
1[l3 [ Bcaufrvi Sheel. Box'10
SECT:ON 01 41 00
REGULATORY REQU:REMENTS
PARTl CENERAL
l.01 SECT!ON:NCLUDES
A,Ceneral
B DelnniOns
C.Quaiky Assurance
D Regulatory Requirements
l,02 RELATED SECT:ONS
A Seclon 01 10 00‐Summary
B Section 01 42 00-References
l.03 GENERAL
A Comply面 th a∥applicable laws,rules,regulalons,codes and ordinances
B Ithe Contraclor observes thatthe Contract Documents may be at vanance wnh specined codes,
nolfy the ArchitecVEngineerimmediately ArchnecvEngineer sha∥issue a∥changes in accordance
wlh the General Condnlons
c nsha∥nOt be the Contractors pttmary responsib∥ly to make cenain thatthe Contract Documents
are in accordance wtth a∥applicable laws,rules and regulajons,however,when the Contractor
perOrms wOrk kno面 ng or having reason to know thatthe work in queslon is contrary to applicable
bws,rubs,and re9daJons,and laltt to nol,the ArchnecvEngheer,the Conlradorshdi pay JI
oosts alSing therefrom.
1.04 DEFIN:T10NS
A DennliOns:
l Codesi Codes are statutory requirements,rules or regulalons of gOvernmental entties`
2 Standardsi Standards are requirements that have been estab∥shed as accepted criteria,set
general consent
l.05 QUALITY ASSURANCE
A.The ArchilecVEngineer has designed the proleCt10 applicable code requirements and has coples
of sald codes avaJable forthe Contractors inspec1lon
B The Contractorshal
l Ensure that copies of codes and standards referenced herein o「specined in indivldual
specincatiOns sections are available to Contractors personnet agents,and Sub‐Contractors
2 Ensure that Contractors persOnnet agents,and Sub―Contraclors are fammar wnh the
workmanship and requirements of applicable codes and standards,
PRO」ECT N0 18‐172-1197 014100‐1cOpyngh1 2016 by KLUBER,INC:A∥R ghis Reserved
SECT10N 01 41 00
REGULATORY REQUIREMENTS
1,06 RECULATORY REQUiREMENTS
A,Source and Requlrements:Ve面 w amendments with localcode omcials.
1.Local code requirements:
a. ICC lnternaJonal Bullding Code,2009 Ed忙 lon,
b. ICC lnternational Existing Building Code,2009 Edltion.
c, ICC lnternalonal Mechanical Code,2009 Edllon.
d, ICC lnternalional Fire Code,2009 Edilion.
e. ICC lnternational Propetty Maintenance Code,2009 Ed忙 ion.
f. NEC Elect面 cal Code,2008 Edition.
2.State code requirementsi
a,Caplal Development Board(CDB):
1)|∥lnOis Accessibil∥y Code,1997 Edklon,
2)|∥lnOiS Energy ConseⅣalon Code(ICC lnternalonal Energy ConseⅣalon Code,2015
Edlion,with State of Ⅲlnois modinca10ns.
b, |∥inois Depanment Of Labor(IDOL):Safety Glazing Matelals Act‐Ⅲinols Revised Statutes,
chap.111 1ノ 2,paragraph 3101,et seq・
c. Ⅲlnois Depattment of Pub∥c Heanh(IDPH):
1)|∥inOも Plumbing Code(||∥nOiS Adminttra∥ve Code,T∥e77,Chapterl,Subchapter r,
Pan 890).
d,|∥inois Environmental ProtecJon Agency(IEPA):
1)Ai卜 Po∥ulon Standards.
2)Noise Po∥ution Standards.
3)Water POIlulon Standards.
4)Publに Water Supplbs
5)Sold Waste Standards,
6)|∥indS Recommended Standards for Sewage Works(|||lnOis Adminも tralve Code,丁 Ⅲe35,SubjJe C,Chapter∥,Pa威 370).
e.IⅢnois State Flre Marshal(OSFM):
1)BOller&Pressure Vessel Safety Code(|∥inOls Administra」ve Code,TⅢe 44,Chapterl,
Pa威 120).
2)||∥nOiS Rules&Regulalons for Fire PrevenJon&Safety(aS amended).
3)Gasoline and Vola∥le Oils(|||lnOis Revised Statutes,chap,171′2,paragraph 31,et
Seq.).
3. lnformalion and Requlrements for Utl∥ty SeⅣices: Local ulilily companies,
PART 2 PRODUCTS口 NOT USED
PART 3 EXECUT10N・ NOT USED
END OF SECT10N
PROJECT NO.18‐172‐1197 014100‐2Copyrlght 2016 by KLUBER,INC.:A∥Rights Resenred
SECT10N 01 41 00
REGULATORY REQ∪IREMENTS
sEcTloN 01 42 00
REFERENCES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Drawing symbols, abbreviations and acronyms.
B. Definitions of terms used throughout the Contract Documents.
C. Explanation of speciflcation format and content.
D. Requirements relating to referenced standards.
E. Applicability of referenced standards.
F. List of industry organizations and certain of their respective documents.
1.02 DRAWING SYMBOLS AND CONVENTIONS
A. Abbreviations and graphic symbols are defined on the General Notes, Symbols & Abbreviations
sheet of the drawings,
B. Generally, symbols used on the mechanical and electrical drawings conform to those
recommended by ASHME, though, where appropriate, these symbols are supplemented by more
specific symbols as recommended by ASME, ASPE, or the IEEE.
1.03 DEFINITIONS
A. Where the terms "indicated", "noted', 'scheduled", "shown", or'specified" are used it is to help
locate the reference; no limitation on location is intended except as specifically noted.
B. Where the terms 'directed", "requested", "authorized", "approved', are used as in'directed by the
ArchitecUEngineer", no implied meaning shall be construed to extend the ArchitecUEnginee/s
responsibilities into the Contractois purview of construction supervision.
C. Where the term 'approved" is used in conjunction with the ArchitecUEngineeis action on
submittals, requests or applications it is limited to the duties of the ArchitecVEngineer as described
in the Agreement, and the General and Supplemental Conditions of the Contract. Such use of the
term "approval" shall not limit or release the Contractor from his responsibility to fulfill Conkact
requirements.
D. Where the term "regulations" is used it means all applicable statutes, laws, ordinances, and orders
issued by authorities having jurisdiction, as well as construction industry standards, rules, or
conventions that address performance of the Work.
E. Where the term "furnish'is used it means supply, deliver, and unload to the construction site ready
for assembly and incorporation into the Work.
F. Where the term "install" is used it is meant to describe operations at the job site to include
unloading, assembling, placing, anchoring, finishing, protecting, cleaning and all other similar
operations required to fully incorporate an item into the Work.
G. Where the term "provide" is used it means "furnish and install" as defined above.
PRoJECT N0. 18-172-1197 01 42 00 - 1 SECTION 0',1 42 00
Copyright 2016 by KLUBER, lNC.; All Rights Reserved REFERENCES
H. The 'Project Site" is the space available to the Contractor for performance of construction
activities. The Project Site may be for the exclusive use of the Contractor and his activities or may
be used in conjunction with othem with others performing oiher construction or related activities on
the Project. The Extent of the Prolect Site is indicated on the drawings.
1.04 SPECIFICATION FORMAT AND CONTENT
A. These Speciflcations are based on the Conskuction Speciilcation lnstitute's 49 Division format and
numbering system.
B. Language used in the Specifications and other Contract Documents is an abbreviated type.
lmplied words and meanings will appropriately interpreted.
C. Requirements expressed in imperative and streamlined language are to be performed by the
Contractor. At certain locations in the text, subjective language may be used to describe
responsibilities that must be fulfilled indirectly by the Contractor or others.
1. Whenever a colon 0 is used within a sentence or phrase, it shall be construed to mean the
words "shall be",
D. Use of certain terms such as "carpentry" is nol intended to imply that certain activities must be
performed by accredited or unionized individuals of a conesponding generic name. The
Specifications do, however, require that certain conskuction activities shall be performed by
specialists who are recognized experts in the operations to be performed, Specialists shall be used
for said activities, however the final responsibility for fulfilling the requirements of the Contract
remains the Contractor's.
1.05 QUALITYASSURANCE
A. For products or workmanship specified by reference to a document or documents not included in
the Project Manual, also refened to as reference standards, comply with requirements ofthe
standard, except when more rigid requirements are specified or are required by applicable codes.
B. Conform to reference standard of date of issue specified in this section, except where a specilic
date is established by applicable code.
C. Obtain copies of standards when required by the Contract Documents.
D. Maintain copy at project site during submittals, planning, and progress of the specific work, until
Substantial Completion.
E. Should specilied reference standards conflict with Contract Documents, request clarification from
the ArchitecUEngineer before proceeding.
F. Neither the contractual relationships, duties, or responsibilities of the pa es in Contract nor those
of the ArchitecUEngineer shall be altered by the Contract Documents by mention or inference
otherwise in any reference document.
1.06 APPLICABILITY OF INDUSTRY STANDARDS
A. Construction industry standards shall have the same force and effect as if bound or copied
directly in the Contract Documents, except where more stringent requirements are specified. All
such applicable standards are made a part of the Contract Documents by reference.
PRoJECT N0. 18-172-1197 01 42 00 -2 SECTION 01 42 00
Copyrlght 2016 by KLUBER, lNC.lAll Rights Reserved REFERENCES
l Where∞mphance面 th two or more standards are referenced and conlicting requirements for
qually or quantmes occur,compiy wnh the more st∥ngent requirements Refer queslons
regarding apparenly conlicling standards to the Archnect fOr a decision before proceeding
2 The standard ofqua“ty o「quanlly levett specned,shOwn,or referenced sha∥be the minimum
to be provded or pe“Drmed Refer questions regarding standards of minimum qua1ly o「
quanlly to the Archilect before proceeding.
1.07 CONSTRUCT:ON!NDuSTRY ORCANIZATiONS AND DOCUMENTS
A.AA―ALUMINUM ASSOCiAT10N,INC.
B AABC―ASSOCiATED AIR BALANCE COUNCIL
C AAMA―AMERiCAN ARCHITECTURAL MANUFACTURERS ASSOCIAT:ON
D AASH10-AMERICAN ASSOCIAT10N OF STATE H!GHWAY AND TRANSPORTAT10N
OFFICIALS
E ACl―AMERICAN CONCRETE INSTITUTE INTERNAT10NAL
F AISC―AMERICAN INSTITUTE OF STEEL CONSTRUCT10N,INC
G ANSI―AMERICAN NAT10NAL STANDARDS INSTITUTE
H.ASHRAE―AMERICAN SOCIETY OF HEATING,REFRIGERAT:NG AND AIR‐CONDIT10NING
ENGINEERS,INC.
I ASME¨THE AMERiCAN SOCIETY OF MECHANiCAL ENGINEERS
l.ASME A17.1‐Salety Code for Elevators and Escalatorsi 2004
」ASTM―AMERICAN SOCiETY FOR TESTING AND MATERIALS
K AWl―ARCHITECTURAL W00DWORKINSTITUTE
L AWPA¨AMERICAN W00D‐PRESERVERSIASSOC:AT10N
M AWS‐‐AMERICAN WELDING SOCIETY
N.BHMA¨BUILDERS HARDWARE MANUFACTURERS ASSOCIAT10N
O CPSC―CONSUMER PRODUCTS SAFETY COMMISS10N
P DHl―D00R AND HARDWAREINSTITUTE
Q DlN…DEUTSCHESINSTITUT FUR NORMUNG
R.FM¨FACTORY MUTUAL RESEARCH CORPORAT10N
S iCC…INTERNAT10NAL CODE COUNCIL,INC
T IEEE…INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS
U iSO¨INTERNAT10NAL STANDARDS ORGANIZAT10N
V MFMA¨MAPLE FL00RING MANUFACTURERS ASSOCIAT10N
W.NAAMM―THE NAT10NAL ASSOCIAT10N OF ARCHITECTURAL METAL MANUFACTURERS
PRO」ECT N0 18 172‐1197 014200-3
Copy19ht 2016 by KLUBER,lNC IA∥R ghis ReseⅣed
SECT10N 01 42 00
REFERENCES
X NCMA―NAT10NAL CONCRETE MASONRY ASSOCiAT10N
Y.NEBB―NAT10NAL ENViRONMENTAL BALANCING BUREAU
Z NEMA―NAT10NAL ELECTRICAL MANUFACTURERS ASSOCIAT10N
AA. NFPA―NAT10NAL FiRE PROTECT10N ASSOCIAT10N
AB. NRCA―NAT10NAL R00FINC CONTRACTORS ASSOCiAT10N
AC PCI…PRECAST′PRESTRESSED CONCRETE INSTITUTE
AD SDi¨STEEL D00RINSTITUTE
AE. SDI―STEEL DECK INSTITUTE,INC.
AF. SGCC―SAFETY GLAZING CERTIFICAT10N COUNCIL
AG SIGMA‐SEALED INSULATING GLASS MANUFACTURERS ASSOCIAT10N(See lGVA)
AH S」|…STEEL JOiST INSTITUTE
Al.SMACNA―SHEET METAL AND AIR CONDIT10NING CONTRACTORSI NAT10NAL
ASSOCIAT10N,INC.
A」SSPC―THE SOCIETY FOR PROTECTiVE COATINGS
AK. TCA―TILE COUNCIL OF AMERICA,INC.
AL. UL―UNDERWRITERS LABORATORIES INC
AM. USC―UNITED STATES GYPSUM
l.uSG(HB)―Gypsum Conslrudbn Handb∞にSeventh Edmon
AN WWPA―VVESTERN W00D PRODUCTS ASSOCIAT10N
l.08 UN:TED STATES GOVERNMENT AND RELATED ACENCIES′DOCUMENTS
A CFR¨CODE OF FEDERAL REGULAT10NS
B CPSC―CONSUMER PRODUCTS SAFETY COMMISS10N
C EPA‐‐ENVIRONMENTAL PROTECT10N AGENCY
D FS―FEDERAL SPECiFICAT10NS AND STANDARDS(General Services Administratlon)
E.GSA¨U S GENERAL SERVICES ADMINISTRAT10N
F uSGS―UNITED STATES GEOLOGICAL SURVEY
l.09 STATE GOVERNMENT AND RELATED AGENCIES′DOCUMENTS
A.CDB¨ILLINOIS CAPITAL DEVELOPMENT BOARD
B IDOL¨lLLINOiS DEPARTMENT OF LABOR
C IDPH―ILLINOIS DEPARTMENT OF PUBLIC HEALTH
D IEPA―ILLINOIS ENVIRONMENTAL PROTECT10N AGENCY
PRO」ECT N0 18‐172‐1197 014200‐4Copy∥ght2016 by KLUBER,INCI A∥R ghts ReseⅣed
SECT10N 01 42 00
REFERENCES
E.OSFM…OFFICE OF THE ILLINOIS SttAttE FIRE MARSHAL.
PART 2 PRODuCTS・ NOT USED
PART 3 EXECUT10N・ NOT USED
END OF SECT10N
PRO」ECT N0 18‐172‐1197 014200‐5Copy輛 ght2016 by KLUBER,lNC i A∥Rights Reserved
SECT10N 01 42 00
REFERENCES
SECT10N 01 50 00
TEMPORARY FAC:LITiES AND CONTROLS
PARTl GENERAL
l.01 SECTiONINCLUDES
A TempOrary uJ1lles
B.TemporarytelecommunicauOns seⅣices.
C.Temporary sanlary fac∥les
D TempOrary Controls:Bariers,enclosures,and fencing.
E.Secu"ty requirements
F Vehicular access and parking
G Waste removalfaci∥ties and seⅣices
l.02 TEMPORARY UT:LIT:ES
A,Owner w∥l pЮ vide the fo∥owing:
l Elecl∥cal power,oonsisting of conneclion to existing fac∥nies
2 Water supply,consisting of connection to exislng fac∥mes
B Exisung fac∥lies may be used
l,03 TELECOMMUN!CATiONS SERViCES
A Telecommunications services shallinclude:
1 0ne(1)mObile ce∥ulartelephone for each of Contractors and any Subcontractors neld
personnei・
1.04 TEMPORARY SAN:TARY FAC:L:TIES
A・ Use of exisung facllles is permi仙 3d
B AЛ aintain da∥y in clean and sanitary condition
C. At end of construction,return fac∥ities to same or beter condition as origina∥y found
l.05 BARRIERS
A Provide barners 10 prevent unauthonzed entry to construclon areas,lo prevent access to areas
that could be hazardous to workers orthe public,lo a∥ow for owners use Of sle and lo protecl
eガ sung fac∥∥es and adiaCent propenies from damage from construclon operaJons and
demo∥uon
B Provide barricades and covered walkways required by 9overning autho「it es for pub∥crights―o「way
C Protecl non‐owned vehiculart「afrc,stOred malenals,sile,and struclures from damage
PRO」ECT N0 18‐172‐1197 015000‐1cOpynght 2046 by KLUBER,INCI A∥R ghts Reserved
SECT10N 01 50 00
TEMPORARY FACIL TIES AND CONTROLS
1.06 :NTER10R ENCLOSURES
A. Provide temporary pattilions and ceilings as indicated to separate work areas from
Owne卜 occupied areas,to prevent penetralon of dust and moisture into Owne卜 occupied areas,
and to prevent damage to existlng materlals and equipment.
B,Construclon:Framing and reinforced pdyethJene sheet mate面 Js with cbsed idnts and seaЮd
edges atinterseclions with exisling suraces:
1,07 SECUR!TY
A.Provide secunty and faci111es to pЮ tect Work,exislng faci1lies,and Owners Operalons from
unauthorized entry,vandansm,Orthel.
1.08 VEH:CULAR ACCESS AND PARKING
A,Comply with regulalons rela∥ng to use of streets and sidewalks,access to emergency fac∥lies,
and access for emergency vehicles,
B.Coordinate access and haulroutes with 9oveming authon∥es and Owner.
C.PЮ Mde and mJntJn access to lЮ hydrants,free of obstruclons.
D,Provide means of removing mud from vehicle wlleels before entenng Streets.
1.09 WASTE REMOVAL
A.PЮ vide waste removalfaci∥les and seⅣlces as required to maintain the ste in clean and orde∥ycondition.
B, Provide containers with llds, Remove trash from she pe面 odically,
c.r mate∥als to be recycled or re‐used on the proiect muSt be stored on‐ske,provlde sulable
non―combusJble containersilocate containers holding lammable mate∥al outside the structure
unbss othemise appЮ ved bythe authonles haMngル nSdtlon,
1.10 REMOVAL OF UTIL:TIES,FAC:LITIES,AND CONTROLS
A. Remove temporary u∥∥∥es,equipment,fac∥lies,matettals,p∥orto Substanual cOmplelon
lnspection.
B, Clean and repair damage caused by installalion or use oftemporary work,
C, Restore existing fac∥ities used during construction to orlginal condition.
PART 2 PRODUCTS・ NOT USED
PART 3 EXECUT10N・ NOT USED
END OF SECT10N
PROJECT NO,18‐172‐1197 015000-2
Copy19ht 2016 by KLUBER,INCiA∥Rights ReseⅣed
SECT10N 01 50 00
TEMPORARY FACiLITIES AND CONTROLS
SECT10N 01 60 00
PRODUCT REQUiREMENTS
PARTl GENERAL
l.01 SECT:ON:NCLUDES
A General product requirements.
B Re‐use of exising products
C Transpoialion,hand∥ng,storage and protecllon
D.Product op∥on requirements.
E Substnulon∥mna10ns and procedures
F Procedures for Owne[supp∥ed products
C,Maintenance matenals,including extra mate面 als,spare pats,tools,and sotware,
1.02 SUBMITTALS
A Product Data Submitalsi Subml manufacturers standard pub∥shed data. Mark each copy to
ldenti″app∥Cabie products,models,op10ns,and other data Supplement manufacturers'
standard data to proMde information spedic lo this Prolect.
B Shop Drawing Submtals:Prepared specnca∥y for this Prolect;indicale u∥∥ty and electlcal
characlelslcs,ul∥ly connection requirements,and iocation of uj∥ty ouJets for service for
functional equipment and app∥ances
PART 2 PRODUCTS
2.01 EX:ST!NG PRODUCTS
A Do not use malenals and equipment removed from exisling premises unless specnca∥y required
or permited bythe Contracl Documents.
B.Unforeseen hも tonc lems encountered remain the propeⅢ/ofthe Ownel notify Owner promp∥yupon dtcovery;prolect,remove,handle,and store as direcled by Owner
C Existing materials and equipmentindicated to be removed,but notlo be re‐used,relocated,
remstJttd,ddivered to the Owner,orothemise mdtated asto remah the prope"ofthe owner,
become the propeny Ofthe Contractol remove from Ste
D Specinc Producls to be Reused: The reuse of ce"ain materlals and equipment already existing on
the prolect Sne b required.
2.02 NEW PRODuCTS
A Provide new products unless specincally requred Or permited by the Contract Documenls
B Designed,manufaclured,and tesled in accordance wnh industry standards
PROJECT N0 18‐172‐1197 016000‐1CopyH9h1 2016 by KLUBER,INCI A∥R9hts ReseⅣed
SECT10N 01 60 00
PRODUCT REQUIREMENTS
2.03 PRODUCT OPTIONS
A. Products Specifled by Reference Standards or by Description Only: Use any product meeting
those standards or description.
B. Products Specified by Naming one or More Manufacturers: Use a product of one of the
manufacturers named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substitution for any manufacturer not named.
2.04 MAINTENANCEMATERIALS
A. Fumish extra materials, spare pa(s, tools, and software of types and in quantities specified in
individual specilication sections.
B. Deliverto Project site and place in location directed by Owne/s representative; obtain owner's
signature on receipt for delivery prior to final payment. Submit signed receipts with Closeout
Submittals.
PART 3 EXECUTION
3.01 SUBSTITUTIONPROCEDURES
A. Substitutions Prior To Bid Opening: ArchitecUEngineer will consider a written request for
substitution provided that such request is received at least seven (7) days prior to the Bid opening
date. Requests received after that time will not be considered.
1. lf a request is approved, the ArchitecUEngineer will issue and appropriate addendum not less
than three (3) days prior to the Bid opening date.
B. Substitutions After Notice of Award: ArchitecuEngineer will consider a request for subslitution only
under one or more of the following conditions:
1. Substitution is required for compliance with final interpretation of code requirements or
insurance regulations.
2. Specified product is not available through no fault ofthe Contractor,
3. Specified product is not compatible with other specified materials/equipment.
4. Manufacturer will not certify or warranty specified product as required.
C. Document each request utilizing Substitution Request Form following this section with complete
data substantiating compliance of proposed substitution with Contract Documents. Incomplete
requests will not be considered.
D. A request for substitution constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds the quality level of
the specified product.
2. Will provide the same warranty for the substitution as for the specified product.
3. Will coordinate installation and make changes to other Work that may be required for the Work
to be complete with no additional cost to owner.
4. Waives claims for additional costs or time extension that may subsequently become apparent.
5. Will reimburse Owner for ArchitecUEngineer review or redesign services associated with
re-approval by authorities having jurisdiction over the Project.
PRoJECT N0. 18-172-1197 0',1 60 00 - 2 sEcTloN 01 60 00
Copyright 2016 by KLUBER, lNC.; All Righls Reserved PRoDUCT REQUIREMENTS
E. Substitutions of products or product characteristics/components/accessories will not be considered
when they are indicated or implied on Contracto/s submittals, without separate written request, or
when acceptance will require revision to the Contract Documents, whether rejection of said
subsititutions is expressly identified by ArchitecUEngineer on Contractor's submittals or not.
F. Substitution Submittal Procedure:
1 . Submit two copies of request for substitution for consideration. Submit a separate Substitution
Request Form and accompanying documentation for each proposed substitution.
2. Provide the following minimum documentation with each Substitution Request Form:
a. Product identification, manufacturer, product data including dimensions and weight,
performance and installation instructions.
b. Side-by-side itemized comparison of proposed substitution with specified product.
c. Coordination information including other modifications required as a result of proposed
substitution.
d. Cost information including the effect of the proposed substitution on the Contract Sum.
3. Sign and date the Substitution Request Form.
4. Architect/Engineer will notify submitter in writing of decision to accept or reject request.
3,02 TMNSPORTATION AND HANDLING
A. Package products for shipment in manner to prevent damage; for equipment, package to avoid
loss of factory calibration.
B. lf special precautions are required, attach instructions prominently and legibly on outside of
packaging.
C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site
storage time and potential damage to stored materials.
D. Transport and handle products in accordance with manufacture/s instructions.
E. Transporl materials in covered trucks to prevent contamination of product and liftering of
sunounding areas,
F. Promptly inspect shipments to ensure that products comply with requirements, quantities are
correct, and products are undamaged.
G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement,
or damage.
H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.03 STORAGEANDPROTECTION
A. Designate receiving/storage areas for incoming products so that they are delivered according to
installation schedule and placed convenient to work area in order to minimize waste due to
excessive materials handling and misapplication.
B. Store and protect products in accordance with manufacturers' instructions.
C. Store with seals and labels intact and legible.
PRO」ECT N0 18‐172‐1197 016000‐3CopyHght 2016 by KLUBER,lNCI A∥Rights Reserved
SECT10N 01 60 00
PRODUCT REQUIREMENTS
D. Store sensitive products in weather tight, climate controlled, enclosures in an environment
favorable to product.
E. Protect products from damage or deterioration due to construction operations, weather,
precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other
contaminants.
F. Comply with manufacturer's warranty conditions, if any.
G. Prevent contact with material that may cause conosion, discoloration, or staining.
H, Provide equipment and personnelto store products by methods to prevent soiling, disfigurement,
or damage.
l. Arrange storage of products to permit access for inspection. Periodically inspect to verify products
are undamaged and are maintained in acceptable condition.
END OF SECTION
PROJECT N0 18‐172‐1197 016000・4
cOpynght 2016 by KLUBER,INCI A∥R19hts Reserved
SECT10N 01 60 00
PRODUCT REQUIREMENTS
Architects + Engineers www.kluberinc.com
SUBST:TUT:ON REQUEST FORM
PROJECtti VILLAGE OF OAK BR00K―FIRE STAT10N 93-SHOWER R00MS PIPING AND VALVE
REPLACEMENT
SPECIFIED ITEM:
Speciflcatlon Seclion Page Paragraph
丁he underslgned requests conslderation of the following:
PROPOSED S∪BSTI丁 UT10N:
Description
Attached data includes project description, specifications, drawings, photographs, performance and test data
adequate for evaluation of the request; applicable portions of the data are clearly identified.
Attached data also includes a description of changes to the Contract Documents which the proposed substitution will
require for its proper installation.
The undersigned certifies that the following paragraphs, unless modified by attachments, are correct:
1. The proposed substitution does not affect dimensions shown on drawings.
2. The undersigned will pay for changes to the building design, including engineering design, detailing, and
construction costs caused by the requested substitution.
3. The proposed substitution will have no adverse effect on other trades, the construction schedule, or
specified warranty requirements,
4. Maintenance and service parts will be locally available for the proposed substitution.
The undersigned further states that the function, appearance, and quality of the proposed substitution are equivalent
or superior to the specified item.
Printed Name
Signature
Telephone
Email
Kane County Offlcc
10 Sou∥,9hul■tl・ ay Avenuじ
['こ 11、ln i∥il`1110F`0
〔,3t'.:0い 121「.For Use By The ArchitecVEngineer:
El Accepted E Accepted As Noted
E ruotAccepted E ReceivedTooLate
I ake Corntr: Offce
Atachments(∥St)
日
SECT:ON 01 70 00
EXECUT10N AND CLOSEOuT REQU:REMENTS
PARTl GENERAL
l.01 SECT10NINCLUDES
A ExaminaJon,preparalon,and generalinsta∥atton procedures.
B Requrements for aleralons work,inciuding seleclive demo∥lon.
C Prelnslalla∥on mee∥ngs
D Culling and patching.
E. Surveying forlaying out the work
F.Cieanlng and protecJon.
c staning of syslems and equipment
H Demonstra∥on and instrucOon of Owner personneL
I Closeout procedures,inciuding Contractors cOrrection Punch Llst,except payment procedures
l.02 RELATED REQU!REMENTS
A Seclon 01 30 00‐Administra“ve RequirementsI Submitals procedures
B Seclion 01 78 00‐Closeout SubmitalsI ProieCt record documenls,operaton and mainlenance
data,waranties and bonds.
C,Seclion 01 79 00‐Demonstralon and Training: Demonstralon of producls and systems to be
commissioned and where indicated in specinc specincatiOn sections
l.03 SUBM!TTALS
A See Section 01 30 00-Administrative Requiremenls,for submillal procedures.
B Culling and Patching:Subml wtttlen requestln advance of cutting o「anera10n that attcts:
l StructurJ hteg"w ofany eに ment of Proled
2 1nteg∥ly of weather exposed or moisture resistant element
3 Ef「dency,maintenance,or safely of any operational element
4 Visual quallies ofsight expOsed elements.
5 VVork of Owner or separate Contraclor
l.04 PROJECT CONDIT10NS
A Dust Control:Execute work by methods to minimize raising dust from construclion operations
Provide poslive means to prevent al「bome dusl from dispersing into atmosphere and over
adlacent propetty
B Noise Contro「Prov de methods,means,and fac∥lies lo minlmize noise produced by construction
operations
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C. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects
from damaging the work.
1.05 CO0RDtNAT|ON
A. Coordinate scheduling, submittals, and work of the varjous sections of the Project Manual to
ensure efficient and orderly sequence of installation of interdependent construction elements, with
provisions for accommodating items installed later.
B. Verify that utility requirements and characteristics of new operating equipment are compatible with
building utilities. Coordinate work of various sections having interdependent responsibilities for
installing, connecting to, and placing in service, such equipment.
C. Coordinate space requirements, supports, and installation of mechanical and eleclrical work that
are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit,
as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to
maximize accessibility for other installations, for maintenance, and for repairs.
D. Coordinate completion and clean-up of wok of separate sections.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and work for patching
and extending work.
B. Product Substitution: For any proposed change in materials, submit requesl for substitution
described in Section 0'l 60 00 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine and verify specific conditions described in individual specification sections.
B. Take field measurements before conlirming product orders or beginning fabrication, to minimize
waste due to over-ordering or misfabrication.
C. Prior to Cutting: Examine exisling conditions prior lo commencing work, including elements
subject to damage or movement during cufting and patching. After uncovering existing work,
assess conditions affecting performance of work. Beginning of cufting or patching means
acceptance of existing conditions.
3.02 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or substance.
C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to
applying any new material or substance in contact or bond.
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3.03 PREINSTALLATIONMEETINGS
A. When required in individual specification sections, convene a preinstallation meeting at the site
prior to commencing work of the section,
B. Require attendance of parties directly affecting, or affected by, work of the specific section.
C. Notify ArchitecVEngineer four days in advance of meeting date.
D. Prepare agenda and preside at meeting:
1. Review conditions of examination, preparation and installation procedures.
2. Review coordination with related work.
E. Record minutes and distribute copies within two days after meeting to participants, with two copies
to ArchitecUEngineer, Owner, participants, and those affected by decisions made.
3.04 GENERALINSTALLATION REQUIREMENTS
A. lnstall products as specified in individual sections, in accordance with manufacture/s instructions
and recommendations, and so as to avoid waste due to necessity for replacement.
B, Make vertical elements plumb and horizontal elements level, unless otheMise indicated.
C. lnstall equipment and fiftings plumb and level, neatly aligned with adjacent ve(ical and horizontal
lines, unless otherwise indicated.
3.05 ALTERATIONS
A. Drawings showing existing construction and utilities are based on casualfield observation and
existing record documents only.
1. Report discrepancies to ArchitecUEngineer before disturbing existing installation,
2. Beginning of alterations work constitutes acceptance of existing conditions.
B. Remove existing work as indicated and as required to accomplish new work.
1. Remove items indicated on drawings.
2. Relocate items indicated on drawings.
3. Where new surface finishes are to be applied to existing work, perform removals, patch, and
prepare existing surfaces as required to receive new linish; remove existing linish if necessary
for successful application of new finish.
4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces
to match adjacent finished surfaces as closely as possible.
C. Services (lncluding but not limited to HVAC, Plumbing, and Electrical): Remove, relocate, and
extend existing systems to accommodate new construction.
1. Maintain existing active systems that are to remain in operation; maintain access to equipment
and operational components; if necessary, modify installation to allow access or provide access
panel.
2. Where existing systems or equipment are not active and Contract Documents require
reactivation, put back into operational condition; repair supply, distribution, and equipment as
req u ired.
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3. Where existing active systems serve occupied facilities but are to be replaced with new
services, maintain existing systems in service until new systems are complete and ready for
service.
a. Disable existing systems only to make switchovers and connections; minimize duration of
outages.
b. Provide temporary connections as required to maintain existing systems in service.
4. Verify that abandoned services serve only abandoned facilities.
5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible
ceilings; remove back to source of supply where possible, otherwise cap stub and tag with
identification; patch holes left by removal using materials specified for new construction.
D. Clean existing systems and equipment.
E. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do
not burn or bury.
F. Do not begin new construction in alterations areas before demolilion is complete.
G. Comply with all other applicable requirements of this section.
3.06 CUTTING AND PATCHING
A, Whenever possible, execute the work by methods that avoid cutting or patching.
B. See Alterations article above for additional requirements.
C. Perform whatever cutting and patching is necessary to:
1. Complete the work.
2. Fit products together to integrate with other work.
3. Provide openings for penetration of mechanical, electrical, and other services.
4. Match work that has been cut to adjacent work.
5. Repair areas adjacent to cuts to required condition.
6. Repair new wok damaged by subsequent work.
7, Remove and replace defective and non-conforming work.
D. Execute work by methods that avoid damage to other work and that will provide appropriate
surfaces to receive patching and finishing. ln existing work, minimize damage and restore to
original condition.
E, Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior
approval.
F. Restore work with new products in accordance with requirements of Contract Documents.
G. Fit work ah tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
H, Patching:
1. Finish patched surfaces to match flnish that existed prior to patching. 0n continuous surfaces,
reflnish to nearest inteBection or natural break. For an assembly, refinish entire unit.
2. Match color, texture, and appearance.
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3, Repair patched surfaces that are damaged, lifted, discolored, or showing olher imperfections
due to patching work. lf defects are due to condition of substrate, repair substrate prior to
repairing finish.
3,07 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly
condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or
remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to
eliminate dust.
D. Collect and remove waste materials, debris, and trashhubbish from site periodically and dispose
off-site; do not burn or bury.
3.08 PROTECTION OF INSTALLED WORK
A. Protect installed work from damage by construction operations.
B. Provide special protection lvhere specified in individual speciflcation sections.
C. Provide temporary and removable protection for installed products. Control activity in immediate
work area to prevent damage.
D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.
E. Protect finished floors, stairs, and other surfaces from trafiic, dirt, wear, damage, or movement of
heavy objects, by protecting with durable sheet materials.
F. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if
possible.
3.09 SYSTEM STARTUP
A, Coordinate schedule for start-up ofvarious equipment and systems.
B. Verify tests, meter readings, and specified electrical characteristics agree with those required by
the equipment or system manufacturer.
C. Verify that wiring and support components for equipment are complete and tested.
D. Execute start-up under supervision of applicable Contractor personnel and manufacture/s
representative in accordance with manufacturers' instructions.
E, Submit a written repo( that equipment or system has been properly installed and is functioning
correctly.
3,10 DEMONSTRATIONAND INSTRUCTION
A. See Section 01 79 00 - Demonstration and Training.
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3.11 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.
B. Test, adjust and balance HVAC systems.
3.12 FINALCLEANING
A. Execute final cleaning prior to final project assessment,
1. Clean areas to be occupied by Owner prior to final completion before Owner occupancy,
B. Use cleaning materials that are nonhazardous.
C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or
nameplates on mechanical and electrical equipment.
D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the
surface and material being cleaned,
E. Remove waste, surplus materials, hash/rubbish, and construction facilities from the site; dispose of
in legal manner; do not burn or bury.
3.13 CLOSEOUT PROCEDURES
A. Make submittals that are required by goveming or other authorities.
1. Provide copies to ArchitecUEngineer and Owner.
B, Accompany Project Coordinator on preliminary inspection to determine items to be listed for
completion or correction in the Contractor's Coneclion Punch List for Contractofs Notice of
Substantial Completion.
C. Notify ArchitecUEngineer when work is considered ready for ArchitecUEnginee/s Substantial
Completion inspection.
D. Submit written certification containing Contractor's Conection Punch List, that Contract Documents
have been reviewed, work has been inspected, and that work is complete in accordance with
Contract Documents and ready for ArchitecUEngineei s Substantial Completion inspection.
E. Conduct Substantial Completion inspection and create Final Conection Punch List containing
ArchitecUEngineer's and Contractor's comprehensive list of items identified to be completed or
corrected and submit to ArchitecVEngineer.
F. Conect items of work listed in Final Conection Punch List and comply with requirements for
access to Owner-occupied areas.
G. Notify ArchitecUEngineer when work is considered finally complete and ready for
ArchitecUEnginee/s Substantial Completion fi nal inspection.
H. Complete items of wo* determined by ArchitecUEngineer listed in executed Certificate of
Substantial Completion.
END OF SECTION
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sEcTtoN 01 78 00
CLOSEOUT SUBMITTALS
PART 1 GENERAL
1,01 SECTION INCLUDES
A. Project Record Documents.
B. Operation and Maintenance Data.
C. Wananties and bonds.
1.02 RELATEDREQUIREMENTS
A. Section 01 30 00 - Administrative Requirements: Submittals procedures, shop drawings, product
data, and samples.
B. Section 01 70 00 - Execution and Closeout Requirements: Contract closeout procedures.
C, lndividual Product Sections: Specific requirements for operation and maintenance data.
D. lndividual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS
A. Pro.lect Record Documents: Submit documents to ArchitecUEngineer with claim for frnal
Application for Payment.
B. Operation and Maintenance Data:
1 . Submit two copies of preliminary draft or proposed formats and outlines of contents before start
of Work. ArchitecUEngineer will review draft and return one copy with commenls.
2. For equipment, or component parts of equipment put into service during construction and
operated by Owner, submit completed documents within ten days afier acceptance.
3. Submit one copy of completed documents '15 days prior to final inspection, This copy will be
reviewed and returned affer final inspection, with ArchitecUEngineer comments. Revise
content of all document sets as required prior to final submission.
4. Submit two sets of revised final documents in final form within 10 days after flnal inspection.
C. Warranties and Bonds:
1 , For equipment or component parts of equipment put into service during construction with
Owne/s permission, submit documents within 10 days after acceptance.
2. Make other submittals within 10 days after Date of Substantial Completion, prior to final
Application for Payment.
3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion,
submit within '10 days after acceptance, listing the date of acceptance as the beginning of the
wananty period.
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PART 2 PRODUCTS. NOT USED
PART 3 EXECUTION
3,0,I PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual revisions to the Work:
1 . Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.
D. Record information concunent with construction progress.
E. Specifications: Legibly mark and record at each product section description of actual products
installed, including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and modifications.
F. Record Drawings : Legibly mark each item to record actual construction including:
1. Details not on original Contract drawings.
3.02 OPERATION AND MAINTENANCE DATA
A. Source Data: For each product or system, list names, addresses and telephone numbers of
Subcontractors and suppliers, including local source of supplies and replacement parts.
B. Product Data: Mark each sheet to cleady identify specific products and component parts, and data
applicable to installation. Delete inapplicable information.
C. Drawings: Supplement product data to illustrate relations of component parts of equipment and
systems, to show control and flow diagrams. Do not use Project Record Documenls as
maintenance drawings.
D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for
each procedure, incorporating manufacture/s instructions.
3,03 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS
A. For Each ltem of Equipment and Each System:
1. Description of unit or system, and component parts.
2. ldentify function, normal operating characteristics, and limiting conditions.
3. lnclude performance curves, with engineering data and tests.
4, Complete nomenclature and model number of replaceable pa(s,
B. Where additional instructions are required, beyond the manufacture/s standard printed
instructions, have instructions prepared by personnel experienced in the operation and
maintenance of the specific products.
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C. Operating Procedures: lnclude start-up, break-in, and routine normal operating instructions and
sequences. Include regulation, control, stopping, shuldown, and emergency instructions, lnclude
summer, winter, and any special operating instructions.
D. Maintenance Requirements: lnclude routine procedures and guide for preventative maintenance
and trouble shooting; disassembly, repair, and reassembly inshuctions; and alignment, adjusting,
balancing, and checking instructions.
E. lnclude manufacturer's printed operation and maintenance instructions.
F. lnclude sequence of operation by controls manufacturer.
G. Provide original manufacture/s parts list, illuskations, assembly drawings, and diagrams required
for maintenance.
H. Provide control diagrams by controls manufacturer as installed.
l. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to
be maintained in storage.
J. lnclude test and balancing reports.
K. Additional Requirements: As specified in individual product specification seclions.
3.04 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS
A. Assemble operation and maintenance data into durable manuals for Owner's personnel use, with
data ananged in the same sequence as, and identified by, the specification sections.
B. Where systems involve more than one specilication section, provide separate tabbed divider for
each system.
C. Prepare instructions and data by personnel experienced in maintenance and operation of
described products.
D. Prepare data in the form of an instructional manual.
E. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic
covers; 2 inch maximum ring size. When multiple binders are used, correlate data into related
consistent groupings.
F. Cover: ldentify each binder with typed or printed title OPEMTION AND MAINTENANCE
INSTRUCTIONS; identify title of Project; identify subject matter of contents.
G. Pro.iect Directory: Title and address of Project; names, addresses, and telephone numbers of
ArchitecUEngineer, Consultants,Contractorand subcontractors, with names of responsible parties.
H. Tables of Contents: List every item separated by a divider, using the same identification as on the
divider tab; where multiple volumes are required, include all volumes Tables of Contents in each
volume, with the cunent volume clearly identified.
l. Dividers: Provide tabbed dividers for each separate product and system; identify the contents on
the divider tab; immediately following the divider tab include a description of product and major
component parts of equipment.
PRoJECT NO, 18-172-1197 01 78 00 - 3 SECT|oN 01 78 00
Copyright 2016 by KLUBER, lNC.; All Rights Reserved CLoSEoUT SUBI\,4ITTALS
J. Text: Manufacture/s printed data, or typewritten data on 24 pound paper.
K, Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to
size of text pages.
3.05 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and
manufacturers, within '10 days after completion of the applicable item of work. Except for items put
into use with Owne/s permission, leave date of beginning of time of wananty until the Date of
Substantial completion is determined.
B. Verify that documents are in proper form, contain full information, and are notarized,
C. Co-execute submittals when required.
D. Retain wananties and bonds until time specified for submittal.
E. lnclude originals of each in operation and maintenance manuals, indexed separately on Table of
Contents.
END OF SECTION
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SECT10N 01 78 00
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sEcTtoN 0t 79 00
DEMONSTRATION AND TRAINING
PART 1 GENERAL
1.01 SUMMARY
A. Demonstration of products and systems where indicated in specilic specification sections.
B. Training of Owner personnel in operation and maintenance is required for:
1. All software-operated systems.
2. HVAC systems and equipment.
3. Plumbing equipment.
4, ltems specified in individual product Sections.
1.02 RELATEDREQUIREMENTS
A. Section 01 78 00 - Closeout Submittals: Operation and maintenance manuals.
B. Other Specification Sections: Additional requirements for demonstration and training.
1.03 SUBMITTALS
A. See Section 01 30 00 - Adminiskative Requirements, for submiftal procedures.
B. Training Plan: Ovwrer will designate personnel to be trained; tailor training to needs and skill-level
of aftendees.
1. Submit to ArchitecUEngineer for transmittal to Owner.
2. Submit not less than two weeks prior to start of haining,
3. Revise and resubmit until acceptable.
4. Provide an overall schedule showing alltraining sessions.
5. lnclude at least the following for each training session:
a. ldentification, date, time, and duration.
b, Description of products and/or systems to be covered.
c. Name of firm and person conducting training; include qualifications.
d. lntended audience, such as job description.
e. objectives of haining and suggested methods of ensuring adequate training.
f. Methods to be used, such as classroom lecture, live demonstrations, hands+n, etc.
g. Media to be used, such a slides, hand-outs, etc.
h. Training equipment required, such as projector, pro.jection screen, etc., to be provided by
Contractor.
C. Training Manuals: Provide training manual for each attendee; allow for minimum of two aftendees
per lraining session.
1. Include applicable portion of O&M manuals.
2. lnclude copies of all hand-outs, slides, overheads, video presentations, etc., that are not
included in O&M manuals.
3. Provide one extra copy of each training manual to be included with operation and maintenance
data.
D. Training Reports:
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1. ldentilication of each training session, date, time, and duration.
2. Sign-in sheet showing names and job titles of attendees.
3. List of attendee questions and written answers given, including copies of and references to
supporting documentation required for clarification; include answen to questions that could not
be answered in original training session.
E. Video Recordings: Submit digital video recording of each demonshation and training session for
Owner's subsequent use.
1. Format: DVDDisc.
2. Label each disc and container with session identification and date.
1,04 QUALITY ASSURANCE
A. lnstructor Qualifications: Familiar with design, operation, maintenance and troubleshooting ofthe
relevant products and systems.
1 . Provide as instructors the most qualified trainer of those contractors and/or installers who
actually supplied and installed the systems and equipment.
2. Where a single person is not familiar with all aspects, provide specialists with necessary
qualifications.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 DEMONSTRATION - GENERAL
A. Demonstrations conducted during system start-up do not qualify as demonstrations for the
purposes of this section, unless approved in advance by 0wner.
B. Demonstration may be combined with Owner personnel training if applicable,
C. Operating Equipment and Systems: Demonstrate operation in all modes, including start-up,
shut-down, seasonal changeover, emergency conditions, and houbleshooting, and maintenance
procedures, including scheduled and preventive maintenance.
1 . Perform demonstrations not less than two weeks prior to Substantial Completion.
2. For equipment or systems requiring seasonal operation, perform demonstration for other
season within six months.
3.02 TRAINING - GENEML
A. Conduct training on-site unless otherwise indicated.
B. Owner will provide classroom and seating at no cost to Contractor.
C. Provide training in minimum two hour segments.
D. Training schedule will be subject to availability of Owner's personnel to be trained; re-schedule
training sessions as required by Owner; once schedule has been approved by Owner failure to
conduct sessions according to schedule will be cause for owner to charge Contractor for
personnel'show-up" time.
E. Review of Facility Policy on Operation and Maintenance Data: During training discuss:
1. The location of the 0&M manuals and procedures for use and preservation; backup copies,
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2. Typical contents and organization of all manuals, including explanatory information, system
narratives, and product specific information,
3. Typical uses of the 0&M manuals.
F. Product- and System-Specific Training:
1, Review the applicable O&M manuals.
2. For systems, provide an overview of system operation, design parameters and constraints, and
operational strategies.
3. Review instructions for proper operation in all modes, including start-up, shut-down, seasonal
changeover and emergency procedures, and for maintenance, including preventative
maintenance.
4. Provide hands{n training on all operational modes possible and preventive maintenance.
5. Emphasize safe and proper operating requirements; discuss relevant heallh and safety issues
and emergency procedures.
6. Discuss common troubleshooting problems and solutions.
7. Discuss any peculiarities of equipment installation or operation.
8. Discuss warranties and guarantees, including procedures necessary to avoid voiding coverage.
9. Review recommended tools and spare parts inventory suggestions of manufacturers.
10.Review spare parts and tools required to be fumished by Contractor.
11.Review spare pa(s suppliers and sources and procurement procedures.
G. Be prepared to answer questions raised by training attendees; if unable to answer during training
session, provide written response within three days.
END OF SECTION
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SECT10N 01 79 00
DEMONSTRAT10N AND TRAINING
SECT:ON 02 41 00
DEMOLiT:ON
PART l GENERAL
l.01 SECT10N!NCLUDES
A. Seleclve demo∥lon of bu∥ding elements for alleration purposes
l.02 RELATED REQUIREMENTS
A Seclion 01 10 00‐Summary:Limlalons on Contractors use Of site and premises
B Seclon 01 5000‐TempOrary Fac∥mes and controほ Protecuve barners and waste removal
C.SecJon 01 7000‐ExecuJon and CЮ seout Requrements Proled condⅢons and ems∥ng
construclion to remain
l.03 REFERENCE STANDARDS
A 29 CFR 1926‐U,S.OccupaOonal Safety and Heanh standardsi current ed“iOn.
PART 2 PRODuCTS¨NOT uSED
PART 3 EXECUT10N
3.01 SCOPE
A Remove po威 ions Of exislng bu∥ding suracestO accommodate new mate面 als installalon
B Remove other lemsindicaled,for salvage,relocalon,and recycung.
3.02 GENERAL PROCEDURES AND PROJECT CONDiT10NS
A Comply面 th other requirements specined in section 01 70 00.
B Comply面 th app∥cable codes and regulations for demollon operations and saFetyOfadiacent
structures and the pub∥c1 0btaln requ†red pemts
2 Provide,erect,and maintain temporary barr ers and secunty devices
3.Use phystal bartters to prevent access lo areas that could be hazardous to workers orthe
publc.
4 Conduct operalons to mhimレ e ettcts on and htettrence wlh attacent StШ Ctures and
occupants,
5. Conduct opera∥ons to minimize obstruclion of pub∥c and p∥vate entrances and exils;do not
obstruct required eズ ts at any umei prOlect persons using entrances and exns frOm removal
operations
c r hazardOus mateHals are discovered duttng removal operalons,stop wOrk and noJ″
ArchilecVEngineer and Owner:hazardous matenals inciude regulated asbestos containing
matenals,lead,PCBIs,and mercury.
D PemDrm demO∥lonin a manne「that maximizes salvage and recyc:ing of malenals
l Dismantle existing construction and separale matenals
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DEMOLIT ON
2. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point
or point of reuse.
3.03 SELECTIVE DEMOLITION FOR ALTERATIONS
A. Drawings showing existing construction are based on casualfield observation and existing record
documents only.
1. Verify that construction are as shown.
2. Report discrepancies to ArchitecUEngineer before disturbing existing installation.
3. Beginning of demolition work constitutes acceptance of existing conditions that would be
apparent upon examination prior to starting demolition.
B. Separate areas in which demolition is being conducted from other areas that are still occupied.
1. Provide, erect, and maintain temporary dustproof partitions of construction specifled in Section
01 50 00.
C. Remove existing work as indicated and as required to accomplish new work.
1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace with
new construction specified.
2. Remove items indicated on drawings.
D. Services (lncluding but not limited to HVAC, Plumbing, Fire Protection, and Electrical): Remove
existing systems and equipment as indicated.
1, Maintain existing active systems that are to remain in operation; maintain access to equipment
and operational components.
2. Where existing active systems serve occupied facilities but are to be replaced with new
services, maintain existing systems in service until new systems are complete and ready for
service.
3, See Section 01 10 00 for other limitations on outages and required notifications.
4. Verify that abandoned services serve only abandoned facilities before removal.
5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible
ceilings; remove back to source of supply where possible, othena/se cap stub and tag with
identification.
E. Protect existing work to remain.
1. Prevent movement of skucture; provide shoring and bracing if necessary.
2. Perform cutting to accomplish removals neatly and as specified for cutting new work.
3. Repair adjacent construction and finishes damaged during removal work.
4. Patch as specified for patching new work.
3.04 DEBRIS AND WASTE REMOVAL
A. Remove debris, junk, and trash from site.
B. Leave site in clean condition, ready for subsequent work.
C. Clean up spillage and wind-blown debris from public and private lands.
END OF SECTION
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SECT10N 02 41 00
DEMOLIT10N
SECT10N 07 84 00
FIRESTOPPING
PART l GENERAL
l.01 SECT!ON:NCLUDES
A Firestopping mate∥ais.
B,Firestopping of a∥penetraJons ofand iointS in ire rated assemblies,whetherindtaled on
dra、ムJngs or not,and other openings indicated
C Smoke‐stopping of a∥penetralons of and ioinlS in smoke pat∥ons,whetherindicaled on
drawings or not,and other openings indtaled
l.02 RELATED REQU:REMENTS
A Secllon 09 21 16‐Gypsum Board AssembliesI Gypsum wa∥board lreproolng
l.03 REFERENCE STANDARDS
A ASTM E814‐Standard Test Method for Fire Tests of ThЮ ugh‐Penetra∥on Fire Slops;2013a
B FM 4991‐Approval Standard for Fireslop Contraclors:2013
C UL(FRD)‐Fire Resも tance Direclory;current edniOn
l.04 DEFINIT10NS
A. AssemblyI Palicular arangement of malerials specinc tO given type of oonstruction described o「
deta∥ed in referenced documents
B Barrers:Time rated lre walls,smoke barner walls,lme rated ce∥ing川 oor assemb∥es and
stnJctura1 loors
C Firestopping:Methods and malenals app∥ed in penetrattons and unprotected openhgs lo∥ml
spread of heat,輌 re gasses and smoke
D Penetra∥on:Opening orforeign male百 al passing through。「into barner Or structural noo「such that
fu∥thickness of rated matenals is not obtained
E.」oint interruplon to a nre‐rated assembly occur"ng atinterace between l)adlacent Seclions of
wa∥,2)interSecting wa∥s,3)lop Of Wa∥and ce∥ing,structura1 loo「or roof deck,4)wa∥and edge
of structura1 loor,5)adiaCent sections ofstructura1 loor
F SystemI Specinc prOducls and app∥calons,classined and numbered by Undettvttters
Laboratones,inc lo close specnc barier penetraOons and iointS
G Sleevel Metalfabrlcation or pipe section exlending through thickness of barrier and used lo
permanently guard penetration. Sleeves are desc百 bed as part of penetrating system in othe「
sections and may o「may not be requlred
l.05 SYSTEM DESCR:PTiON
A Design Requirements:
PROJECT N0 18‐172‐1197 078400‐1cOpynght 2016 by KLUBER,INCI A∥R ghts Reserved
SECT10N 07 84 00
FIRESTOPPING
1 . Fire+ated construction: Maintain barrier and structural floor fire resistance ratings including
resistance to cold smoke at all penetrations, connections with other surfaces or types of
construction, at separations required to permit building movement and sound or vibration
absorption, and at other construction gaps.
2. Smoke banier construction: Maintain barrier and structural floor resistance to cold smoke at all
penetrations, connections with other surfaces and types of construction and at all separations
required to permit building movement and sound or vibration absorption, and at other
construction gaps.
1.06 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.
B. Schedule of Firestopping: List each type of penetration, fire rating ofthe penetrated assembly,
and flrestopping test or design number.
1 . Provide manufacturet,s qualifled engineering judgements for non-standard applicaitons.
C. Product Data: Provide data on product characteristics, performance ratings, and limitations.
D. Manufacture/s lnstallation lnstructions: lndicate preparation and installation instructions.
E. Manufacture/s Certificate: Certify that products meet or exceed specified requirements.
1.07 OUALITYASSURANCE
A. Fire Testing: Provide firestopping assemblies of designs that provide the scheduled fire ratings
when tested in accordance with methods indicated.
1. Listing in the cunent-year classification or certification books of UL will be considered as
constituting an acceptable test report.
2. Submission of actual test reports is required for assemblies for which none of the above
substantiation exists.
B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this
section with minimum three years documented experience.
C. lnstaller Qualifications: Company specializing in performing the work of this section and:
1 . Approved by Factory Mutual Research under FM Standard 4991, Approval of Firestop
Conkactors .
2. With minimum 3 years documented experience installing work of this type.
3. Able to show at least 5 satisfactorily completed projects ofcomparable size and type.
4. Licensed by authority having jurisdiction.
5. Approved by firestopping manufacturer.
1.08 MOCK-UP
A. lnstall one firestopping assembly representative of each fire rating design required on project.
1 , Where one design may be used for different penetrating items or in different wall constructions,
install one assembly for each different combination.
B. Obtain approval of authority having jurisdiction before proceeding.
C. lf accepted, mock-up will represent minimum standard for the Work.
PRO」ECT N0 18172‐1197 078400‐2cOpynght 2016 by KLUBER′INCt A∥R ghts Reserved
SECT10N 07 84 00
FIRESTOPPING
D.r accepted,mock‐up may remain as part ofthe Work.Remove and replace mock‐ups not
accepted
l,09 DELIVERY,STORACE AND HANDL:NG
A Deliver producls in original,unopened packaging Ⅷth legible manufaclurers identincatiOn
B Coordittate de∥very with scheduled insta∥ation dale to minimize storage ume at ste
C Store mate∥als in a clean,dry,venulated localon Protect malenals from freezing r required by
manuFacturer.
1.10 FiELD CONDIT:ONS
A.Comply wth lresloplng manufacturers recOmmenda∥ons forlemperature and cond∥ons dunng
and alerinsta∥alon Maintain minimum temperature before,duttng,and for 3 days ater
insta∥ation of male"als
B Provide venJlalon in areas where solvent‐cured matenatt are being installed
PART 2 PRODUCTS
2.01 FIRESTOPPiNG ASSEMBL!ES
A Firestopping:Any malettal meelng requiremenls
l Fire Ralngs:Use any syslem“sled by UL ortested in accordance面 th ASTM E 814thathas F
Ralng equallo lre raung of penetrated assembly and T Ra∥ng Equalto F Ralng and that
meets a∥other speclled requiremenls.
2.02 MATERIALS
A Accepatable Manufacturers:As lsled in UL(FRD)for specnc uL Deslgn Number
B Fi∥,Vold or Cavity Matenab:cOnform to UL(FRD)‐XHHW
C Firestop Devices:Conforrnto uL(FRD)‐XH」l.
D Forming MateHalsi Conform lo UL(FRD)‐XHKU.
E Mechancal」oint Assemb∥esi Conform lo UL(FRD)‐XHLP
F PacttngMatenaLAsrequredbyspecncuLDedgnNumberforiointsyslemor
through‐penetralon lreslop system
G Pttmers,Sieeves,Forms,insulalon,Packing,Stufrng,and Accessones:Type required fortested
assembly design.
PART 3 EXECUT:ON
3.01 EXAMiNAT!ON
A Ve∥fy openings are ready lo receive the work ofthis section
l Ve"fy barreriointS and penetralons are prope∥y sized and in sunable∞ndllon for app∥caJon
of malenals
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FIRESTOPPING
3.02 PREPARAT:ON
A Clean substrate suraces Of din,dust,9rease,ol,loose mate面 at or Other materthat could
adversew attCl bOnd oflreslopping matena.
B Removeincompa∥ble matenais that cOuid adversely attct bond
3.03 :NSTALLAT10N
A lnsla∥matenalsin manner descnbed in uL(FRD)o「lre test repol and in accordance with
manufacturers instruclons,complelely closing Openings
B Do notcover mstJね d lrestoplng un■hspected by authonty ha宙 ngル ∥sdttbn.
C lnsta∥labe∥ng required by code
3.04 CLEAN:NG AND PROTECT10N
A Prolect adiaCent suraces frOm damage by malenalinstallalon
B Palch orreplace lrestopping damaged by work of other seclions
END OF SECT:ON
PRO」ECT N0 18‐172-1197 078400-4
cOpynght 2016 by KLUBER,lNC:A∥RIghts ReseⅣed
SECT10N 07 84 00
FIRESTOPPING
SECT:ON 07 90 05
」OINT SEALERS
PART l GENERAL
l.01 SECT10N INCLUDES
A Expansion ioint sealers
l,02 RELATED REQUIREMENTS
A Seclion 07 84 00‐FiresloppingI Fireslopping sealants
B Seclon 09 21 16‐Gypsum Board AssembllesI Acouslc sealant
l.03 REFERENCE STANDARDS
A ASTM C920‐Standard SpecincatiOn fOr Elaslomedc」oint Sealantsi 2014
B ASTM Cl193‐Standard Guide for Use of」oint Sealants:2013
C SCAQMDl168‐South Coast Ai「Qua∥ty Management Distnct Rule No l168i current edlion
l.04 ADMiN:STRATⅣE REQUIREMENTS
A Coordinate the work wnh Other sections referencing this seclon
l.05 SUBMITTALS
A See Seclon 01 30 00‐Administrative Requrements,for submital procedures
B Producl DalaI Provide data indicating sealant chemical characlensucs,
C SamplesI Subml one samples,2 inch in size∥luslraJng seaiant colors for seleclon
D Manufacturers lnsta∥alon lnstruclons: indicate special procedures.
1.06 QUALiTY ASSURANCE
A Manufacturer Qua∥lcalons:Company spedalizing in manufactu"ng the Products specned in thに
section面 th m nimum 5 years expedence
B App∥calor Qua∥lcaJons:Company specia∥zing in pe“oming the work ofthis section wth
minimum three years documented expenence and approved by manuracturer.
1.07 FiELD COND!T:ONS
A Maintain lemperature and humidiけ reCOmmended bythe sealant manufacturer duttng and aler
insta∥atlon.
1.08 WARRANTY
A See Seclon 01 78 00‐Closeout Submitals,for addnional waranty requirements.
B Correct defeclive work、Mthin a nve year penod ater Date of Subslanual cOmplelon
C Warranly:hdude coverage for hstJled seJanls and accessoles w∥ch fa∥lo achbve d面 ght
Seat eXhibitloss of adhesion or cohesion,or do not cure
PROJECT N0 18‐172‐1197 079005‐1cOpynght 2016 by KLUBER,INC:A∥Rights Reserved
SECT10N 07 90 05
JOINT SEALERS
PART 2 PRODUCTS
2.OI JOINT SEALANTS
A. Sealants and Primers - General: Provide only products having lower volatile organic compound
(VOC) content than required by South Coast Air Quality Management District Rule N0.1168.
B. Type S-1 - Acrylic Sealant: ASTM C920, Grade NS, Class 12-112, Uses NT, M, A, 0; single
component, solvent curing, non-staining, non-bleeding, non-sagging.
1. Color: Match adjacent finished surfaces.
2. Movement Capability: Plus and minus 12-112 percent.
C. Type S-3 - Nonsag Polyurethane Sealant: ASTM C920, Grade NS, Class 25, Uses NT, l, M, A, G,
0; single component, chemical curing, non-staining, non bleeding, non-sagging type.
1. Color: Match adjacent finished surfaces.
2. Movement Capability: Plus and minus 25 percent.
D. Type 54 - Self-Leveling Polyurethane Sealant: ASTM C920, Grade P, Class 25 minimum; Uses
T, l, M, A, O; single component, chemical curing, non staining, non bleeding, capable of
continuous water immersion, selfleveling type.
1. Color: Gray.
2. Movement Capability: Plus and minus 25 percent.
3. Service Temperature Range: 40 to'180 degrees F.
4. Shore A Hardness Range: 20 to 35.
E. Type S-5 - Self-leveling or Non-sag Silicone Sealant: ASTM D5893, Type S, Grade NS or P,
Class 100/50 minimum; Uses T, A, G, M, 0; single component, neutral curing, non-bleeding.
1, Color: To be selected by ArchitecuEngineer from manufactureis standard range.
2. Movement Capability: Plus 100 percent, minus 50 percent.
F. Type 5-6 - Silicone Sealant: ASTM C920, Grade NS, Class 25 minimum; Uses NT, A, G, M, 0;
single component, neutral curing, non-sagging, non-staining, fungus resistant, non-bleeding.
1. Color: Clear.
2, Movement Capability: Plus and minus 25 percent.
G. Type S-7 - Nonsag Silyl-terminated Polyether Sealant: ASTM C920, Grade NS, Class 25
minimum, Uses NT, A, G, M, 0; single component, non-sagging, non-staining, non-bleeding.
1. Cure Type: Neutral.
2. Color: Match adjacent linished surfaces.
3. Movement Capability: Plus and minus 50 percent.
2,02 ACCESSORIES
A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.
B. Joint Cleaner: Non-conosive and non-staining type, recommended by sealant manufacturer;
compatible with joint forming materials.
C, Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.
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SECT10N 07 90 05
」01NT SEALERS
PART 3 EXECUT:ON
3.01 EXAMINAT10N
A,Venwthat substrale suraces are readyto recelve wcrk.
B ven″thatiOht bac∥ng and release tapes are compauble面 th sealant
3.02 PREPARAT10N
A Remove loose malenals and foreign materthat could impalr adhesion of sealant
B Clean and p∥me loints in accordance面 th manufaclurers instrucJons
C Pe∥brm preparaionin accordance wnh manufacturersinstrucions and ASTM Cl193
D Prolect elements surounding the work ofthis section from damage or disfgurement
3.03 1NSTALLATiON
A Perorm wOrkin accordance輛 th sealant manufacturers requirements fo「preparation of suFaces
and matenalinsta∥alon instruclions
B,Pemm insta∥aJon n accordance Ⅵnth ASTM Cl193.
C,Measure10ht dmensbns and dzeldnt backersto ac∥eve前 dth‐lo‐depth ralo,neck dimensbn,
and surace bOnd area as recommended by manufacturer,except where specmc dimendOns are
indtaled.
D lnsta∥bond breakerwhere ioint bac∥ng is not used
E lnsta∥sealantfree of ar pockets,foreign embedded mater,∥dges,and sags
F Appv sea!ant輌 thin recommended app∥cation lemperature ranges,Consun manufacturer when
sealant cannot be app∥ed輛 thin these temperature ranges
G Toolioints concave.
3.04 CLEANING
A Clean adiacent sOiled suraces,
3.05 PROTECT:ON
A Protect sealants unll cured.
3.06 SCHEDULE
A Control and Expansion」oints in Paving: Type S‐4B Control,Expansionl and Sot」oints in Masonry,and Belween Masonry and Adiacent WOrk:Type
S‐3,S‐5 or S-7
C. lnle∥o「」oinls for Which No Other Sealantis lndicatedi Type S‐1;
D Control and Expansion」oints in lntettor Concrete Siabs and Floors Type S‐4.
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SECT10N 07 90 05
」01NT SEALERS
E. Joints Between Plumbing Fixtures and Walls and Floors, and Between Countertops and Walls:
Type 5-6.
PROJECT N0 18‐172‐1197 079005‐4Copyttght 2016 by KLUBER,INC IA∥Rights Reserved
SECT10N 07 90 05
」01NT SEALERS
SECT:ON 08 31 00
ACCESS D00RS AND PANELS
PART l GENERAL
l.01 SECT10NiNCLUDES
A Wa∥access door and frame units
B Schedule of addllonal doors to be provided beyond those shown on the Drawings.
1.02 RELATED REQU:REMENTS
A Seclon 09 21 16‐Gypsum Board Assembhes: Openings in panitiOns and dwwva∥ce∥ings
B Seclion 09 90 00‐Painung and Coaung: Field paint inish
l.03 SUBM!TTALS
A See Section 01 30 00‐Administrative Requirements,for submital procedures
B Ploducl Data: Provide sizes,types,inishes,hardware,scheduled locations,and deta∥s of
a可 0輛 ng wok
C.Shop Drawings:lndicate exacl pos∥on ofa∥access doo「units
D Manufacturers lnslallalon lnstruclonsI lndtate insta∥alon requirements.
E.Prolect Record Documents Record actuJ bcaJons of Jl a∝ess unls
PART 2 PRODUCTS
2.01 ACCESS D00R AND PANEL APPLiCAT:ONS
A.Walls,unless othewuse lndicated:
1. MalettaL Sleei
a.Wa∥sin Wet Areas:Sleel,hol‐dipped zinc or zinc‐aluminum‐a∥oy coated
2 Size1 16 x 16 inches,unless othenvise indicated
3 Standard duty,hinged door
4 Tool‐operaled spring o「cam locki no handle.
5. in Gypsum BOard: Dwa∥bead iame輛 th door surace lush wth wa∥surace
6 in Masonry:Surace mounted frame wnh d00「suFace lush wnh frame surace
2.02 WALL AND CEILING UN:TS
A Manufaclurers:
l Access Pane!Solulons,lncI ―accesspaneisolullons com
2 Acudo「Products lnc: ―acudor com
3 3abcock‐Davis: ―.babcockdavls com
4. Cendrex,lnc: ―cendrex.com.
5 Karp Associates,lnc:―karpinc com
6.M∥co「by Commerclal Producls Group Of Han&c001ey,lncI―.m∥connc cOm
PRO」ECT N0 18‐172‐1197 083100‐1Copylgh1 2016 by KLUBER,INCIA∥Rights Resen7ed
SECT10N 08 31 00
ACCESS D00RS AND PANELS
B. Access Doors: Factory fabricated door and frame units, fully assembled units with corner joints
welded, filled, and ground flush; square and without rack or warp; coordinate requirements with
assemblies units are to be installed in.
'1. Door Style: Single thickness with rolled or turned in edges.
2. Frames: 16 9a9e,0.0598 inch, minimum.
3. Heavy Duty Frames: 149a9e,0.0747 inch, minimum.
4. Single Thickness Steel Door Panels: 0.070 inch, minimum.
5. Steel Finish: Primed.
6. Primed Finish: Polyester powder coat; manufacture/s standard color.
7. Hardware:
a. Hinges for Non-Fire-Rated Units: Concealed, constant force closure spring type.
b. Latch/Lock: Screw driver slot for quarter turn cam latch.
c. Gasketing: Extruded neoprene, around the perimeter of the door panel.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that rough openings are conectly sized and located.
3,02 INSTALLATION
A. lnstall units in accordance with manufacture/s instructions.
B. lnstallframes plumb and level in openings. Secure rigidly in place.
C. Position units to provide convenient access to the concealed work requiring access.
END OF SECTION
PRO」ECT N0 18‐172‐1197 083100‐2Copy∥ght2016 by KLUBER,lNCI A∥R ghts Reserved
SECT10N 08 31 00
ACCESS D00RS AND PANELS
SECT10N 09 05 61
COMMON WORK RESuLTS FOR FL00RINC PREPARAT!ON
PART l GENERAL
l.01 SECT10N:NCLUDES
A This seclon app∥eslo a∥loors iden1led in the contracl documents as lo receive the folowing
lypes ofloor covenngs
l Thin‐set ceramic∥le and slone ule
B Preparation of new and existing concrete loor slabs forinsta∥ation of loor covenngs
c Tesung of concrete loor dabs for moお ture and alka∥ntty(pH).
D`Remedialon of concrete loor slabs due to unsalsfactory moislure or alka∥nty(pH)COndmOns
l Contractor sha∥perorrn a∥specined remediation of concrete noOr slabs lf such rernediation is
indicated by lesling agencプ s repon andも due to a cond面 on not under Contraclors cOntrol o「
could not have been predicted by examina∥on pno「to enlettng into the contracl,a contract
mOdinca10n輌 ∥be issued
E. Patching compound.
F Remedia1 loor coatings
l,02 REFERENCES
A ASTM C1097C109M‐Standard Tesl Method for Compressive Strength of Hydrau∥c Cement
Monars(uslng 21n.or(50‐mm)Cube specimens)2013.
B.ASTM C472‐Standard Test Methods for Physical Tesung of Gypsum,Gypsum Plasters and
Gypsum ConcЮ tQ 1999(ReappЮ ved 2014)
C.ASTM F710‐Standard Pracuce for Prepanng COncrete Floors lo Receive Res∥ient Floo∥ng:2011
D.ASTM F1869‐Standard Tesl Method for Measunng MOisture Vapor Emission Rate of Concrete
Subloor Using Anhydrous Calcium Chlo面 de1 2011
E.ASTM F2170‐Standard Test Method for Determining Relauve Humidily in Concrele Floor Siabs
Using in snu PrObes;2011
1.03 SuBM:TTALS
A.Floor Covenng and Adhesive Manuracturers'Product Lnerature:For each specinc combinalon of
substrate,loor covering,and adhesive to be usedi showlngi
l Moisture and alka∥nly(pH)∥mttS and test methods.
2. Manufacturers required bondlcompajb∥社y test procedure
B TesJng Agency's Repol:
1. Description of areas testedi include loor plans and photographs if helpful
2 Summary of condtions encountered
3 Moisture and alka∥nly(pH)teSt repo■s4. Copies of specined test methods.
5 Recommendations forremedia∥on of unsalsfactory sulfaces
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6, Submit repo( to ArchitecUEngineer.
7. Submit report not more than two business days after conclusion of testing.
C. Adhesive Bond and Compatibility Test Report.
1.04 QUALITYASSURANCE
A. Moisture and alkalinity (pH) testing shall be performed by an independent testing agency
employed and paid by Conhactor.
B. Testing Agency Qualifications: lndependent lesting agency experienced in the types of testing
specified.
1 . Submit evidence of experience consisting of at least 3 test reports of the type required, with
project Owner's project contact information,
C, Contracto/s Responsibility Relating to lndependent Agency Testing:
1 . Provide access for and cooperate with testing agency.
2. Confirm date of start oftesting at least 10 days prior to actual start.
3. Allow at least 4 business days on site for testing agency aclivities.
4. Achieve and maintain specified ambient conditions.
5. Notify ArchitecUEngineer when specilled ambient conditions have been achieved and when
testing will start.
1,05 FIELD CONDITIONS
A. Maintain ambient temperature in spaces where concrete testing is being performed, and for at
least 48 hours prior to testing, at not less than 65 degrees F or more than 85 degrees F.
B. Maintain relative humidity in spaces lvhere concrete testing is being performed, and for at least 48
hours prior to lesting, at not less than 40 percent and not more than 60 percent.
PART 2 PRODUCTS
2.01 MATERIALS
A. Patching Compound: Floor covering manufacturer's recommended product, suitable for
conditions, and compatible with adhesive and floor covering. ln the absence of any
recommendation from flooring manufacturer, provide a product with the following characteristics:
1. Cementitious moisture-, mildew-, and alkali-resistant compound, compatible with floor, floor
covering, and floor covering adhesive, and capable of being feathered to nothing al edges.
2. Compressive Strength: 3000 psi, minimum, after 28 days, when tested in accordance with
ASTM C109/C109M or ASTM C472, whichever is appropriate.
B. Altemate Flooring Adhesive: Floor covering manufacture/s recommended product, suitable for
the moisture and pH conditions present; low.VOC. ln the absence of any recommendation from
flooring manufacturer, provide a product recommended by adhesive manufacturer as suitable for
substrate and floor covering and for conditions present.
C. Remedial Floor Coating: Single- or multi-layer coating or coating/overlay combination intended by
its manufacturer to resist water vapor transmission to degree sufficient to meet flooring
manufacture/s emission limits, resistant to the level of alkalinity (pH) found, and suitable for
adhesion of flooring without further treatment.
PRoJECT NO. 18-172-1197 09 05 61 - 2 SECTIoN 09 05 61
Copyright 2016 by KLUBER, lNC,; All Rights Reserved COMMON WORK RESULTS FOR FLOORING PREPAMTION
1. Thickness: As required for application and in accordance with manufactureis installation
instruction.
2. lf testing agency recommends any particular products, use one of those.
PART3 EXECUTION
3.01 CONCRETE SLAB PREPARATION
A. Perform folloWng operations in the order indicated:
1. Preliminarycleaning.
2. Moisture vapor emission tests; 3 tests in the first '1000 square feet and one test in each
additional 1000 square feet, unless otheruise indicated or required by flooring manufacturer.
3. lnternal relative humidity tests; in same locations as moisture vapor emission tests, unless
otherwise indicated.
4. Alkalinity (pH) tests; in same locations as moisture vapor emission tests, unless otheMise
indicated.
5. Specified remediation, if required.
6. Patching, smoothing, and leveling, as required.
7. Other preparation specif,ed.
8. Adhesive bond and compatibility test.
9. Protection.
B, Remediations:
1 , Active Water Leaks or Continuing Moisture Migration lo Surface of Slab: Conect this condition
before doing any other remediation; re-test after conection.
2. Excessive Moisture Emission or Relative Humidity: lf an adhesive that is resislant to the level
of moisture present is available and acceptable to flooring manufacturer, use that adhesive for
installation of the flooring; if not, apply remedial floor coating over entire suspect floor area.
3. Excessive Alkalinity (pH): lf remedial floor coating is necessary to address excessive moisture,
no additional remediation is required; if not, if an adhesive that is resistant to the level present
is available and acceptable to the flooring manufacturer, use that adhesive for installation of the
flooring; otherwise, apply a skim coat of specified patching compound over entire suspect floor
atea,
3.02 PRELIMINARYCLEANING
A. Clean floors of dust, solvents, paint, wax, oil, grease, asphalt, residual adhesive, adhesive
removers, film-forming curing compounds, sealing compounds, alkaline salts, excessive laitance,
mold, mildew, and other materials that might prevent adhesive bond.
B. Do not use solvents or other chemicals for cleaning.
3.03 MOISTURE VAPOR EMISSION TESTING
A. Where the floor covering manufactureis requirements conflict with either the referenced test
method or this specification, comply with the manufacture/s requirements.
B. Where this specification conflicts with the referenced test method, comply with the requirements of
this section,
C. Test in accordance with ASTM F1869 and as follows.
PRoJECT N0. 18-172-1197 09 05 61 - 3 SECT|oN 09 05 61
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D. Plastic sheet test and mat bond test may not be substituted for the specified ASTM test method,
as those methods do not quantify the moisture content sufflciently.
E. ln the event that test values exceed floor covering manufacture/s limits, perform remediation as
indicated. ln the absence of manufacturer limits, perform remediation if test values exceed 3
pounds per 1000 square feet per 24 hours.
F. Report: Report the information required by the test method.
3.04 INTERNAL RELATIVE HUMIDITY TESTING
A. Where the floor covering manufaclure/s requirements conflict with either the referenced test
method or this specification, comply with the manufacture/s requirements.
B. Where this specification conflicts with the referenced test method, comply with the requirements of
this section.
C. Test in accordance with ASTM F2170 Procedure A and as follows.
D. Testing with electrical impedance or resistance apparatus may not be substituted for the specified
ASTM test method, as the values determined are not comparable to the ASTM test values and do
not quantify the moisture content sufficiently.
E, ln the event that test values exceed floor covering manufacture/s limits, perform remediation as
indicated. ln the absence of manufacturer limits, perform remediation if any test value exceeds 75
percent relative humidity.
F. Report: Report the information required by the test method.
3.05 ALKALINITYTESTING
A. Where the floor covering manufacturer's requirements conflict with eitherthe referenced test
method or this specification, comply with the manufacture/s requirements.
B. The following procedure is the equivalent ofthat described in ASTM F710, repeated here for the
Contractor's convenience.
C. Use a wide range alkalinity (pH) test paper, its associated chart, and distilled or deionized water.
D. Place several drops of water on a clean surface of concrete, forming a puddle approximately 1
inch in diameter. Allow the puddle to set for approximately 60 seconds, then dip the alkalinity (pH)
test paper into the water, remove it, and compare immediately to chart to determine alkalinity (pH)
reading.
E. ln the event that test values exceed floor covering manufacture/s limits, perform remediation as
indicated. ln the absence of manufacturer limits, perform remediation if alkalinity (pH) test value is
over 10.
3.06 PREPARATION
A. See individual floor covering section(s)for additional requirements.
B. Comply with recommendations of testing agency.
PROJECT N0. 18-172-1197 09 05 61 - 4 SECTION 09 05 61
Copyright 2016 by KLUBER, lNC.iAll Rights Reserved COMMON WORK RESULTS FOR FLOORING PREPARATION
C Compv wnh requirements and recommendalons ofloor covenng manuFacturer
D F∥and smooth suttce cracks,grooves,depresЫ ons,control10ints and other non―moving ioints,
and otherlrregulanties with patching compOund.
E.Do notl∥expansion iointS,iSOlalon lointS,OrOther moving iointS.
3.07 ADHES:VE BOND AND COMPATIBILITY TESTING
A Comply wnh requirements and recommenda∥ons ofloor cove"ng manufacturer.
3.08 APPL!CAT:ON OF REMED:AL FL00R COATING
A Comply wth requirements and recommendauOns Ofcoaung manufacturer.
3,09 PROTECT:ON
A Cove「prepared loors with bu∥ding paper or other durable covering
END OF SECT10N
PROJECT N0 18‐172‐1197 09o561‐5 SECT10N 09 05 61
Copylght 2016 by KLUBER,INCI A∥R ghts Reserved COMMON VVORK RESULTS FOR FL00RING PREPARAT10N
sEcTtoN 09 21 16
GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Acoustic insulation.
B. Gypsum wallboard.
C. Joint treatment and accessories.
1.02 REFERENCESTANDARDS
A. ANSI A108.1'l-SystemDeleted - American National Standard for lnterjor lnstallation of
Cementitious Backer Units; 20'10 (Revised).
B. ANSI A118.g-SystemDeleted - American National Standard Specifications for Test Methods and
Specifications for Cementitious Backer Units; '1999 (Reaffirmed 2010).
C. ASTM C475lC475M - Standard Specification for Joint Compound and Joint Tape for Finishing
Gypsum Board; 2015.
D, ASTM C557 - Standard Specification for Adhesives for Fastening Gypsum Wallboard to Wood
Framing; 2003 (Reapproved 2009).
E. ASTM C840 - Standard Specification forApplication and Finishing ofGypsum Board; 2013.
F. ASTM C'1002 - Standard Specification for Steel Self Piercing Tapping Screws for Application of
Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2014.
G. ASTM C1047 - Standard Specification for Accessories For Gypsum Wallboard and Gypsum
Veneer Base; 2014a.
H. ASTI/ C1325 - Specification for Non-Asbestos Fiber-Mat Reinforced Cementitious Backer Units;
2014.
l. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface of lnterior
Coatings in an Environmental Chamber; 2012.
J. GA-216 - Application and Finishing of Gypsum Board; 2013.
1,03 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: lndicate special details associated with lireprooling and acoustic seals.
C. Product Data: Provide data on metal framing, gypsum board, accessories, and.joint finishing
system.
D. Product Data: Provide manufaclurer's data on pafftion head to structure connectors, showing
compliance with requirements.
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SECT10N 09 21 16
GYPSUM 30ARD ASSEMBL ES
1.04 QUALITY ASSURANCE
A. lnstaller Qualifications: Company specializing in performing gypsum board application and
finishing, with minimum 5 yeaE of documented experience,
PART 2 PRODUCTS
2.01 GYPSUM BOARD ASSEMBLIES
A. Provide completed assemblies complying with ASTM C840 and GA-216.
1 . See PART 3 for finishing requirements.
2.02 BOARD MATERIALS
A. Backing Board For Wet Areas: One of the following products:
1. Application: Surfaces behind tile in all areas, including Shower Enclosures.
2. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
3. ANSI Cement-Based Board: Non-gypsum-based; aggregated Portland cement panels with
glass fiber mesh embedded in front and back surfaces complying with ANSI
Al 1 8.9-SystemDeleted or ASTM C1 325.
a. Thickness: 1/2 inch.
b. Products:
1 ) Custom Building Products: www.custombuildingproducts.com.
2) National Gypsum Company; PermaBase Cement Board: www.nationalgypsum.com.
3) USG Corporation: www.usg.com.
4) Substitutions: See Section 01 60 00 - Product Requirements.
2.03 FIBERGLASS REINFORCED BOARD MATERIALS
A. Cementitious Backer Board: ANSI A118.9, aggregated portland cement panels with glass fiber
mesh embedded in front and back surfaces, 'l12 inch thick.
2.04 ACCESSORIES
A. Acoustic Sealant: Non-hardening, non-skinning, for use in conjunction with gypsum board.
B. Finishing Accessories: ASTM C1047, galvanized steel or rolled zinc, unless otherwise indicated.
1. Types: As detailed or required for finished appearance.
2. Special Shapes: ln addition to conventional cornerbead and control joints, provide U-bead at
exposed panel edges.
3. Manufacturers - Finishing Accessories:
a. Same manufacturer as framing materials.
C. Joint Materials: ASTM C475 and as recommended by gypsum board manufacturer for project
conditions.
1. Tape: 2 inch wide, coated glass fiber tape for joints and corners, except as otherwise indicated.
2. Ready-mixed vinyl-based joint compound.
D. Screws for Attachment to Wood Members, and to Gypsum Board: ASTMC1002; self-piercing
tapping type; cadmium-plated for exterior locations.
E. Adhesive for Attachment to Wood: ASTM C557.
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SECT10N 09 21 16
GYPSUM BOARD ASSEMBLIES
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that project conditions are appropriate for work of this section to commence.
3.02 ACOUSTICACCESSORIESINSTALLATION
A. Acoustic lnsulation: Place tightly within spaces, around cut openings, behind and around electrical
and mechanical items within partitions, and tight to items passing through partitions.
B. Acoustic Sealant: lnstall in accordance with manufacturer's instructions.
1 . Place two beads continuously on subshate before installation of perimeter framing members.
2. Place continuous bead at perimeter of each layer of gypsum board.
3. ln non-fire+ated construction, seal around all penetrations by conduit, pipe, ducts, rough-in
boxes, and other membrane penetrations of gypsum board,
3.03 BOARDINSTALLATION
A. Comply with ASTM C 840 and manufacture/s instructions. lnstall to minimize butt end joints,
especially in highly visible locations.
B. Single-Layer Non-Rated: lnstall gypsum board in most economical direction, with ends and edges
occuning over flrm bearing.
1 . Exception: Tapered edges to receive joint treatment at right angles to framing.
C. Fire-Rated Construction: lnstall gypsum board in strict compliance with requirements of assembly
listing.
D. Cementitious Backing Board: lnstall over steel framing members, in accordance with ANSI
A108.1'1 and manufactureds instructions.
E. lnstallation on Metal Framing: Use screws for attachment of gypsum board except face layer of
non+ated doublelayer assemblies, wlrich may be installed by means of adhesive lamination.
3.04 INSTALLATION OF TRIM AND ACCESSORIES
A. ControlJoints: Place controljoints consistent with lines of building spaces and as indicated,
1 . Not more than 30 feet apart on walls and ceilings over 50 feet long.
B. Comer Beads: lnstall at e(ernal corners, using longest practical lengths.
C. Edge Trim: lnstall at locations where gypsum board abuts dissimilar materials and as indicated.
3.05 JOINTTREATMENT
A. Finish gypsum board in accordance with levels dellned in ASTM C840, as follows:
'1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise indicated.
2. Level 3: Walls to receive tile flnish.
3. Level 1: Wall areas above finished ceilings nol exposed to view, whether or not accessible in
the completed construction.
B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to
receive finishes.
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SECT10N 09 21 16
GYPSUM BOARD ASSEMBLIES
1. FeathercoatsofiointcOmpoundsothatcamberismaximumlノ 32 inch
2. Taplng,11lng and sanding is not required at base layer of double layer app∥caJons.
C F∥and nnish iOints and co「ners of cemenJlous backing board as recommended by manuFacturer.
3.06 TOLERANCES
A Maximum Vana10n Of Finished Gypsum Board Surace frOm True Flatness:178 inch in 10 feetin
any direclon
END OF SECT:ON
PRO」ECT N0 18‐172‐1197 092116‐4Copy∥ght 2016 by KLUBER,INCIA∥R ghts Reser・ 7ed
SECT10N 09 21 16
GYPSUM BOARD ASSEMBLIES
SECT:ON 09 30 00
T:LING
PART l GENERAL
l.01 SECT10N INCLUDES
A, T∥e lorloor app∥cations
B T∥e for wa∥app∥calons.
C Cement性 ious backer board as lle subslrale.
D Ce「amic accessones
E Ceramict∥mF,Non‐ceramic t∥ml.02 RELATED REQUIREMENTS
A Secuon o9 21 16‐Gypsum Board AssembliesI lnsta∥aOon oftile backer board
l.03 REFERENCE STANDARDS
A ANSI A1087Al18ノ A136.1‐Amencan Nalonal Slandard Specinca10ns forthe lnsta∥alon of
Ceramic T∥e(Compendium)2013.1.
B ANSIA108.la‐Ame」can National Standard Specincalons fOrinsta∥auon Of ceramic Tile in the
Wel‐Set Method,輛 th Podand Cement Motat 2014.
C ANSIA108.lb‐Amencan Nauonal standard SpecincattOns forlnstallalon of Ceramic T∥e on a
Cured Po眈 :and Cement Mortar Seting Bed Ⅵハth Dry_Set or Latex‐Pottland Cement Morta町 1999
(Reammed 2010)
D.ANSI A108 1c‐SpecincattOns lor Cont「aclors Op10n: insta∥alon of Ceramic T∥e in the Wel‐Set
Method wnh PO眈 land Cement Monar Orlnsta∥alon of Ceramic T∥e on a Cured Ponland cement
MOnar Bed wnh Dry‐Set or Latex‐Podand Cement 1999(Reammed 2010).
E ANSIA108 4‐Amencan Na∥onal Standard Specinca10ns for lnsta∥alon oF Ceramic T∥e with
Organt Adhe●ves or Water C僣 anaЫ e T∥e‐Semng EpOxy Adhes市 q2009(Reused)
F ANSIA103.5‐Amencan Nalonal Standard Specinca10ns forlnsta∥auon of ceramic T∥e ⅥЛth
Dry‐Set Ponland cement Mottar or Lalex‐Ponland cement Monal 1999(Reafrrmed 2010)
G ANSIA103.6‐AmeHcan Nalonal Standard Specinca10ns forlnstallalon of Ceramic T∥e wlth
Chemに J ReЫ stant,Water Cttanable T∥e‐Seting and‐Groulng Epoxy1 1999(Reafrrllned 201 0)
H.ANSI A108 8‐Amencan Nalonal Standard Specinca10ns forlnsta∥aJon of Ceramic T∥e with
Chemical Redstant Furan Resh Mo■ar and Crout 1999(Reammed 2010)
I ANSIA108.9‐Amencan National Standard Specincatlons fOrinsta∥alon of Ceramic Tile with
Modmed Epoxy Emuに bn MonarcrOut 1999(Reamrmed 2010)
J ANSIA108.10‐Ame∥can Nalonal Standard SpecincaJOns forinsta∥auon of Groutin Tilework;
1999(Reafrrmed 2010)
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SECT10N 09 30 00
TILING
K. ANSI A108.1 1 - American National Standard Specifications for lnterior lnstallation of Cementitious
Backer Units; 2010 (Reaffirmed 2016).
L. ANSI A108.1 1-SystemDeleted - American National Standard for lnterior lnstallation of
Cementitious Backer Units; 2010 (Revised).
M. ANSI A108.12 - American National Standard for lnstallation of Ceramic Tile with EGP (Exterior
Glue Plywood) Latex-Portland Cement Mortar; 1999 (Reaffirmed 2010).
N. ANSI A108.13 - American National Standard for lnstallation of Load Bearing, Bonded, Waterproof
Membranes for Thin-Set Ceramic Tile and Dimension Stone; 2005 (Reaffirmed 20'10).
0. ANSI A1 18.3 - American National Standard Specifications for Chemical Resistant, Water
Cleanable Tile-Setting and -Grouting Epoxy and Water Cleanable Tile-Setting Epoxy Adhesive;
2013 (Revised).
P. ANS I A1 18.4 - American National Standard Specifications for Modified Dry-Set Cement Mortar;
2012 (Revised).
Q. ANSI A1 18.7 - American National Standard Specifications for High Performance Cement Grouts
for Tile lnstallation; 2010 (Revised).
R. ANSI A'l '18.9 - American Nalional Standard Specifications for Test Methods and Specifications for
Cementitious Backer Units; 1999 (Reaffirmed 2016).
S. ANSI A118.12-American National Standard Specifications for Crack lsolation Membranes for
Thin-set Ceramic Tile and Dimension Stone lnstallation; 2014.
T. ANSlA137.1 - American National Standard Specifications for Ceramic Tile; 2013.1.
U. ASTM F7'10 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 201'1.
V. ASTM F1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete
Subfloor Using Anhydrous Calcium Chloride; 201 1 .
W. TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile lnstallation; 2015.
,I.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of this
seclion; require attendance by all affected installers.
1.05 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories. lnclude
instructions for using grouts and adhesives.
C. Shop Drawings: lndicate tile layout, patterns, color arrangement, perimeter conditions, junctions
with dissimilar materials, control and expansion joints, thresholds, ceramic accessories, and setting
details.
D. Samples for Selection: Manufacture/s color line sample boards/books.
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SECT10N 09 30 00
TIL NG
E. Samples for Veriflcation: Mount selected tile and apply grout on two plyrlood panels, minimum 18
x 18 inches in size illustrating pattern, color variations, and grout joint size variations.
F. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
G. Maintenance Data: lnclude recommended cleaning methods, cleaning materials, stain removal
methods, and polishes and waxes.
H. Maintenance Materials: Fumish the following for Owne/s use in maintenance of project.
1. See Section 01 60 00 - Product Requirements, for additional provisions.
2. Extra Tile: 10 square feet ofeach size, color, and surface finish combination.
1.06 OUALITYASSUMNCE
A. Maintain one copy of and ANSI 4108/A1 1 8/A1 36.1 and TCNA (HB) on site.
B. Manufacturer Qualifications: Company specializing in manufacturing the types of products
specified in this section, with minimum 5 years of documented experience.
C. lnstaller Qualifications: Company specializing in performing tile installation, with minimum of 5
years of documented experience.
1.07 DELIVERY, STOMGE, AND HANDLING
A. Protect adhesives from freezing or overheating in accordance with manufacture/s instructions.
1.08 FIELD CONDITIONS
A. Do not install solvent-based products in an unventilated environment.
B. Maintain ambient and substrate temperature of 50 degrees F during installation of mortar
materials.
PART 2 PRODUCTS
2.01 TILE
A. Manufacturers:
1. American 0lean Corporation: www.americanolean,com.
2. Substitutions: Not permitted.
B. Glazed Wall Tile : ANSI A137.1; match existing.
C. Porcelain Floor Tile : ANSI A137.1; match existing floortile.
2.02 TRIM AND ACCESSORIES
A. Ceramic Accessories: Glazed finish, same color and linish as adjacent field tile; same
manufacturer as tile.
B. Non-Ceramic Trim: Satin natural anodized extruded aluminum, style and dimensions to suit
application, for setting using tile mortar or adhesive.
1, Applications: Use in the following locations:
a. Open edges of floor tile.
2. Manufacturer:
PRO」ECT N0 18‐172‐1197 093000‐3Copylght 2016 by KLUBER,INCI AI R ghts Reserved
SECT10N 09 30 00
T LING
a. Schluter-Systems: wwwschluter.com - Radius Profiles.
b. Genesis APS lnternational: www.genesis-aps.com - Radius Profiles,
c. Substitutions: See Section 01 60 00 - Product Requirements.
2.03 SETTING MATERIALS
A. Provide setting materials made by the same manufacturer as grout.
B. Latex-Portland Cement Mortar Bond Coat: ANSI A118.4.
1. Application(s): Use this type of bond coat where indicated and where no other type of bond
coat is indicated.
2.04 ADHESIVEMATERIALS
A. Manufacturers:
1. Bostik lnc: www.bostik-us.com.
2. Mapei Corporation: www.mapei.com.
3. Substitutions: See Section 01 60 00 - Product Requirements.
2.05 MORTAR MATERIALS
A. ManufactureB:
'1. Bostiklnc: www.bostik-us.com.
2. Substitutions: See Section 01 60 00 - Product Requirements.
B. Mortar Bond Coat Materials:
2.06 GROUTS
A. Manufacturers:
1. Bostik lnc: www.bostik-us.com.
2. Substitutions: Not permitted.
B, Polymer Modified Grout: ANSI A118.7 polymer modified cement grout.
1. Applications: Use this type of grout for wall tile applications.
2. Use sanded grout forjoints 1/8 inch wide and larger; use unsanded grout forjoints less than
1/8 inch wide.
3. Colo(s): Match existing.
C. Epoxy Grout: ANSI A'118.3 chemical resistant and water-cleanable epoxy grout.
1 . Applications: Use this type of grout for lloor tile and wall base applications.
2. Colo(s): Match existing.
2,07 ACCESSORYMATERIALS
A. Underlayment Membrane at Shower Floors: Specifically designed for bonding to thin-set setting
mortar; not primarily a waterproofing material and having the following characteristics:
1. Crack Resistance: No failure at 1/16 inch gap, minimum; complywith ANSI A118.12.
2. Uncoupling Function: Allowfor separation between membrane and the mortar adhering tile to
the membrane when subjected to excessive substrate movement.
3. Suitable for installation over green concrete.
4. Do Not Use: Gypsum or cementitious based seltleveling underlayment.
PRO」ECT N0 18‐172‐1197 093000‐4cOpynght 2016 by KLUBER,lNCI A∥R ghts Reserved
SECT10N 09 30 00
TlLING
B. Backer Board: Cementitious type complying with ANSI A118.9; high density, glass fiber
reinforced, 1/2 inch thick; 2 inch wide coated glass fiber tape for joints and corners.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type of
work and are ready to receive tile.
B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work,
are dust-free, and are ready to receive tile.
C. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding of
setting materials to sub-floor surfaces.
D. Verify that concrete sub-floor surfaces are ready for tile installation by testing for moisture emission
rate and alkalinity; obtain instructions if test results are not within the following limits:
1, Moisture Emission Rate: Not greater than 3lb per 1000 sq ft per24 hours, testin accordance
with ASTM F1869.
2. Alkalinity (pH): Verify pH range of 5 to 9, test in accordance with ASTM F710.
E. Verify that required floor-mounted utilities are in conect location.
3.02 PREPARATION
A. Protect surrounding rr'ork from damage,
B. Vacuum clean surfaces and damp clean.
C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness
tolerances.
D. lnstall backer board in accordance with ANSI A108.1 1 and board manufacturer's instructions.
Tape joints and comers, cover with skim coat of setting material lo a feather edge.
3.03 INSTALLATION - GENERAL
A. lnstall tile and grout in accordance with applicable requirements of ANSI A108.1a thru A108.13,
manufacture/s instructions, and TCNA (HB) recommendations.
B, Lay tile to pattern indicated. Do not interrupt tile pattern through openings.
C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases
neatly. Align floor joints.
D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size, Make grout
joints without voids, cracks, excess mortar or excess grout, or too little grout.
E. Form internal angles square and external angles bullnosed.
F, lnstall non-ceramic trim in accordance with manufacture/s instructions.
G. Sound tile after sefting. Replace hollow sounding units.
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SECT10N 09 30 00
T LING
H Keep cOntrollointS free of adhesive or grout Apply sealantlo loints.
I P∥o「lo grouJng,a∥ow installa10n to completely curei minimum of 48 hours
」Crout uね ldnts use standard grout unね ss othettise hdbated
K Apply sealantto lunC10n ofule and dissim∥armatenals and lunC10n ofdissim∥ar planes
3.04 1NSTALLAT10N‐FL00RS‐THIN‐SET METHODS
3.05 :NSTALLAT:ON・ SHOWER FL00RS AND WALLS
A Atlled shower noors insta∥in accordance面 th TCNA(HB)MethOd B415,monar bed loor,and
VV244,thin‐set over cementitious backer un t walis
B Grout loors with epoxy grout as specined abOve Grout wa∥s wnh polymer modined grOut as
speclned abOve
3.06 CLEAN:NG
A Clean lle and groutsuraces.
3.07 PROTECT:ON
A Do not permittrafrc Over Flnished loor surace fOr 4 days alerinsta∥auon
END OF SECTiON
PRO」ECT N0 18‐172‐1197 093000‐6Copy百 ght2016 by KLUBER,INCI A∥R ghts Reserved
SECT10N 09 30 00
TILING
sEcTloN 09 90 00
PAINTING AND COATING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Surface preparation.
B. Field application of paints and other coatings,
C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory-finished and
unless othenrise indicated, including the following:
1. Mechanical and Electrical:
a. ln all areas, paint all insulated and exposed pipes, conduit, boxes, insulated and exposed
ducts, hangers, brackets, collars and supports, mechanical equipment, and electrical
equipment, unless otherwise indicated.
b. ln finished areas, paint shop-primed items.
c. Paint interior surfaces of air ducts that are visible through grilles and louvers with one coat
0f flat black paint to visible surfaces.
D. Do Not Paint or Finish the Following ltems:
'l . ltems fully factory-finished unless specifically so indicated; materials and products having
factory-applied primers are not considered factory linished.
2. ltems indicated to receive other finishes.
3. ltems indicated to remain unfinished.
4. Fire rating labels, equipment serial number and capacity labels, and operating parts of
equipment.
5, Floors, unless specifically so indicated.
6. Ceramic and other tiles.
7. Glass.
8. Acoustical materials, unless specifically so indicated.
9. Concealed pipes, ducts, and conduits.
1.02 DEFINITIONS
A, Conform to ASTM 016 for interpretation of terms used in this section,
1.03 REFERENCESTANDARDS
A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural
Coatings; U.S. Environmental Protection Agency; current edition.
B. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications; 20'14.
1.04 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide complete list of all products to be used, with the following information for
each:
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SECT10N 09 90 00
PAINTING AND COAT NG
1 . Manufacture/s name, product name and/or catalog number, and general product category (e.9.
"alkyd enamel").
2. MPI product number (e.9. MPI #47).
3. Cross-reference to specified paint system(s) product is to be used in; include description of
each system.
4. Manufacture/s installation instructions,
C. Samples For Verification: Submit three painted samples, illustrating selected colors and textures
for each color and system selected with specified coats cascaded. Submit on cardstock sheet, 8%
x 11 inch in size.
1 . ldentify each sample by:
a. Manufacturer, product name and product lD number,
b, Color name and number.
c. Sheen/gloss level.
d. Supplier/distributor.
e. Contact name and telephone number.
D. Certification: By manufacturer that all paints and coatings comply with VOC limits specified.
E. Manufacture/s lnstructions: lndicate special surface preparation procedures.
F. Maintenance Data: Submit data on cleaning, touch-up, and repair ol painted and coated surfaces.
1.05 QUALITYASSURANCE
A. Single Source Responsibility: Provide primer, undercoater and flnish coat for paint and other
coating products from a single manufacturer for consideration of wananty and Owner
maintenance.
B, Manufacturer Qualifications: Company specializing in manufacturing the products specifed, with
minimum three years documented experience.
C, Applicator Quali{ications: Company specializing in performing the type of work specified with
minimum 5 years documented experience and approved by manufacturer.
D. Conform to federal, state and local regulations, including VOC rules, at the time of application.
E. Equipment: Comply with cunent OSHA regulations.
F. Products: Maintain at Project Site a copy of Material Safety Data Sheets for each product used.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.
B. Container Label: lnclude manufacture/s name, type of paint, brand name, lot number, brand
code, coverage, surface preparation, drying time, cleanup requirements, color designation, and
inshuctions for mixing and reducing.
C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90
degrees F, in ventilated area, and as required by manufacture/s instructions.
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PAINTING AND COATING
1.07 FIELD CONDITIONS
A. Do not apply materials when surface and ambient temperatures are outside the temperature
ranges required by the paint product manufacturer.
B. Follow manufacture/s recommended procedures for producing best results, including testing of
substrates, moisture in subshates, and humidity and temperature limitations.
C. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the
humidity ranges required by the paint product manufacturer.
D. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for
exterior; unless required otherwise by manufacture/s instructions.
E. Provide lighting level of 80 fi candles measured mid-height at substrate surface.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Provide all paint and coating products used in any individual system from the same manufacturer;
no exceptions.
B. Paints:
1. Shenruin-Williams Company: www.sherwin-williams.com.
C, Substitutions: Not permitted.
2,02 PAINTSANDCOATINGS-GENERAL
A. Paints and Coatings: Ready mixed, unless intended to be a lield-catalyzed coating.
1. Provide paints and coatings of a soft paste consistency, capable of being readily and uniformly
dispersed to a homogeneous coating, with good flow and brushing properties, and capable of
drying or curing free of streaks or sags.
2. Supply each coating material in quantity required to complete entire project's work from a single
production run.
3. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is
specifically described in manufacturer's product instructions.
B. Primers: As follows unless other primer is required or recommended by manufacturer of top coats;
where the manufacturer offers options on primers for a particular substrate, use primer categorized
as "best" by the manufacturer.
'1. Gypsum Board: lnterior Institutional Low Odor/VOC Primer Sealer; l\4Pl #149.
C. Volatile 0rganic Compound (VOC) Content:
1. Provide coatings that comply with the most stringent requirements specified in the following:
a. 40 CFR 59, Subpart D-National Volatile 0rganic Compound Emission Standards for
Architectural Coatings.
b. Architectural coatings VOC limits of the State in which the Project is located.
2. Determination of VOC Content: Testlng and calculation in accordance with 40 CFR 59,
Subpa( D (EPA Method 24), exclusive of colorants added to a tint base and water added at
project site; or other method acceptable to authorities having jurisdiction.
PROJECT N0. 18-172-1197 09 90 00 - 3 SECTTON 09 90 00
Copyright 2016 by KLUBER, lNC.; All Rights Reserved PAINTING AND CoATING
D. Sheens: Provide the sheens specified; where sheen is not specifled, sheen will be selected later
by ArchitecUEngineer from the manufacturer's full line.
E. Colors: As indicated on drawings
1 . Extend colors to surface edges; colors may change at any edge as directed by
ArchitecUEngineer.
2. ln all areas, finish pipes, ducts, conduit, and equipment the same color as the wall/ceiling they
are mounted on/under.
2,03 PAINTSYSTEMS.INTERIOR
A. All lnterior Surfaces lndicated to be Painted, Unless Otherwise lndicated: lncluding gypsum board
and shop primed steel.
1. Three top coats and one coat primer.
2, Top Coat(s): lnterior Latex; MPI #43, 44, 52,53,54,114.
3. Flat: MPI gloss level 1; use this sheen for ceilings and other overhead surfaces.
4. Eggshell: MPI gloss level 3; use this sheen at locations shown on drawings.
5. Satin: MPI gloss level4; use this sheen at locations shown on drawings.
6. Semi-Gloss: MPI gloss level 5; use this sheen as indicated on drawings.
7. Gloss: MPI gloss level 6; use this sheen as indicated on drawings.
8, Prime(s): As recommended by manufacturer of top coats.
2,04 ACCESSORYMATERIALS
A. Accessory Materialsr Provide all primers, sealers, cleaning agents, cleaning cloths, sanding
materials, and clean-up materials required to achieve the finishes specified whether specifically
indicated or not; commercial quality.
B. Patching Material: Latex filler.
C. Fastener Head Cover Material: Latex flller.
PART 3 EXECUTION
3,01 EXAMINATION
A. Do not begin application of coatings until substrates have been properly prepared.
B. Verify that surfaces are ready to receive work as instructed by the product manufacturer.
C. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition
that may potentially affect proper application.
D. lf substrate preparation is the responsibility of another installer, notify ArchitecUEngineer of
unsatisfactory preparation before proceeding.
E. Test shop-applied primer for compatibility with subsequent cover materials.
F. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes
unless moisture content of surfaces are below the following maximums:
1. Gypsum Wallboard: 12 percent.
PROJECT N0 48‐172‐1197 099000‐4cOpynght 2016 by KLUBER,INCI A∥R ghts Reserved
SECT10N 09 90 00
PAINTING AND COATING
3.02 PREPAMTION
A. Clean surfaces thoroughly and correct defects prior to coating application.
B, Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
C. Remove or repair existing coatings that exhibit surface defects.
D. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim,
escutcheons, and fittings, prior to preparing surfaces or finishing.
E. Sealsurfaces that might cause bleed through or staining oftopcoat.
F. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate
and bleach. Rinse with clean water and allow surface to dry.
G, Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound, Spot prime
defects after repair.
H. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash with
solvent. Apply coat of etching primer.
l. Corroded Steel and lron Surfaces to be Painted: Prepare using at least SSPC-SP 2 (hand tool
cleaning) or SSPC-SP 3 (power tool cleaning) followed by SSPC-SP 1 (solvent cleaning).
J. Unconoded Uncoated Steel and lron Surfaces to be Painted: Remove grease, mill scale, weld
splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand wire brushing
or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution,
ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paint entire surface; spot prime
after repairs.
K. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and
rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent.
Prime bare steel surfaces. Re-prime entire shop-primed item.
3.03 APPLICATION
A. Remove unflnished louvers, grilles, covers, and access panels on mechanical and electrical
components and paint separately.
B. Apply products in accordance with manufacture/s instructions.
C, Where adjacent sealant is to be painted, do not apply flnish coats until sealant is applied.
D. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is
applied.
E. Apply each coat to uniform appearance.
F. Dark Colors and Deep Clear Colors: Regardless of number of coats specilied, apply as many
coats as necessary for complete hide.
G. Sand wood and metal surfaces lightly between coats to achieve required finish.
PRO」ECT N0 18‐172‐1197 099000・5
Copy∥ght 2016 by KLUBER,INCI A∥Rights Reserved
SECT10N 09 90 00
PAINTING AND COATING
H.Vacuum clean suraces Of100se panicles,Use tack cloth to remove dust and patticles iust p∥or to
applying next coat,
|・ Reinsta∥electrlcal cover plates,hardware,light flxture trim,escutcheons,and itings removed
prlor to flnishing,
3.04 CLEANING
A,Collect waste matenalthat could consitute a nre hazard,place in closed metal contalners,and
remove daily from ste,
3.05 PROTECT:ON
A.Protect inも hed∞alngs un∥lcompに lon of proiect.
END OF SECT10N
PROJECT NO.18‐172‐1197 099000‐6Copy∥ght 2016 by KLUBER,lNC.;A∥Rlghts ReseⅣed
SECT10N 09 90 00
PAINTING AND COATING
SECT!ON 10 28 00
TOILET,BATH,AND LAUNDRY ACCESSORIES
PART l GENERAL
l.01 SECT10N:NCLUDES
A Accessones fOrtO∥etrooms and showers
B Batery operated paperlowel dispensers
C Grab bars.
1.02 RELATED REQUiREMENTS
A Section 09 30 00‐T∥ng ceramic washroom accesso∥es
l.03 REFERENCE STANDARDS
A ASTM A123/A123M‐Standard Specnca10n for Zinc(Ho[Dip Galvanized)COa∥ngs on iron and
Steel Producls;2015
B ASTM A2691A269M―Standard SpecincalOn fOr Seamless and Welded Auslenlic Stainiess Steel
Tubing for General Servicei 2015
C.ASTM A6531A653M‐Standard Specnca10n for Steel Sheet,Zinc‐Coated(Galvanized)Or
ZincJron Aloy‐Coaled(Calvannealed)by the HotDip Process;2015.
D ASTM A666‐Standard SpecincaJOn for Annealed or Co:d‐VVorked Austenlic Stainless Steel
Sheet Stttp,Plate,and Flat Ba晴 2015
E.ASTM B456-Standard Specinca10n for Electrodeposited Coa∥ngs of Copper Plus Nickel Plus
Chromium and Nickel Plus Chromiumi 2011.
F ASTM C1036‐Standard Specinca10n for Flat Glassi 2011.
G.ASTM C1048‐Standard Specincat10n for Heat‐Strengthened and Fu∥y Tempered Flat Glassi
2012.
1.04 ADMiN!STRATIVE REQU:REMENTS
A Coordinale the work wnh the piacement ofinternal wa∥reinforcement,concealed ce∥ng suppons,
and re nforcement oflo∥et panniOns tO receive anchor allachments
l.05 SUBM:TTALS
A.See Section 01 30 00‐Administralive Requirements,for submilal procedures
B Product Data: Submit data on accessoHes desclbing slze,輌 nish,deta∥s offunclion,and
atachment methods
C. Manufacturers lnsta∥ation lnstructions: lndicate special procedures and conditions requi百 ng
special atentlon.
PROJECT N0 18‐172‐1197 102800‐1cOpynght 2016 by KLUBER,iNCl A∥Rights Reserved
SECT10N 10 28 00
TOILET,BATH,AND LAUNDRY ACCESSORIES
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Products listed on the Drawings are made by American Specialities Corp.;
www.americanspecialities.com.
B. 0ther Acceptable Manufacturers:
1, Bradley Corporation: www.bradleycorp.com.
2, Bobrick Washroom Equipment, lnc.: www,bobrick.com.
3. Substitutions: Section 01 60 00 - Product Requirements.
C. All items to be made by the same manufacturer.
2,02 MATERIALS
A. Accessories - General: Shop assembled, free of dents and scratches and packaged complete
with anchors and fittings, steel anchor plates, adapters, and anchor components for installation.
1. Grind welded joints smooth,
2. Fabricate units made of metal sheet of seamless sheets, with flat surfaces.
B. Keys: Provide 2 keys for each accessory to Ovmer; master key all lockable accessories.
C. Stainless Steel Sheet: ASTM A666, Type 304.
D. Stainless Steel Tubing: ASTMA269, Type 304 0r316.
E. Galvanized Sheet Steel: Hot{ipped galvanized steel sheet, ASTM A653/A653M, with G9012275
coating.
F. Mirror Glass: Tempered safety glass, ASTM Cl048; and ASTM C1036 Type l, Class 1, Quality
Q2, with silvering as required,
G, Adhesive: Two component epoxy type, waterproof.
H. Fasteners, Screws, and Bolts: Hot dip galvanized, tamper-proof, security $pe.
l. Expansion Shields: Fiber, lead, or rubber as recommended by accessory manufacturer for
component and substrate.
2.03 FINISHES
A. Stainless Steel: No.4 satin brushed finish, unless otherwise noted.
B. Chrome/Nickel Plating: ASTM 8456, SC 2, satin finish, unless otherwise noted.
C. Baked Enamel: Preheat to clean condition, apply one coat primer and minimum two coats epoxy
baked enamel.
D. Galvanizing for ltems Other than Sheet: Comply with ASTM A123/A123M; galvanize ferrous metal
and fastening devices.
E. Shop Primed Ferrous Metals: Pretreat and clean, spray apply one coat primer and bake.
F. Back paint components where contact is made with building finishes to prevent eleckolysis.
PRO」ECT N0 48‐172‐1197 102800‐2Copyrght2016 bv KLUBER,INCI A∥Rohヽ Reserved
SECT10N 10 28 00
TOILET,BATH,AND LAUNDRY ACCESSORIES
PART 3 EXECUT10N
3.01 EXAMiNAT10N
A.Ven″eガ sl ng∞ndlOns bebre da面 ng wo炊
B Vettfy exactlocaJon of accessones fOrinstallalon
C.Ve百
"that neld measurements are as indicaled on drawings.3.02 PREPARAT10N
A De∥verinsens and roughln frames to site for imely insta∥alon
B,Provide templates and roughJn measurements as required.
3.03 1NSTALLAT:ON
A insta∥accessones in accordance wth manufaclurers'instNc∥ons
B lnsta∥plumb and leveL Securely and ttgidly anchored to substrale
C.Mounlng Heights:As required by accessib∥ly regulations,unless othewise indicaled
l Grab Bars:As indicaled on the dra面 ngs
D Mounung Heights and Localons:As required by accesdb∥ily regulalons and as indicaled on
drawings
3.04 PROTECT:ON
A Protectinstalled accessoHes from damage due to subsequent constttclon opemlons
3.05 SCHEDULE
A Referlo drawings for schedule oflonet accesso百 es,
END OF SECT10N
PROJECT N0 18‐172‐1197 102800‐3cOpyngh1 2016 by KLUBER,INC IA∥R ghts Reserved
SECT10N 10 28 00
TOILET,BATH,AND ttUNDRY ACCESSORIES
SECT10N 21 05 00
COMMON WORK RESULTS FOR F:RE SuPPRESS10N
PART l GENERAL
l.01 SECT10N:NCLUDES
A Pipe,lllings,sleeves,esculcheons,seals,and connections for sprinkler systems.
1.02 REFERENCE STANDARDS
A ASME B161-Gray lron Pipe Flanges and Flanged FitingsI Classes 25,125,and 2501 2010
B ASME B16.3‐Ma∥eable lron Threaded FitingsI Classes 150 and 300;2011.
C.ASME B16 4‐Gray lron Threaded Fillingsi Classes 125 and 250;2011
D.ASME B16 5‐Pipe Flanges and Flanged Fitings NPS 1/2 Through NPS 24 Metncttnch Standardi
2013.
E ASTM A471A47M‐Standard SpedncaJOn for Fer百 lc Ma∥eable lЮ n Casungsi 1999(Reapproved
2014).
F NFPA13‐Standard lorthe lnsta∥aOon of Sp面 nkler Systemsi 2016
1.03 QUALiTY ASSURANCE
A Manufaclurer Qua∥ncauOnsl company specializing in manufactuttng the Products specined in this
section w th minimum three years documented expe∥ence
l.04 DEL:VERY,STORAGE,AND HANDL:NG
A De∥ver and slore valves in shipping oontainers,vⅥth labeiing in place
B Provide temporary prolecuve∞aJng on castiron and steei valves.
C.Provide temporary end caps and closures on piping and itings.Maintain in place unl!installalon.
PART 2 PRODUCTS
2.01 F!RE PROTECT10N SYSTEMS
A Sp面 nkler Systemsi Conform to NFPA 13.
B Welding Malenals and Proceduresi Conform lo ASME BPVC‐IX.
2.02 ABOVE GROUND P:PING
A Steel Pipe: Schedule 40,black.
l Sleel Fitings: ASME B16 5,sleel langes and nttings
2 Castlron Fitings: ASME B16.1,langes and nanged llings and ASME B16.4,threaded
nttings.
3 Malleable iron Fitings:ASME B16 3,threaded tttings and ASTM A47/A47M
4. Mechanical Grooved Coup∥ngs: Maneable iron housing clamps to engage and lock,・ Ci
shaped elastomeHc sea∥ng 9asket,steel bolts,nuts,and washers;9alvanized for galvanized
plpe
PRO」ECT N0 18‐172‐1197 210500‐l SECT10N 21 05 00
cOpynght 2016 by KLUBER,lNCI A∥Rights Reserved COMMONヽ ′√ORK RESULTS FOR FIRE SUPPRESS10N
2.03 PIPE HANGERS AND SUPPORTS
A. Hangers for Pipe Sizes 1/2 to 1-112 inch: Malleable iron, adjustable swivel, split ring.
B. Hangers for Pipe Sizes 2 inches and Over: Carbon steel, adjustable, clevis.
PART 3 EXECUTION
3.01 PREPARATION
A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe.
B. Remove scale and foreign material, from inside and outside, before assembly.
C. Prepare piping connections to equipment with flanges or unions.
3.02 INSTALLATION
A. lnstall sprinkler system and service main piping, hangers, and supports in accordance with NFPA
13.
B. Route piping in orderly manner, plumb and parallel to building structure. Maintain gradient.
C. lnstall piping to conserve building space, to not interfere with use of space and other work.
D. Group piping whenever practical at common elevations.
E. lnstall piping to allow for expansion and contraction without stressing pipe, joints, or connected
equipment.
F. Pipe Hangers and Supports:
1. lnstall hangers to provide minimum 1/2 inch space between finished covering and adjacent
work.
2. Place hangers within 12 inches of each horizontal elbow,
3. Use hangers with 1-112 inch minimum vertical adjustment. Design hangers for pipe movement
without disengagement of supported pipe.
4. Support vertical piping at every other floor. Support riser piping independently of connected
horizontal piping.
5. Where several pipes can be installed in parallel and at same elevation, provide multiple or
trapeze hangers.
G. Do not penetrate building structural members unless indicated.
H. When installing more than one piping system material, ensure system components are compatible
and joined to ensure the integrity of the system. Provide necessary joining fittings. Ensure
flanges, union, and couplings for servicing are consistently provided.
END OF SECTION
PRO」ECT N0 18‐172‐1197 210500‐2 SECT10N 21 05 00
Copy∥ght2016 by KLUBER,lNCI A∥Rights Reserved COMMON WORK RESULTS FOR FIRE SUPPRESS10N
SECT:ON 21 13 00
FIRE SUPPRESS10N SPR:NKLERS
PARTl GENERAL
l.01 SECT10N INCLUDES
A Wet‐p pe spttnkler syslem
B System design,insla∥alon,and ce威 incatiOn
l.02 RELATED REQUIREMENTS
A SecJon 21 05 00-COMMON VVORK RESULTS FOR FIRE SUPPRESS10N:Pipe,1lings,and
valves
l.03 REFERENCE STANDARDS
A FM Approval Guidei Factory Mutual GlobaL Current ed∥on.
B NFPA13‐Standard forthe installation of Sp∥nkler Systems;2016
C UL(DlR)‐On∥ne centtcalons DireCloryi current∥sings at database,uLcom
l.04 QUALITY ASSURANCE
A.Confom lo UL(DIRl reqttrements.
B Manufacturer QualncauOnsi cOmpany specia∥zing in manufactunng the Products specmed in thb
secuOn哺 th minimum three years documenled expe"ence.
C lnstaller Qualilcalonsi Company specializing in pen)rming the work ofthis section面 th minimum
3 years expe面 ence approved by manufacturer
D.Equipment and ComponentsI Provide products that bear UL(DIR)labe1 0r marttng.
1.05 DELIVERY,STORAGE,AND HANDLING
A Store producls in shipping cOntainers and maintain in place unllinsla∥alon Provide temporary
inlet and outlet caps. Maintain caps in place unulinsta∥ation
PART 2 PRODUCTS
2.01 SPRINKLER SYSTEM
A Sp"n∥er Syslem:ProMde coverage for bu∥ding areas noled.
B`Slorage Cabinet for Spare Sp"nklers and Toolsi Steel,locaJon as directed by owner.
2.02 SPR:NKLERS
A Suspended Ceiling Type: Recessed pendanttype、Ⅵth matching push on escutcheon plate
l. RespOnse Typel Quick
2 Coverage Typei Standard.
3 Finヽ h Chrome Plaled
4. Fusible Link: Glass bulb type lemperature rated for specinc area hazard.
PRO」ECT N0 18 172 1197 21 13 00‐1Copyttght 2016 by KLUBER,lNC:A∥Rights Reserved
SECT10N 21 13 00
F RE SUPPRESS10N SPRINKLERS
2.03 STAINLESS STEEL FLEXIBLE DROPS
A Manufaclurers:
4 Aqua Flex
2 Victau∥c Company
B ln∥eu of ngd pipe ottets o「retum bends Braded lype 304 stainless steeineズ ble tube輛 th male
threaded pipe nipple for∞nneclion to branchlne piping,and a zinc plated steelreducer輛 th a
1/21 or 3ノ 4・ NPT female thead for connection lo a spnnkler head The hoses sha∥be
factory‐pressure tested to 400 psi.
C Flexible drop sha∥atach lo the ce∥ing grid面 th open gale bracket and can be insta∥ed MJthoutthe
use of specia1lools
D. The bralded drop sha∥be FM approved for spttnkler services to 1200 psi
PART 3 EXECUT10N
3.01 1NSTALLAT:ON
A lnsta∥in accordance面 th rererenced NFPA design and installatton standard
B lnsta∥equipmentin accordance wnh manufaclurers instruclon S,
C Piace pipe runs to minimize obstruclion lo other work.
D. Place piping in concealed spaces above flnished ce∥ings
3.02 1NTERFACE WiTH OTHER PRODUCTS
A.Ensure required devices are insta∥ed and connected as required to lre alarm syslem.
3.03 SCHEDULES
A System Hazard AreasI
l, omces Light Hazard
2.Other Areasi ln accordance面 th NFPA 13.
END OF SECT10N
PRO」ECT N0 18‐172‐1197 211300‐2cOpynght 2016 by KLUBER,INC IA∥R ghts Reserved
SECT10N 21 13 00
FIRE SUPPRESS10N SPRINKLERS
SECT:ON 22 05 53
1DENTIF!CAT!ON FOR PLUMBING P:P!NG AND EQU:PMENT
PART l GENERAL
l.01 SECT10N:NCLUDES
A.Plpe markers,
1.02 REFERENCE STANDARDS
A・ ASME A13,1‐Scheme forthe ldenllcalon of Piping Systemsi The Ame∥can Society of
Mechanical Engineersi 2007(ANSI/ASME A13.1).
PART 2 PRODuCTS
2.01 :DENTIF:CAT:ON APPL:CAT10NS
A.Piping:Pipe markers.
2,02 P:PE MARKERS
A.Manufacturers:
1. Kolbi Pipe Marker Co。,21 Seton ldentincatiOn PЮ ducts.
3, B∥merlndustles,
4.Craimark ldenllcalon Systems.
Bo Comply wlh ASME A13.1.
C,Plaslc Pipe Markers:Factory fab甫 cated,lexible,sem卜 ngid plaslc,preformed to lt around plpe
or pipe cove∥ngi minimum informalon indicalng low dlreclon arrow and identincalon Of luid
be:ng conveyed.
Do Plaslc ttape Pipe Markers: Flexlble,viny1 11m tape with pressure senslive adhesive backing and
plnted markings.
PART 3 EXECUT10N
3.01 PREPARAT:ON
A. Degrease and clean suraces tO receive adhes市 e forldenllcalon materials,
3,02 1NSTALLAT!ON
A.lnsta∥plaslc pipe markers in accordance with manufacturers instruclons.
B.lnstall plasuc tape pipe markers complete around plpe in accordance with manufacturers
lnstructions.
C. Use tags on piping 3ノ 4 inch diameter and sma∥er・
D,ldentify pipe markers indicalng seⅣlce,low direclon,and pressure.
E. lnsta∥pipe markers in clear view and align with axis of plping.
PRO」ECT NO.18‐172‐1197 220553‐l SECT10N 22 05 53
Copy∥ght2016 by KLUBER,lNC.:A∥Rights ReseⅣed lDENTIFICAT10N FOR PLUMBING PiPING AND EQUIPMENT
F. Location of plpe identincatiOn notto exceed 20 feet on straight runs lncluding risers and drops,
adiaCenttO each valve and ttee,at each side of penetralon of structure or enclosure,and at each
obstruction,
END OF SECT10N
PRO」ECT NO.18‐172‐1197
Copyright 2016 by KLUBER,lNC.;A∥Rights Reserved
SECT!ON 22 05 53220553‐2lDENTIFICAT10N FOR PLUMBINC PIPING AND EQUIPMENT
SECT10N 22 07 19
PLUMBING PIP:NG INSULAT!ON
PART l GENERAL
l,01 SECT10N INCLUDES
A. Piping insulation.
B 」ackets and accessories
l.02 RELATED REQUIREMENTS
A Section 07 84 00‐Firestopping. ・
3 Seclion 22 10 05-Plumbing Piplng: Placement of hangers and hangerinsens
l.03 REFERENCE STANDARDS
A ASTM C177‐Standard Test Method for Steady‐State Heat Flux Measurements and Thermal
Transmission Propeties by Means ofthe Guarded‐Hot‐Plate Apparatusi 2013
B ASTM C547‐Standard SpecincaJOn for Mineral Fiber Pipe lnsula“oni 2015.
C.ASTM E84‐Standard Test Method for Surace Burning Charactensucs Of Bunding Malettals;
2015a.
D.ASTM E96/E96M―Standard Test Methods lor Water Vapor Transmission of Mate面 alsi 2014.
E UL723‐Standard for Testfor Suttce Buming Charactenstics of Bu∥ding Malenalsi curent
Edlion,lncluding A∥Revisions.
1.04 QUALITY ASSURANCE
A App∥calor Qua11lcalonsI Company specia“zing in perorming the type of work specined in this
secJon wnh minimum three years of expe∥ence
B Comply輛 th the Midwestlnsuialon Contraclors Associalon lNalonal Commercial and lndust百 al
lnsulauon Standards・.1.05 DEL!VERY,STORAGE,AND HANDL!NG
A Accept materials on site,labeled Ⅵハth manulacturers identincatiOn,product density,and thickness
l.06 FiELD CONDiT10NS
A Maintain amblent cond面 ons required by manufacturers of each product
B Maintain temperature before,dunng,and aterinsta∥alon for minlmum of 24 hours
PART 2 PRODuCTS
2.01 REGULATORY REQU!REMENTS
A Surace Burning Characte百 sticsI Flame spread indexlSmoke developed lndex of 25ノ 50,maximum,
when lesled in accordance wlh ASTM E84 or UL 723
PRO」ECT N0 18‐172‐1197 220719・1
Copy∥ght2016 by KLUBER,lNC:A∥R19hts Reserved
SECT10N 22 07 19
PLUMBING PIPING INSULAT10N
2.02 GLASS FIBER
A. Manufacturers:
1. CertainTeed Corporation,
2. Johns Manville Corporation.
3. Knauf lnsulation.
4. Owens Coming Corp.
B. lnsulation: ASTM C547 and ASTM C795; semi-rigid, noncombustible, end grain adhered to jacket.
1. 'K' Value: ASTM C177, 0.24 al75 degrees F,
2. Maximum Service Temperature: 650 degrees F.
3. Maximum Moisture Absorption: 0.2 percent by volume.
C, Vapor Barrier Jacket: White Kraft paper with glass fiber yarn, bonded to aluminized film; moisture
vapor transmission when tested in accordance with ASTM E96/E96M of 0.02 perm-inches.
D. Vapor Barrier Lap Adhesive: Compatible with insulation,
2.03 LAVATORY PIPE INSULATION
A. Manufacturer:
1. Plumberex.
2. Brocar.
3. Truebro,
B. lnsulation: Fully molded closed cell vinyl, fit to lavatory P-trap, tailpiece and angle valve stop
assemblies. Vinylshallbe antimicrobialwith UV inhibitors and utilize reusable fasteners.
C. Color: Almond.
2.04 JACKETS
A, PVC Plastic.
1. Jacket: One piece molded type fitting covers and sheet material, off-white color.
a. Minimum Service Temperature: 0 degrees F.
b. Maximum Service Temperature: 150 degrees F.
c. Moisture Vapor Permeability: 0.002 perm inch, maximum, when tested in accordance with
ASTM E96/E96M.
d. Thickness: 10 mil.
e. Connections: Brush on welding adhesive.
2, Covering Adhesive Mastic: Compatible with insulation.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that piping has been tested before applying insulation materials.
B, Verify that surfaces are clean and dry, with foreign material removed.
3,02 INSTALLATION
A. lnstall in accordance with manufacture/s instructions.
PROJECT NO.18‐172‐1197 220719‐2Copyright 2016 by KLUBER,lNC.:A∥Rights Reserved
SECT10N 22 07 19
PLUMB:NG PIPING INSULAT10N
B, lnstall in accordance with North American lnsulation Manufacturers Association (NAIMA) National
lnsulation Standards.
C, Exposed Piping: Locate insulation and cover seams in least visible locations.
D. lnsulated pipes conveying fluids below ambient temperature: lnsulate entire system including
fittings, valves, unions, flanges, strainers, flexible connections, and expansion joints, All hangers,
supports, anchors and other projections that are in contact to cold surfaces shall be insulated and
vapor sealed to prevent condensation,
E. Glass fiber insulated pipes conveying fluids below ambient temperature:
1. Provide vapor barrier jackets, factory-applied or field-applied. Secure with self-sealing
longitudinal laps and butt strips with pressure sensitive adhesive, Secure with outward clinch
expanding staples and vapor barrier mastic.
2. lnsulate fittings, joints, and valves with molded insulation of like material and thickness as
adjacent pipe. Finish with glass cloth and vapor barrier adhesive or PVC fitting covers.
F. For hot piping conveying fluids 140 degrees F or less, do not insulate flanges and unions at
equipment, but bevel and seal ends of insulation,
G. Glass fiber insulated pipes conveying fluids above ambient temperature:
1, Provide standard jackets, with or without vapor barrier, factory-applied or field-applied. Secure
with self-sealing longitudinal laps and butt strips with pressure sensitive adhesive. Secure with
outward clinch expanding staples.
2. lnsulate fittings, joints, and valves with insulation of like material and thickness as adjoining
pipe, Finish with glass cloth and adhesive or PVC fitting covers.
H, lnserts and Shields:
1. Shields: Galvanized steel between pipe hangers or pipe hanger rolls and inserts,
l. Continue insulation through walls, sleeves, pipe hangers, and other pipe penetrations. Finish at
supports, protrusions, and interruptions. At fire separations, refer to Section 07 84 00.
j. Apply insulation at pipe hangers and supports according to NationalCommercial and lndustrial
Standards Plate Numbers 5, 6 and 7,
3.03 SCHEDULES
A. Plumbing Systems:
1, Domestic Hot Water Supply:
a. Glass Fiber lnsulation:
1) Pipe Size Range: Up to and including 2 inch.
a) Thickness: 1 inch.
2. Domestic Cold Water:
a, Glass Fiber lnsulation:
1) Pipe Size Range: Allsizes.
a) Thickness: 1 inch.
3, Lavatory Piping:
a, Closed CellVinyl.
PROJECT NO.18‐172‐1197 220719‐3Copyright 2016 by KLUBER,!NC.:A∥Rights ReseⅣed
SECT10N 22 07 19
PLUMBING PIPING INS∪LAT!ON
1) Thickness: 3/16 inch.
END OF SECT10N
PROJECT N0 18‐172‐1197 220719‐4Copynght 2016 by KLUBER,INC IA∥Rights Reserved
SECT10N 22 07 19
PLUMBINC P PlNG INSULAT10N
SECT:ON 2210 05
PLUMB:NG PIPING
PARTl GENERAL
l.01 SECT:ON INCLUDES
A Pipe,pipe ntings,valves,and connecJons for piping syslems.
1.Sanlary sewer
2. Domeslc water.
3. Flanges,unions,and coup∥ngs
4. Pipe hangers and suppols
l.02 RELATED REQUIREMENTS
A Section 07 84 00‐Firestopping.
B Secton 22 05 53‐ldentinca10n for Plumbing Piping and Equipment.
C Seclon 22 07 19‐Plumbing Piping lnsulaOon
l,03 REFERENCE STANDARDS
A.ASME B16 18‐Cast Copper A∥oy Solder」oint Pressure Fittingsi 2012.
B ASME B1622-VVrought Copper and Copper Alloy Solder‐」oint Pressure Fitings;2013
C ASTM A74-Standard SpecincatiOn for Cast lron So∥Pipe and Fitingsi 2015.
D ASTM B32-Standard SpecncattOn for Solder Metat 2008(Reapproved 2014).
E ASTM B88‐Standard Specinca10n for Seamless Copper VValer Tube1 2014
F. ASTM B813‐Standard SpecincauOn fOr Liquid and Paste Fluxes for Soldering of Copper and
Copper Alloy Tubei 2010
G ASTM B828‐Standard Pracice for Making Cap∥lary」oints by Solde∥ng of Copper and Copper
AIloy Tube and Fnungsi 2002(Reapproved 2010).
H ASTM C564‐Standard Specinca10n for Rubber Caskets for Castlron So∥Pipe and Fllingsi
2014
1.ASTM D2564‐Standard SpecncatiOn for Solvent Cemenls for Poly(Vinyl Chionde)(PVC)PlaSIC
Piping Syslemsi 2012
」ASTM D2665‐Standard SpecincauOn fOr POly(Vinyi Chlo百 de)(PVC)PlasuC Drain,Waste,and
Vent Pipe and Fitingsi 2014.
K,ASTM D2855‐Standard Prac∥ce fo「Making Solvenl‐Cemenled」oinls wlh Poly(Vinyl Chlonde)
(PVC)Pipe and Fiting、1996(Reapproved 2010)
L AWWA C651‐Dttinfecung waler Mains;2005
M CISP1301‐Standard SpecincaJOn fOr Hubless Castlron So∥Pipe and Fillings for Sanitary and
Slorm Drain,VVasle and Vent Pip ng App∥cations:2009.
PROJECT N0 18‐172‐1197 221005-1
copynght 2016 by KLUBER,INC:劇 I Righls Reserved
SECT10N 22 10 05
PLUMBING PIPING
N. CISPI 310 - Speciflcation for Coupling for Use in Connection with Hubless Cast lron Soil Pipe and
Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications; 2011.
0. [/SS SP-58 - Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application,
and lnstallation; 2009.
P. MSS SP-80 - Bronze Gate, Globe, Angle and Check Valves; 2013.
Q. MSS SP-110 - BallValves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends;
2010.
R. NSF 61 - Drinking Water System Components - Health Effects; 2014 (Errata 2015).
S. NSF 372 - Drinking Water System Components - Lead Content; 201 1 .
T. Safe Drinking Water Act, Section 1417 - Lead Free: Refers to the wetted surface of pipe, liftings
and fixtures in potable water systems that have a weighted average lead content <= 0.250/0,
Amended January 4, 201 1.
1.04 QUALITY ASSURANCE
A. Perform work in accordance with applicable codes.
B. Perform Work in accordance with City plumbing ordinances.
1.05 DELIVERY, STOMGE, AND HANDLING
A, Provide temporary end caps and closures on piping and fittings. Maintain in place until installation,
B. Protect piping systems from entry of foreign materials by temporary covers, completing sections of
the work, and isolating parts of completed system.
PART2 PRODUCTS
2.01 GENERALREQUIREMENTS
A. Potable Water Supply Systems: Provide piping, pipe fittings, and solder and flux (if used), that
comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fiftings.
2.02 SANITARY SEWER PIPING, BURIED WITHIN 5 FEET OF BUILDING
A. Cast lron Pipe: ASTM A74 service weight.
1. Fittings: Cast iron.
2. Joints: Hub-and-spigot, CISPI HSN compression type with ASTM C564 neoprene gaskets or
lead and oakum.
B. Cast lron Pipe: CISPI 301, hubless.
1 . Fittings: Cast iron.
2. Joints: CISPI 310, neoprene gasket and stainless steel clamp and shield assemblies.
C. PVC Pipe: ASTM D2665 oTASTM 03034.
1. Fittings: PVC.
2. Joints: Solvent welded, with ASTM 02564 solvent cement.
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PLUMBING PIPING
2,03 DOMESTIC WATER PIPING, ABOVE GRADE
A. Copper Tube: ASTM 888 (ASTM B88M), Type L (B), Drawn (H).
1. Fiftings: ASMEBl6.lS,caslcopperalloyorASMEBl6.22,wroughtcopperandbronze.
2. Joints: ASTM B32, alloy Sn95 solder.
3. Mechanical Press Sealed Fittings: Double pressed type, NSF 61 approved or certified, utilizing
EPDM, non toxic synthetic rubber sealing elements. Sealing elements shall be factory installed
by fitting manufacturer. Press ends shall have means to indicate non-pressed fifting during
pressure testing.
a. Manufacturers:
1) Viega LLC.
2) Nibco.
2.04 FLANGES, UNIONS, AND COUPLINGS
A. Unions for Pipe Sizes 3 lnches and Under:
1 . Fenous pipe: Class 150 malleable iron threaded unions.
2. Copper tube and pipe: Class '150 bronze unions with soldered joints.
B. Flanges for Pipe Size Over 1 lnch:
1. Fenous Pipe: Class 150 malleable iron threaded or forged steel slip{n flanges; preformed
neoprene gaskets.
2. Copper Tube and Pipe: Class 150 slip-on bronze flanges; preformed neoprene gaskets.
C. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder end,
water impervious isolation banier.
2,05 PIPE HANGERS AND SUPPORTS
A. Provide hangers and supports that comply with MSS SP-58.
1. lf type of hanger or support for a particular situation is not indicated, select appropriate type
using MSS SP-58 recommendations.
2. overhead Supports: lndividual steel rod hangers attached to structure or to trapeze hangers.
3. Trapeze Hangers: Welded steel channelframes attached to structure.
4. Vertical Pipe Support: Steel riser clamp.
B. Plumbing Piping - Drain, Waste, and Vent:
1. Hangers for Pipe Sizes 1/2 lnch to 1-112 lnches: Malleable iron, adjustable swivel, split ring.
2. Hangers for Pipe Sizes 2 lnches and Over: Carbon steel, adjustable, clevis.
3. Wall Support for Pipe Sizes to 3 lnches: Cast iron hook.
4. Wall Support for Pipe Sizes 4 lnches and Over: Welded steel bracket and wrought steel clamp.
5. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier
or steel support.
6. Copper Pipe Support: Carbon steel ring, adjustable, copper plated.
C. Plumbing Piping - Water:
1. Hangers for Pipe Sizes 1/2 lnch to 1-112 lnches: Malleable iron, adjustable swivel, split ring.
2. Hangers for Cold Pipe Sizes 2 lnches and Over: Carbon steel, adjustable, clevis.
3. Wall Support for Pipe Sizes to 3 lnches: Cast iron hook.
PROJECT N0 18‐172‐1197 221005‐3cOpynght 2016 by KLUBER,INC=A∥Rights Reserved
SECT10N 22 10 05
PLUMBING PIPING
4. Wall Support for Hot Pipe Sizes 6 lnches and Over: Welded steel bracket and wrought steel
clamp with adjustable steel yoke and cast iron pipe roll.
5. Copper Pipe Support: Carbon steel ring, adjustable, copper plated.
2.06 BALLVALVES
A. Manufacturers:
1. Milwaukee Valve Company.
2. Nibco, lnc; T/S-585-66-LF.
3. Watts.
4. Apollo.
B. Construction,4lnches and Smaller: MSS SP-110, Class 150,400 psi CWP, bronze body, 304
stainless steel ball, regular port, teflon seats and stuffing box ring, blow-out proof stem, lever
handle with balancing stops, solder, threaded, or grooved ends.
2.07 FLOWCONTROLS
A. Manufacturers:
'l . Griswold Controls,
2. ITT Bell & Gossett.
3. Taco, lnc,
4. Armstrong,
B. Construction: Class 125, Lead free, brass or bronze body with union on inlet , lemperature and
pressure test plug on inlet .
2.08 SWNG CHECK VALVES
A. Manufacturers:
1. Milwaukee Valve Company.
2. Nibco, lnc; S413-Y-LF.
3. Watts.
B. Up to 2 lnches:
1. MSS SP-139, 300 CWP, silicon bronze (ASTM Listed and conosion resistant) body and cap
designed for horizontal or vertical (flow in upward direction)fl0w, PFTE or TFE swing disc with
rubber seat, solder ends.
PART 3 EXECUTION
3.01 PREPARATION
A. Ream pipe and tube ends. Remove burrs.
B. Remove scale and dirt, on inside and outside, before assembly.
3,02 INSTALLATION
A. lnstall in accordance with manufacture/s instructions.
B. Provide non-conducting dielectric connections wherever jointing dissimilar metals.
C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls.
PRoJECT N0.'18-172-1197 221005-4 SECTION 22 1005
Copyright 2016 by KLUBER, lNC.i All Rights Reserved PLUI\,IBING PIPING
D. lnstall piping to maintain headroom, conserve space, and not interfere with use of space.
E, Group piping whenever practical at common elevations,
F. Prepare exposed, unfinished pipe, fittings, supports, and accessories ready for finish painting.
G. Copper Pipe and Tube: Make soldered joints in accordance with ASTM 8828, using specified
solder, and flux meeting ASTM B813; in potable water systems use flux also complying with NSF
61 and NSF 372.
H. PVC Pipe: Make solvent-welded joints in accordance with ASTM 02855.
l. Sleeve pipes passing through partitions, walls and floors.
J. Pipe Hangers and Supports:
1. Suppo( horizontal piping as scheduled.
2. lnstall hangers to provide minimum 1/2 inch space between finished covering and adjacent
work.
3. Place hangers within '12 inches of each horizontal elbow.
4. Use hangers with 1-112 inch minimum vertical adjustment. Design hangers for pipe movement
without disengagement of supported pipe.
5. Where several pipes can be installed in parallel and at same elevation, provide multiple or
trapeze hangers.
6. Provide copper plated hangers and suppo(s for copper piping.
7. Prime coat exposed steel hangers and supports. Hangers and supports located in crawl
spaces, pipe shafts, and suspended ceiling spaces are not considered exposed.
3.03 APPLICATION
A. lnstall unions downsheam of valves and at equipment or apparatus connections.
B. lnstall brass male adapters each side of valves in copper piped system. Solder adapters to pipe.
C. lnstall ball valves for shut-off and to isolate equipment, part of systems, or vertical risers.
D. Provide flow controls in water recirculating systems where indicated.
3,04 TOLEMNCES
A, Drainage Piping: Establish invert elevations within 1/2 inch vertically of location indicated and
slope to drain at minimum of 1/8 inch per foot slope.
B. Water Piping: Slope atminimum of 1/32 inch per foot and arrange todrain at low points.
3,05 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM
A. Prior to starting work, verify system is complete, flushed and clean.
B. Ensure Ph of water to be treated is between 7.4 and 7.6 by adding alkali (caustic soda or soda
ash) or acid (hydrochloric).
C. lnject disinfectant, free chlorine in liquid, powder, tablet or gas form, throughout system to obtain
50 to 80 mg/L residual.
PROJECT N0 18‐172‐1197 221005‐5Copylght 2016 by KLUBER,lNC=A∥R,9hts Reserved
SECT10N 22 10 05
PLUMBING PIPING
D. Bleed water from outlets to ensure distribution and test for disinfectant residual at minimum 15
percent of oullets.
E. Maintain disinfectant in system for 24 hours.
F. lf frnal disinfectant residual tests less than 25 mg/1, repeat treatment.
G. Flush disinfectant from system until residual equal to that of incoming water or 1.0 mg/l.
H. Take samples no sooner than 24 hours after flushing, from 10 percent of outlets and from water
entry, and analyze in accordance with AWWA C651.
3.06 SCHEDULES
A. Pipe Hanger Spacing:
1. Metal Piping:
a. Pipe size: 1/2 inches to'1-1/4 inches:
1) Maximum hanger spacing: 6.5ft.
2) Hanger rod diameter: 3/8 inches.
b. Pipe size: 1-1l2 inches to 2 inches:
1) Maximum hanger spacing: 10ft.
2) Hanger rod diameter: 3/8 inch.
c. Pipe size: 2-112 inches to 3 inches:
1) Maximum hanger spacing: 10fi.
2) Hanger rod diameter: 1/2 inch.
2. Plastic Piping:
a. All Sizes:
1) Maximum hanger spacing: 6ft,
2) Hanger rod diameter: 3/8 inch.
END OF SECTION
PROJECT N0 18‐172‐1197 221005‐6CopyHght 2016 by KLUBER,:NC:A∥Righls Reserved
SECT10N 22 10 05
PLUMBINC PIPING
SECT:ON 2210 06
PLUMB:NG PIPING SPEC:ALT:ES
PARTl GENERAL
l.01 SECT:ON INCLUDES
A.Dralns
B Water hammer arreslors,
1.02 RELATED REQUIREMENTS
A Sec∥on 22 10 05‐Plumbing Piping
l.03 REFERENCE STANDARDS
A ASME Al1263‐日oo「and Trench Drainsi 2001(R2007).
B.ASSE 1019‐Pettrlnance Requlrements for WJI Hydrant面 th BackOow Protedbn and Freeze
Resistancei 201 1.
C NSF61‐D∥nking Wate「System Components‐Healh Effeclsi 2014(Errata 2015).
D NSF372‐Dttnking Waler system Components―Lead Conlent 2011
E PD卜 WH 201‐Water Hammer Arrestersi 2010
1.04 DEL:VERY,STORAGE,AND HANDLiNG
A Accept specianies On sile in o“ginal factory packaging lnspecl fo「damage
PART 2 PRODUCTS
2.01 0ENERAL REQUIREMENTS
A Specialies in Potable VVater Supply Systems: Provide products that comply面 th NSF 61 and NSF
372 for maximum lead content
2.02 DRAiNS
A ManufacturersI
l.MIFAB
2 」ay R Smkh Manufactuttng Company.
3 Zurn industnes,lnc.
B Floor Drain(SD‐1):
1. ASME Al12 6.3;lacquered castiron two plece body with double drainage lange,weep holes,
reversible clamping co∥ar,and 6 inch square,adiuStable stainless steel(ntke卜 brOnze)strainer.
2 MIFAB;Model F1000‐C―S6-3
2.03 WATER HAMMER ARRESTORS
A ManufacturersI
l MIFAB
2 」ay R.Smnh Manufactunng Company
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SECT10N 22 10 06
PLUMBINC PIPINC SPECIALTIES
3 Zum lndustnes,lnc
B VValer Hammer Arrestors:
l Stainless sleel construcJon,be∥ows type sized in a∝ordance wth PD卜 WH 201,precharged
sunable fOr opera∥on in lemperature range‐100 to 300 degrees F and maximum 250 pЫ
working pressure
2 MIFAB;Model WHB
PART 3 EXECUT10N
3.01 1NSTALLAT10N
A insta∥in accordance wnh manufacturers inslrucuons.
B insta∥water hammer arestors complete wth accessible isolalon valve on hot and cold water
supply piping tO plumbing flxlures.
END OF SECT!ON
PRO」ECT N0 18‐172‐1197 221006‐2Copyttght 2016 by KLUBER,INCIA∥Rights Reserved
SECT10N 22 10 06
PLUMBINC PIPING SPECIALTIES
SECT10N 22 40 00
PLUMBING F:XTURES
PART l GENERAL
l.01 SECT!ON INCLUDES
A.Showers
l.02 RELATED REQUIREMENTS
A.Sec1lon 22 10 05-Plumbing Piping
l,03 REFERENCE STANDARDS
A NSF61‐D∥nttng Water System Componenls‐Heath EfFect,2014(Errata 2015)
B. NSF 372‐Drinking water System Components‐Lead Contenti 2011.
1.04 SUBMITTALS
A See Secuon 01 30 00‐Administrative Requirements,for submita!procedures
B PIoduct Data: Provide catalog∥lustrations of lxtures,sizes, rough‐in dimensions,ut∥lty sizes,
t面 m,and inishes
C Maintenance Data: lnclude nxture t“m exploded view and replacement pans lsts
D Waranly:Subml manufacturer warranty and ensure forms have been completed in Owners
name and regも lered wlh manufacturer.
1.05 QUALITY ASSURANCE
A Manufacturer Qua∥ncattOnsi Company specia∥zing in manufactunng the type of products specined
in this sec“on,with minimum three years of documenled expenence
l.06 REGULATORY REQUIREMENTS
A Products Requiring Elect"cal Connection: Listed and classined by Undeni雨 ters Laborato「ies lnc,
as suitable forthe purpose specined and indicated.
1.07 DEL:VERY,STORACE,AND HANDL!NG
A.Accept nxtures On ste in factory packaging.lnspectfor damage
B,Protect insta∥ed lxlures from damage by secu百 ng areas and by leaung factory packaging in place
lo pЮ tecl'xlures and prevent use.
1.08 WARRANTY
A See Secuon 01 78 00‐Closeout Submitals,for addnional waranly requirements
PART 2 PRODuCTS
2.01 GENERAL
A Potable Waler SystemsI Provide plumbin9 1tings and faucets that comply wnh NSF 61 and NSF
372 for maximum lead conlent;label pipe and llings
PROJECT N0 18‐172‐1197 224000‐l SECT10N 22 40 00
Copyttght 2016 by KLUBER,INC:A∥R19hts Reserved PLUMBING FIXTURES
2.02 SHOWER(SH・ 1)
A Manufacturers:
l Moen Commercat MOde18375
2 Powers.
3 Symmons
B Tlm:
l ASME Al1218.1;concealed shower supply wtth chrome plated,single handle,pressure
balanced mixing valve(meeung Orexceeding ASSE 1016)wnh single bronze slem and integral
service stops Brass construc∥on canndge Ⅷth stainless steel maleHa:s Accommodates
back‐lo‐back insta∥ations
C.Shower Head:
1.ASMEAl12181ichromeplatedbrassshowerhead面 th wa∥bracket and anchor plate and
bu∥tln 2.5 9pm lbw control.
PART 3 EXECuT10N
3.01 EXAM:NAT10N
A Ve∥fy that walls and loo「inishes are prepared and ready forinstalla∥on of lxtures
3.02 PREPARAT10N
A Roughln lxlure piping conneclonsin accordance輌 th minimum sizes indicated in nxlure rOughln
schedule for panicula「lxtures
3.03 1NSTALLAT:ON
A insta∥components level and plumb.
B lnsta∥and secure lxlures in place wth wa∥suppo"s and boks.
3.04 CLEANING
A.Clean plumbing nxtures and equipment
3.05 PROTECT10N
A Protectinsta∥ed products from damage due to subsequent construction operations
B Do notpe「ml use ofixlures by construction personneL
C Repar orreplace damaged products before Dale of SubstanJal Compleuon
3.06 SCHEDULES
A Flxture Heights: lnsta∥lxtures to heights above lnished loo「as indicated
4 Shower Heads:
a Adull Male: 84 inches lo bottom of head
END OF SECT10N
PRO」ECT N0 18‐172‐1197 224000‐2Copyttght2016 by KLUBER,INCI A∥R ghts Reserved
SECT10N 22 40 00
PLUMBING FIXTURES
SECT10N 23 37 00
AIR OuTLETS AND INLETS
PART l GENERAL
l.01 SECT:ON INCLUDES
A Registerslg面 ∥es.
1.02 REFERENCE STANDARDS
A ASHRAE Std 70‐Method or Teslng the Perormance OfAi「Ouiets and lnletsi 2006(R2011)
1.03 SuBMITTALS
A See Secuon 01 30 00‐Adminislra∥ve Requirements for submltal procedures.
B Product Data Proude data forequomentreq面 red for thも prolect ReMew ou∥ets and hЮ ts asto
size,lnish,and type of mounting priorto submission Submit schedule of outlets and inlets
sho輛 ng lype,Ы ze,bcalon,app∥calon,and ndse bvd
l.04 QUAL!TY ASSURANCE
A Test and rate air outlet and inlet perormance in accordance vⅥth ASHRAE Std 70.
B,ManuFaclurer Qualnca10nsi company spedalizing in manufactunng the type of products specined
in this seclion,wnh minimum three years ofdocumenled expenence
PART 2 PRODuCTS
2.01 MANUFACTURERS
A PHce lndustnes.
B Tlus.
C. Tutle&Bamey.
D.Na∥o「
2.02 ROUND CEIL:NG DIFFuSERS
A Typα Round,a"ustabЮ patem,sね mped orspun,mu晰 ‐core dittserto dヽ chaЮ e dr h 360
degree patem,wnh sec10nzlng bafnes where indtated.Dittser collar sha∥prolecl not more than
l inch above ce∥ing
B Fablcalon:Aluminum面 th baked whne enamelinish
C Accessories: Radial opposed blade damper and multi‐louvered equa∥zing grd with damper
attuStaЫ e from difuserface
D Tlus Model XC‐310
2.03 WALL EXHAuST AND RETURN REGISTERSIGR:LLES
A Type Stream∥ned blades,3ノ 4 inch minimum depth,314 inch maximum spacing,面 th sp∥ng or
other device to set blades,horizontal face
PROJECT N0 18‐172‐1197 233700_1
Copylght 2016 by KLUBER,INCI A∥Rights Reserved
SECT10N 23 37 00
AIR OUTLETS AND lNLETS
B Frame l‐l14 inch margin輌 th counlersunk screw mounlng
C.Fabnca10n:Aluminum extrusions,wnh factory baked enamel whle nnもh
D.Damper lnlegral,9ang‐operated,opposed blade type輛 th removable key operator,operable from
face
E. Titus Mode1 301 FL.
PART 3 EXECUT!ON
3,01 1NSTALLAT10N
A lnsta∥in accordance面 th manufacturers inslructtons
B Checklocation ofouuets and inlets and make necessary adiuStments in posllon to conform wnh
archlectura:features,symmetry,and∥9hlng arangement
C.lnsta∥dittsers to duclЮ rk wnh airtight conneclion
END OF SECT:ON
PRO」ECT N0 18‐172‐1197 233700‐2cOpynght 2016 by KLUBER,INCI A∥R ghts Reserved
SECT10N 23 37 00
AIR OUTLETS AND INLETS
SECT:ON 26 05 00
BAS:C ELECTRICAL REQUIREMENTS
PARTl GENERAL
l.01 RELATED DOCUMENTS
A Dra輛 ngs and general provisions of Contract,includlng General and Supplementary Condnlons
and Division l SpecincaJOn seclons,apply to this Seclon.
1.02 SECT:ON INCLUDES
A Basic ElectncaI Requirements and mate∥als specincally applicable lo Division 26 Seclions,in
addl on to D市 ision l‐General Requirements, Seclon lncludes:
l Electricalldentincat on.
2 Mino「Demo∥lon
3 Conduclors and Devices
4. Raceways and Boxes
5 Suppotting Devices.
1.03 RECULATORY REQUIREMENTS
A Confomnlo NFPA 70‐Nauonal Electncal cOde,lalest edllon面 th admendmenls as adopted by
the Vi∥age of Oak Brook,IL
B Conforralo bu∥ding codes as adopted by the Vi∥age of Oak Brook,IL.
C lnsla∥elect面 cal Work in accordance面 th the NECA Standard ofinsta∥alon
l.04 DELIVERY,STORAGE AND HANDL:NG
A Store and protecl a∥matenals as specined underthe provisions of Section 01 60 00 and as
speclned herein.
3.De∥ver producls tO the prolect prope∥yidenlled with names,model numbers,types,9rades,
compliance labels,and otherinformation needed foridenllcation
C.Shp products to thelob Site m thdrOn」nd packaJng.Receive and store products h a sunaЫe
mannerlo prevent damage or detettoralon.Keep equipment upttght at a∥lmes
D lnvesugale the spaces through which equipment must pass to reach ns lnaldeslnalon
Coordinate wlh the manufacturerto arange de∥very atthe proper stage of construclon and lo
provide shipping sp∥ts where necessary
l.05 PROJECTrSITE COND:T10NS
A insta∥wo「k in localons shown on Drawings,unless prevenled by Prolect cond∥ons Drawings
har Omited celam branch circuttryin areas for ease ofreading A∥branch drcuttryも lo be
prOvided by ContractOr
B Prepare drawings shOwing proposed rearangement of Work to meet Prolect condllons,including
changes toヽ ハノo「k specined in Other Seclons Obtain permission from ArchnecvEng neer before
proceedlng as specined under modincatiOn procedures
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1.06 QUALITY ASSURANCE
A ProMde Wo「k as required for a complele and operalonal eleclncalinsta∥alon
B A∥products sha∥be designed,manufactured,and tested in accordance with industry standards
Standards,organセ alons,and their abbreviatons as used herealer,nclude the followlng:
l Amencan Nalonal Standards lnsJtute,lnc(ANS)
2 Amencan scciety for Teslng and Matenals(ASTM)
3.National Electncal Manufaclurers Association(NEMA)
4.Undettntett Laboratones,hc(uL).
C lnsta∥a∥Work in a∝ordance wlh the NECA Standard ofinsta∥alon
l.07 SUBMITTALS
A Submta∥requested tems in Division 26 Seclions under provislons of Seclon 01 30 00.
1.08 SUBSTITUT10NS
A Subsltu∥ons w∥be considered only as a:lowed wnhin the provisions of Seclion 01 60 00.
1.09 PROJECT RECORD DOCUMENTS
A.Cooperale and aslst h lhe preparalon of prolectrecod documenb underthe proMЫ ons of
Sec1lon 01 78 00,
1.10 PRO」ECT MANACEMENT AND C00RDiNAT:ON
A.Proper prolect management and coordhalonも cnucJ for a su∝essful prolect Manage and
coordinale the Work面 th a∥other trades in accordance面 th Seclon 01 30 00 requirements,
Re∥ance on the Dra輛 ngs and Spedications onり fOr exact prolect requirements b insufrdent fOr
proper coord nalon.
PART 2 PRODUCTS
2.01 WIRING METHODS
A A∥localons:Bu∥ding輛 re in raceway
B use nO wire sma∥erthan 12 AWG for powerand∥ghing circutts,and no sma∥erthan 14 AWG for
control wi"ng
l Use 10 AWG conduclorfor20 ampere,120 voL branch circut home runsiongerthan 100 feet
Use minimum#10 AWG conductor輛 re in a∥the following 10cations
a A∥programmable panel branch circuns Oargerwhere indicaled)
b.A∥emergency∥ghJng and exl branch clrculs
2.02 W!RE AND CABLE
A Manufacturers:
1.Okontte
2 Southwire
3 Co∥yer
B Bu∥ding Wire:
PROJECT N0 18‐172‐1197 260500‐2 sECT10N 26 05 00
Copy∥ght2016 by KLUBER,INCI A∥R ghts Reserved BASIC ELECTRICAL REQUIREMENTS
1. Feeders and Branch Circuits Larger Than 6 AWG: Copper, stranded conductor, 600 volt
insulalion.
2. Feeders and Branch Circuits 6 AWG and Smaller: Copper conductor, 600 volt insulation. 6
and I AWG, stranded conductor; smaller than 8 AWG, stranded conductor (solid for device
terminations).
3. Control Circuits: Copper, stranded conductor, 600 volt insulation.
4. Use 10 AWG conductors for 20 ampere, 120 volt branch circuits longer than 75 feet.
5. Use 10 AWG conductors for 20 ampere, 277 volt branch circuits longer than 200 feet.
6. Use conductor not smaller than 12 AWG for power and lighting circuits.
7. Use conductor not smaller than 16 AWG for control circuits.
C. Locations:
1. Concealed Dry lnterior Locations: Use only building wire with Type THHN insulation in
raceway.
2. Exposed Dry lnterior Locations: Use only building wire with Type THHN insulation in raceway.
3. Above Accessible Ceilings: Use only building wire with Type THHN insulation in raceway.
4. Wet or Damp lnterior Locations: Use only building wire with Type THWN insulation in raceway.
2.03 WIRING DEVICES AND WALL PLATES
A. Single Pole Switch: Specification grade.
1. Hubbell Model 1121.
2. P&SModel 521.
3. Leviton Model 1'121.
4. Color: lvory.
B. Three-way Switch: Specification grade.
1. Hubbell Model 1123.
2. P&SModel 523.
3. Leviton Model 1123.
4. Color: lvory,
C. Four-way Switch: Specification grade.
1. Hubbell Model 'l'124.
2. P&SModel 524.
3. Leviton Model 1124.
4. Color: lvory.
D. Single-pole Key Switch: Specification grade.
'1. Hubbell Model 112'l-1.
2. P&SModel 521-1.
3. Leviton Model 1121-1.
E. Three-way Key Switch: Speciflcation grade.
1. Hubbell Model 1123-1,
2. P&SModel 523-1.
3. Leviton Model 1123-1.
F. Four-way Key Switch: Specification grade.
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BASIC ELECTRICAL REQUIREMENTS
l Hubbe∥Mode1 1124‐L.
2P&S Mode1524‐L.
3.Le∥ton Modd l124‐L、
G.Duplex Convenience Receptaclel Nema 5-20R,duplex,specinca10n grade.
l Hubbe∥
2.Bryant
3 Levlton.
4 Color lvory.
H GFCI Receptaclel Nema 5‐20R,duplex,GFCl,specincaJOn grade
l Hubbe∥Model GF‐5362
2. Slater Model SIR‐20‐F3. Eagle Mode1 647.
4 Color lvory
l Decoralve Cover Plalel
l Hubbe∥
2 Bryant.
3. Leviton
4. Desc面 ption: lvory,metal
2.04 RACEWAY REQUIREMENTS
A use only Specined raceway in the fo∥owing localons:
1. Branch Circuns and FeedersI
a,Concealed Dry lnte"o「Locauons:ElectHcal meta∥ic tubing
b ExpOsed Drylnte∥or Finished Locauons Elect∥cal meta∥ic tubing
c ExpOsed Drylnte∥or uninished LocattonsI Elect"cal meta∥ic tubing
d A∥otherlocalons:Galvanized Rigid Meta∥ic Condut
B Sレ e raceways for cOnduclortype msta∥ed
l Minlmum Size Condut Homerun lo Pane boardi 3/41nch.
2.05 METALLIC CONDUIT AND FiTTINCS
A Conduに
1. Rigid steel ConduL ANSI C80.1.
2 Electncal meta∥ic tubing: ANSi C80 3
3. Flexible Conduit: UL l,zinc‐ooated sleeL
a Liquid19ht Flexible Condu性 :UL360 Fitings sha∥be specnca∥y approved for use輛 th thお
raceway.
B Condul Fitings:
1. Metal Fitings and Condun BOdiesI NEMA F8 1
a EMT lllings: use set‐screw indenlor‐lype ntttngs
2.06 NONMETALLIC TUBING
A Manufacturers:
1. Ca∥on Co
PROJECT N0 18‐172‐1197 260500‐4cOpynght 2016 by KLUBER,INC:A∥Rights Reserved
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BASIC ELECTRICAL REQUIREMENTS
2, LCP National Plastics, lnc.
3. Pacific Westem Extruded Plastics Co.
B. Description: UL651A'Type EB and A PVC Conduitand HDPE Conduit.'
1 . Conduit: Schedule 40. Suitable for exposure to sunlight and direct burial.
2,07 CONDUIT HANGERS
A. Manufacturers:
'1. Minenallac Electric Company.
2. Substitutions: 0r Approved Equal.
B. Description:
1. Standard conduit hanger, zinc-plated steel with bolts.
2. Threaded rod and hardware: Plated finish, size and length as required for loading and
conditions.
2.08 BEAM CLAMPS
A. Manufacturers:
1. Appleton.
2, Midwest.
3. Raco.
B. Description: Malleable beam clamp, zinc plated steel.
2.09 ELECTRICAL BOXES
A. Manufacturers:
1. Raco.
2. Steel City.
3. Appleton.
4. Substitutions: 0r Approved Equal.
B. Sheet Metal Outlet Boxes: ANSUNEMA OS 1, galvanized steel, suitable for installation in
masonry:
C. Equipment Support Boxes: Rated for weight of equipment supported; include 2 inch male fi(ure
studs where required,
D. wet Location 0utlet Boxes: cast aluminum: cast alloy, deep type, gasket cover, threaded hubs.
2.10 PENETRATIONSEALANTS
A. Fire+ated assemblies: Provide firestopping of all penetrations made by Work under this Contract in
accordance with provisions of Section 07 84 00 requirements.
B. Thermal and Moisture Protection: Provide thermal and moisture protection made by Work under
this contract of all exterior wall, floor and roof penetrations in accordance with Division 7
requirements.
2,11 MOTION SENSORS
A. Manufacturers:
PRO」ECT N0 18‐172・ 1197 260500‐5Copynght 2016 by KLUBER,INC:A∥Rり hヽ Reserved
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BASIC ELECTRICAL REQUIREMENTS
1. Leviton
2. Hubbell
3. Approved Equal
B. Combination Wall Switch/Occupancy Sensor
1. Dual technology (passive infrared and ultrasonic), 277V sensor with 180degree lield-olview
and maximum coverage of 2400 square feet.
2. Manual push button for 0N/0FF light switching.
3. Time delay seftings: 30 seconds, '10, 20 or 30 minutes).
4. Adjustable lntegral blinders.
5. Sensor shall continuously monitor space to idenlify usage pattems. Unit shall automatically
adjust time delay and sensitivity settings for optimal performance and energy efficiency.
C. Ceiling Mounted.
'1. Dual technology (passive infrared and ultrasonic), 24VDC sensor with unobtrusive appearance
and 360 degrees of coverage.
a. Provide type/quantity of motion sensors to meet square foot coverage requirements.
2. Provide power pack for 24VDC conkols and switching of 1201277V cicuils. Minimum quantity
of sensors per power pack: 2,
3. Sensor shall continuously monitor space to identify usage patterns. Unit shall automatically
adjust time delay and sensitivity settings for optimal performance and energy efficiency.
4. Time delay settings: Auto, fixed (5,10,15,200r30 minutes).
5. Sensitivity settings: Auto, reduced sensitivity (passive infrared) variable (ultrasonic).
6. (1) N/0 and (1) N/C output.
2.I2 NAilIEPLATESAND LABELS
A. Nameplates: Engraved threeJayer laminated plastic, black letters on white background.
B. Locations:
1. Each electrical distribution and control equipment enclosure.
C, Letter Size:
1. Use 1/8 inch letters for identifying individual equipment and loads.
2. Use 114 inch letters for identifying grouped equipment and loads.
D. Labels: Embossed adhesive tape, with 3/16 inch white letterc on a black background. Useonlyfor
identification of individualwall switches and receptacles and conhol device stations.
2.13 WIRE AND CABLE MARKERS
A. ManufactureB:
1. Brady Model PCPS.
2. Panduit Model PCM.
3. T&BModel WM.
B. Description: Cloth type wire markers.
C, Locations: Each conduclor at panelboard gufiers, pull boxes, and each load connection.
D. Legend:
PRO」ECT N0 18-172‐1197 260500‐6copynght 2016 by KLUBER,INC=A∥Rights Reserved
SECT10N 26 05 00
BASIC ELECTRICAL REQUIREMENTS
1. Power and Lighting Circuits: Branch circuit or feeder number indicated on drawings.
2,14 CONDUIT MARKERS
A. Location: Furnish markers for each conduit longer than 6 feet.
B. Spacing: 20 feet on center.
C. Color:
1. 480 Volt System: Orange
2. 208 Volt System: Black
3. FheAlarm System: Red.
PART 3 EXECUTION
3.01 EXAMINATION AND PREPARATION
A. Demolition Drawings are based on casual field observation and are intended to identify the limits
of the construction site. Remove all electrical systems in their entirety in proper sequence with the
Work.
B. Disconnect electrical systems in walls, floors, and ceilings for removal.
C. Provide temporary wiring and connections to maintain existing systems in service during
construction. When work must be performed on energized equipment or circuits, use personnel
experienced in such operations.
D. Existing Fire Alarm System: Maintain existing system in service. Disable system onlyto make
switchovers and connections. Notify Owner, ArchitecUEngineer and local{ire service at least 24
houn before partially or completely disabling system, Minimize outage duration. Make temporary
connections to maintain service in areas adjacent to work area.
E. Beginning of demolition means installer accepts existing conditions.
F. Verify thal supporting surfaces are ready to receive rivork.
G. Electrical boxes are shown on Drawings, in approximate locations, unless dimensioned.
1. Obtain verification from ArchitecUEngineer for locations of outlets throughout prior to rough-in.
H. Degrease and clean surfaces to receive wke markers.
L Verify that interior of building is physically protected from weather.
J. Verify that mechanical work which is likely to injure conductors has been completed.
K. Completely and thoroughly swab raceway system before installing conductors.
3.02 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK
A, Remove all existing electrical installations to accommodate new construction.
B. Remove abandoned wiring to source of supply,
C. Remove exposed abandoned conduit, including abandoned conduit above accessible ceiling
finishes. Cut conduit flush with walls and floors, and patch surfaces.
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D. Relocate existing fire alarm devices affected by wall, ceiling and floor demolition.
E. Repair adjacent construction and finishes damaged during demolition and e(ension wok.
F. Properly dispose of all ballast to approved ballast recycler. Do not land fill ballasts.
3.03 APPLICATION
A. lnstall nameplate and label parallel to equipment lines.
B, Secure nameplate to equipment front using screws,
C. Secure nameplates to inside surface of door on panelboard that is recessed in finished locations.
D. ldentify underground conduits using underground warning tape. lnstall one tape per trench at 3
inches below finished grade.
E. Neatly train and secure wiring inside boxes, equipment, and panelboards.
F. Use wire pulling lubricant for pulling 4 AWG and larger wires.
G. Route wire and cable as required to meet project conditions.
1. Wire and cable routing indicated is approximate unless dimensioned.
2. Where wire and cable destination is indicated and routing is not shown, determine exact routing
and lengths required,
H. Pull allconductors into raceway at same time.
l. Protect exposed cable from damage.
J. Neatly train and lace wiring inside boxes, equipment and panelboards.
K, Support cables above accessible ceilings to keep them from resting on ceiling tiles.
L. Make splices, taps, and terminations to carry full ampacity of conductors without perceptible
temperature rise.
M. Use split bolt connectors for copper conductor splices and taps, 6 AWG and larger. Tape
uninsulated conductors and connector with electrical tape to 150 percent of insulation rating of
conductor.
N. Provide anchors, fasteners, and supports in accordance with NECA "standard of lnstallation".
0. Do not fasten supports to pipes, ducts, mechanical equipment, and conduit.
P. Do not use powder-actuated anchors.
Q. Do not drill or cut structural members.
R. Fabricate supports from structural steel or steel channel. Rigidly weld members or use hexagon
head bolts to present neat appearance with adequate strength and rigidity. Use spring lock
washers under all nuts.
S. lnstall surface-mounted cabinets and panelboards with minimum offour anchors.
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BASIC ELECTRICAL REQUIREMENTS
T, ln wet and damp locations use steel channel supports to stand cabinets and panelboards one inch
off wall.
U, Use sheet metal channel to bridge studs above and below cabinets and panelboards recessed in
hollow partitions,
V. Terminate spare conductors with electricaltape.
W. Do not share neutral conductor on load side of dimmers,
X. lnstallwiring devices in accordance with manufacture/s instructions,
1. lnstall wall switches at height shown on drawings, OFF position down.
2, lnstall convenience receptacles at height shown on drawings grounding pole on bottom.
3, lnstall specific purpose receptacles at heights shown on Drawings,
Y. lnstall wall plates flush and level.
1. lnstall decorative plates on switch, receptacle, and blank outlets in finished areas.
2. lnstall galvanized steel plates on outlet boxes and junction boxes in unfinished areas, above
accessible ceilings, and on surface-mounted outlets,
END OF SECT:ON
PRO」ECT NO.18‐172‐1197 260500‐9Copyright 2016 by KLUBER,INC.;A∥Rlghts ReseⅣed
SECT10N 26 05 00
BASIC ELECTRICAL REQUIREMENTS
sEcTtoN 26 sl 00
LIGHTING
PARTl GENERAL
1.01 SECTION INCLUDES
A. lnteriorluminaires.
B. Emergency lighting units.
C. Ballasts and drivers,
D. Lamps.
E. Luminaire accessories.
1.02 REFERENCESTANDARDS
A. NECA 1 - Standard for Good Workmanship in Electrical Construction; National Electrical
Contractors Association: 201 0.
B. NECA/IESNA 50'1 - Recommended Practice for lnstalling Eftrior Lighting Systems; National
Electrjcal Contractors Association; 2006.
C. NEMA LE 4 - Recessed Luminaires, Ceiling Compatibility; National Electrical Manufacturers
Association; 2012.
D, UL 1598 - Luminaires; Cunent Edition, lncluding All Revisions.
E. UL 8750 - Light Emitting Diode (LED) Equipment for Use in Lighting Products; Cunent Edition,
lncluding All Revisions.
F, IESNA LM-63 - ANSI Approved Standard Fib Format for Electronic Transfer of Photometric Data
and Related lnformation; llluminating Engineering Society; 2002 (Reaffirmed 2008).
G. NECI/IESNA 500 - Standard for lnstalling lndoor Commercial Lighting Systems; National
Electrical Contractors Association; 2006.
H. NECI/IESNA 502 - Standard for lnstalling lndustrial Lighting Systems; National Electrical
Contractom Association; 2006.
L UL 924 - Emergency Lighting and Power Equipment; Current Edition, lncluding All Revisions.
J. UL 1598 - Luminaires; Cunent Edition, lncluding All Revisions.
1,03 ADMINISTMTIVE REQUIREMENTS
A. Coordination:
1 . Coordinate the installation of luminaires with mounting surfaces installed under other sections
or by others. Coordinate the work with placement of supports, anchors, etc. required for
mounting. Coordinate compatibility of luminaires and associated trims with mounting surfaces
at installed locations.
PRO」ECT N0 18‐172‐1197 265100‐1copynght 2016 by KLUBER,INC IA∥R ghts Reserved
SECT10N 26 51 00
L GHTING
2. Coordinate the placement of luminaires with shuctural members, ductwork, piping, equipment,
diffusers, fire suppression system components, and other potential conflicts installed under
other sections or by others.
3. Notify ArchitecUEngineer of any conflicts or deviations from the contract documents to obtain
direction prior to proceeding with work.
1.04 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.
B. Shop Drawings:
1. Provide photometric calculations where luminaires are proposed for substitution upon request.
2. lndicate construction, installation and mounting details for products.
3. Wiring Diagrams: Submit wiring diagrams for all exit sign, night light, self-contained back-up
battery lighting, battery ballasts and associated circuit breakers, programmable circuit breakers
and/or emergecy circuit breakers.
C. Product Data: Provide manufacture/s standard catalog pages and data sheets including detailed
information on luminaire construction, dimensions, ratings, linishes, mounting requirements,
listings, service conditions, photometric performance, installed accessories, and ceiling
c0mpatibility; include model number nomenclature clearly marked with all proposed features.
1. LED Luminaires:
a. lnclude estimated useful life, calculated based on IES LM-80 test data.
b. lnclude IES LM-79 test report upon request,
2. Lamps: lnclude rated life, color temperature, color rendering index (CRl), and initial and mean
lumen output.
3. Whing diagrams: Provide widng diagrams for dimmable ballasts and dimmable switches.
D. Manufacture/s lnstallation lnstructions: lndicate application conditions and limitations of use
stipulated by product testing agency. lnclude instructions for storage, handling, protection,
examination, preparation, and installation of product.
E. Operation and Maintenance Data: lnstructions for each product including information on
replacement parts.
F. Maintenance Materials: Fumish the following for Owne/s use in maintenance of project.
1. See Section 01 60 00 - Product Requirements, for additional provisions.
G. Project Record Documents: Record actual connections and locations of luminaires and any
associated remote components,
1,05 QUALITY ASSURANCE
A. Conform to requirements of NFPA 70.
B. Manufacturer Qualifications: Company specializing in manufacturing the products specifed in this
section with minimum three years documented experience.
1.06 DELIVERY, STOMGE, AND PROTECTION
A. Receive, handle, and store products according to NECA/IESNA 500 (commercial lighting),
NECA/IESNA 502 (industrial lighting), and manufacture/s w tten inshuctions,
PRoJECT NO, 18-172-1197 26 51 0O _ 2 sEcIoN 26 51 00
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B.Keep products in onginal manufacturers packaging and prolect from damage unllready for
insta∥ation.
1.07 FiELD COND!T10NS
A. Maintain leld conditions Ⅶthin manufacturers required service conditions during and ater
insta∥ation.
1.08 WARRANTY
A See Seclon 01 78 00‐CIoseout Submitals,for addlional warranty requirements
PART 2 PRODuCTS
2.01 LUMiNA:RE TYPES
A Furnish products as specined below
B Subsutulonsi see seclon o1 60 00‐Producl Requiremenls,except where individualluminaire
types are designaled面 th substitulons not perrnited.
C Type A: Recessed LED llx41・
l Products:
a Ph∥ips FluxPanel LED‐lFXP30L835‐4‐DS‐UNV‐DIM.
b Substlulons: See Seclon 01 60 00‐Product Requirements
2.Housingl sleeL painted whne
3, Nominal Size:l by 4 feet
4 A「Functioni stalc(nO ar functiOn).
5.Ce∥ng T∥m:NENtt type F(langed).
6. Lamp(s)One_30001umen LED
a. Correlated Color Temperature1 3,500K
7. Vollage: Universa1 1 20‐277V
8 Provide emergency power supply unnin luminaires designaled面 th・ EMl on the drawings.
9 Mounlngi Recessed,hard cei∥ng
D Type BI Recessed LED Down19ht
l Productsi
a Phi∥ps LightO∥er‐CP6RB07830W
b Substlulonsi See Seclion 01 60 00‐Product Requiremenls.
2 Housing:Aluminum.
3 Nominal Apenure size: Round,6 inches.
4.Lamp(s)One_1lW LED
a Corre!aled CO!Or Temperature: 3,000K
5 Voltage: Universa!120‐277V
2.02 LUM:NAIRES
A Provide products that comply wth requirements of NFPA 70
B Provide products that are∥sted and labeled as complying Ⅵnth UL 1598,where app∥cable
C Provide products lsled,classined,and labeled as suitable forthe purpose intended
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D. Provide products complying with Federal Energy Management Program (FEMP) requirements.
E. Unless othenrvise indicated, provide complete luminaires including lamp(s) and all sockets,
ballasts, reflectors, lenses, housings and other components required to position, energize and
protect the lamp and distribute the light.
F. Unless specifically indicated to be excluded, provide all required conduit, boxes, wiring,
connectors, hardware, supports, hims, accessories, etc. as necessary for a complete operating
system.
G. Provide products suitable lo withstand normal handling, installation, and service without any
damage, distortion, conosion, fading, discoloring, etc.
H. Recessed Luminaires:
1. Ceiling Compatibility: Comply with NEMA LE 4.
2. Luminaires Recessed in lnsulated Ceilings: Listed and labeled as lc-rated, suitable for direct
contact with insulation and combustible materials.
3. Luminaires Recessed in Sloped Ceilings: Provide suitable sloped ceiling adapters.
l. FluorescentLuminaires:
1. Provide ballast disconnecting means complying with NFPA 70 where required.
J. LED Luminaires:
1. Components: UL 8750 recognized or listed as applicable.
2. Tested in accordance with IES LM-79 and IES LM-80.
3. LED Estimated Useful Life: Minimum of 50,000 hours at 70 percent lumen maintenance,
calculated based on IES LlA80 test data.
K. LED Luminaire Components: UL 8750 recognized or listed as applicable.
L. Luminaires Mounted in Continuous Rows: Provide quantity of units required for length indicated,
with all accessories required for joining and aligning.
2.03 EMERGENCY LIGHTING UNITS
A. Description: Emergency lighting units complying with NFPA 10'1 and all applicable state and local
codes, and listed and labeled as complying with UL 924.
B. Operation: Upon interruption of normal power source or brownout condition exceeding 20 percent
voltage drop from nominal, solid-state control automatically switches connected lamps to integral
battery power for minimum of g0 minutes of rated emergency illumination, and automatically
recharges battery upon restoration of normal power source.
C. Battery:
1. Sealed maintenance-free lead calcium unless othemrise indicated.
2. Size battery to supply all connected lamps, including emergency remote heads where
indicated.
D. Diagnostics: Provide power status indicator light and accessible integral test switch to manually
aclivate emergency operation.
E. Provide low-voltage disconnect to prevent battery damage from deep discharge.
PRoJECT N0. 18-172-1197 26 51 00 _ 4 sEcTtoN 26 51 00
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F. Accessories:
1 . Provide compatible accessory mounting brackets where indicated or required to complete
installation.
2. Provide compatible accessory high impact polycarbonate vandal shields where indicated.
3. Provide compatible accessory wire guards where indicated.
4. Where indicated, provide emergency remote heads that are compatible with the emergency
lighting unit they are connected to and suitable for the installed location.
2.04 BALLASTS AND DRIVERS
A. Manufacturers:
1. General Electric Company/GE Lighting: www.gelighting.com.
2. OsramSylvania: www.sylvania.com.
3. Philips Lighting Electronics/Advance: www.advance.philips.com.
4. Universal; www.unvlt.com
5. Substitutions: See Section 01 60 00 - Product Requirements.
6. Manufacturer Limitations: Where possible, for each type of luminaire provide ballasts produced
by a single manufacturer.
7. Where a specific manufacturer or model is indicated elsewhere in the luminaire schedule or on
the drawings, substitutions are not permitted unless explicitly indicated.
B, All Ballasts:
1. Provide ballasts containing no polychlorinated biphenyls (pCBs).
2. Minimum Efficiency/Efficacy: Provide ballasts complying with allcunent applicable federal and
state ballast efficiency/efficacy standards,
C. Dimmable LED Drivers:
1. Dimming Range: Continuous dimming from 100 percent to one percent relative light output
unless dimming capability to lower level is indicated, without flicker.
2. Control Compatibility: Fully compatible with the dimming controls to be installed.
3. Product(s):
a. Lutron Hi-Lume (13D0-Series): 3-wire and digital control; 0.1 percent dimming with Soft-On
and Fade-to-Black low end performance.
b. Lutron Hi-Lume A-series (LTE-series): Fonrvard phase (neutral wire required); one percent
dimming.
c. Lutron Hi-Lume A-Series (L3D-Series): 3-wire and digital control; one percent dimming.
d. Lutron EcoSystem H-Series (LDE1-series): Digital conhol; one percent dimming with
Soft-On and Fade-to-Black low end performance.
2,05 FLUORESCENT EMERGENCY POWER SUPPLY UNITS
A. Description: Self+ontained fluorescent emergency power supply units suitable for use with
indicaled luminaires, complying with NFPA 101 and all applicable state and local codes, and listed
and labeled as complying with UL 924.
B. Compatibility:
1. Ballasts: Compatible with electronic, standard magnetic, energy saving, and dimming AC
ballasts, including those with end of lamp life shutdown circuits.
PRO」ECT N0 18‐172‐1197 265100‐5cOpynght2016 by KLUBER,INCI A∥R ghts Reserved
SECT10N 26 51 00
LIGHTING
2. Lamps: Compatible with low-mercury lamps.
C. Operation: Upon intenuption of normal power source, solid-state control automatically switches
connected lamp(s) to the fluorescent emergency power supply for minimum of 90 minutes of rated
emergency illumination, and automatically recharges battery upon restoration of normal power
s0urce.
D. Emergency lllumination Output:
1. Luminaires with F32T8 Lamps: Operate one lamp(s) at a minimum of 600 lumens unless
othemise indicated with indicated illumination evenly divided between the lamps.
E. Diagnostics: Provide accessible and visible multi-chromatic combination test switch/indicator light
to display charge, test, and diagnostic status and to manually activate emergency operation.
F. Fluorescent Dimming Conkol Units: Linear slide type, rated waftage and voltage as required.
2.06 LAMPS
A. Manufacturers:
1 . General Electric Company/GE Lighting: www.gelighting.com,
2. Osram Sylvania: www,sylvania.com.
3. Philips Lighting Company: www.lighting.philips.com.
4. Substitutions: See Section 01 60 00 - Product Requirements.
5. Manufacturer Limitations: Where possible, provide lamps produced by a single manufacturer.
B. Lamps - General Requirements:
1 . Unless explicitly excluded, provide new, compatible, operable lamps in each luminaire.
2. Verify compatibility of specified lamps with luminaires to be installed. Where lamps are not
specified, provide lamps per luminake manufacturer's recommendations.
3. Minimum Efficiency: Provide lamps complying with all cunent applicable federal and state lamp
efiiciency standards.
4. Color Temperature Consistency: Unless otherwise indicated, for each type of lamp fumish
products which are consistent in perceived color temperature. Replace lamps that are
determined by the ArchitecUEngineer to be inconsistent in perceived color temperature.
C. Compact Fluorescent Lamps: Wattage and bulb type as indicated, with base type as required for
luminaire.
PART3 EXECUTION
3.01 EXAMINATION
A. Verify that field measurements are as shown on the drawings.
B. Verify that outlet boxes are installed in proper locations and at proper mounting heights and are
properly sized to accommodate conductors in accordance with NFPA 70.
C. Verify that suitable support frames are installed where required.
D. Verify that branch circuit wiring installation is completed, tested, and ready for connection to
luminaires.
E. Verify that conditions are satisfactory for installation prior to starting work.
PROJECT N0. 18-172-1197 26 51 00.6 SECTIoN 26 51 00
Copylight 2016 by KLUBER, lNC.iAll Rights Reserved LIGHTING
F. Examine substrate and supporting grids for luminaires.
G. Examine each fi(ure to determine suitability for lamps specified.
3,02 PREPARATION
A. Provide extension rings to bring outlet boxes flush with finished surface.
B. Clean dirt, debris, plaster, and other foreign materials from outlet boxes.
3.03 INSTALLATION
A. lnstall products according to manufacturer's instructions.
B. lnstall luminaires securely, in a neat and workmanlike manner, as specified in NECA 1 (general
workmanship), NECA 500 (commercial lighting), and NECA 502 (industrial lighting).
C. lnstall luminaires plumb and square and aligned with building lines and with adjacent luminaires.
D. Locate recessed ceiling luminaires as indicated on reflected ceiling plan.
E. lnstallwall mounted luminaires, emergency units and exit signs at heighi as indicated on Drawings
and directed in the field by Architect. Obtain final approval from Architect prior to commencement
of this portion of work.
F. lnstall accessories fumished with each luminaire.
G. Make wiring connections to branch ckcuit using building wire with insulation suitable for
temperature conditions within luminaire.
H. Suspended Ceiling Mounted Luminaires:
1. Do not use ceiling tiles to bear vreight of luminaires.
2. Support luminaires larger than 2 foot by 4 foot size independent of ceiling framing.
3, Secure lay-in luminaires to ceiling support channels using listed safety clips at four corners.
4. See appropriate Division g section where suspended grid ceiling is specilied for additional
requirements.
l. Recessed Luminaires:
'1. lnstall trims tight to mounting surface with no visible light leakage.
2. lnstall recessed luminaires to permit removal from below.
3. lnstall recessed luminaires using accessories and firestopping materials lo meet regulatory
requirements for fire rating.
4. lnstall clips to secure recessed grid-supported luminaires in place.
J. Suspended Luminaires:
1. lnstall using the suspension method indicated, with support lengths and accessories as
required for specified mounting height.
2. Unless othenruise indicated, support pendants from swivel hangers.
K. lnstall accessories furnished with each luminaire.
L. Bond products and metal accessories to branch circuit equipment grounding conductor.
PRO」ECT N0 18‐172‐1197 265100‐7Copyttght 2016 by KLUBER,lNCI A∥Rlghts Reserved
SECT10N 26 51 00
LlGHTING
M. Fluorescent Luminaires Controlled by Dual-Level Switching: Connect such that each switch
controls the same conesponding lamps in each luminaire.
N, Emergency Lighting Units:
'l . Unless othenrvise indicated, connect unit to unswitched power from same circuit feeding normal
lighting in same room or area. Bypass local switches, contactors, or other lighting controls.
0. lnstall lamps in each luminaire.
P. Lamp BurnJn: Operate lamps at full output for prescribed period per manufacture/s
recommendations prior to use with any dimming controls. Replace lamps that fail prematurely due
to improper lamp burn-in.
3.04 FIELD QUALITY CONTROL
A. lnspect each product for damage and defects.
B. Operate each luminaire after installation and connection to verifo proper operation.
C. Test self-powered exit signs, emergency lighting units, and fluorescent emergency power supply
units to verify proper operation upon loss of normal power supply.
D. Conect wiring deficiencies and repair or replace damaged or defective products. Repair or replace
excessively noisy ballasts as determined by ArchitecUEngineer.
E. Energy Code Commissioning: The electrical contractor shall program, test, calibrate and confirm
the proper operation and plaement of all lighting controls in accordance with the lntemational
Energy Code, 2012 Edition Paragraph C408,3'Lighting system functional testing".
3.05 ADJUSTING
A. Aim and position adjustable luminaires to achieve desired illumination as indicated or as directed
by ArchitecUEngineer. Secure locking fiftings in place.
B. Aim and position adjustable emergency lighting unit lamps to achieve optimum illumination of
egress path as required or as directed by ArchitecUEngineer or authority having jurisdiction.
C. Relamp luminaires which have failed lamps at completion of work.
3.06 CLEANING
A. Clean surfaces according to NECA 500 (commercial lighting), NECA 502 (industrial lighting), and
manufacture/s instructions to remove dirt, fingerprints, paint, or other foreign material and restore
finishes to match orlginal factory finish.
3.07 CLOSEOUTACTIVITIES
A. See Section 01 78 00 - Closeout Submittals, for closeout submiftals.
B. Demonstration: Demonstrate proper operation of luminaires to ArchitecUEngineer, and correct
deficiencies or make adjustments as directed.
C. Just prior to Substantial Completion, replace all lamps that have failed.
D, Project record documents: Accurately record location ofeach luminaire.
PROJECT NO, 18-172-1197 26 51 00 - 8 SECT|oN 26 51 00
Copyright 2016 by KLUBER, lNC.; All Rights Reserved LIGHIING
3.08 PROTECT10N
A Prolectinsta∥ed luminaires from subsequent construcuon OperaJons
END OF SECT10N
PRO」ECT N0 18‐172‐1197 265100‐9Copynght 2016 by KLUBER,INC=A∥Rights Reserved
SECT10N 26 51 00
LIGHTING
ATTACHⅣIENT C
VILLAGE OF OAK BR00K
FIRE STATION 93 SHOWER R00MS PIPING AND VALVE
REPLACEMENT PROECT
ATTACⅡMENT C
LIST OF DRAWINGS
SHEET NOS. SHEET TITLES
G100 Cover Sheet,Generd Notes,Sン mbols,and Drawing
lndex
A310 Floor Plans and Reflected Ceiling Plans
ⅥLLAGE OF OAK BR00K
FIRE STATION 93 SⅡOWER R00MS PIPING AND VALVE
REPLACEMENT PROECT
ATTACHMENT D
SPECIAL PROJECT REOUIREMENTS
1. Contractor shall have five (5) years of experience which is comparable in type and scope to
this project.
2. Work hours are 7:00 a.m. to 4:30 p.m. Monday through Friday. Any deviation is subject to
the approval of the Village representative.
3. The project will be done on consecutive work days, excluding weekends and holidays
observed by the Village, until completed, delays only to inclement weather.
4. Contractor is required to obtain all necessary permits from the Village of Oak Brook, and
schedule required inspections through Community Development.
5. The Contractor shall supply to the Village, phone numbers where he/she can be reached
after normal working hours.
6. The Contractor must submit all manufacturers' literature on all materials that will be used
on this project, including M.S.D.S. (Material Safety Data Sheets) prior to any work
beginning.
7. A storage location for supplies, ladders and scaffolding shall be mutually agreed upon
between the Village and the contractor before any material is stored on site. The Contractor
must deliver material with manufacturers labels intact and legible, store material on raised
platforms and cover material with protective covering.
8. Before work is started, Contractor must deliver to the job site sufficient material to complete
the project.
9. If a dumpster is required, the location of the dumpster placement shall be mutually agreed
upon between the Village and the contractor.
10. All ladders and scaffolding shall be maintained in prior working order during the course of
this project and shall be secured at the end of each workday.
1 l. Contractor must provide barricades to ensure that falling debris will not injure anyone, and
to prevent public access to the work area at all times. Yellow "CAUTION" tape will be
ATTACHMENT D
placed below the immediate work areas of laborers and scaffolds to warn the public of
people working overhead.
12. At all times, Contractor must keep the work and storage areas in a clean, orderly, and a
picked up manner, to prevent debris from blowing. Clean adjoining streets and immediate
vicinity at the end of each work day. Sidewalks, windowsills, roofs and other work areas
will be broom swept to remove all debris. Daily material and debris not placed into dumpster
will be removed from the site.
13. Upon completion of the project the work area shall be cleaned. All debris and remaining
material and supplies shall be removed from the jobsite, including the dumpster within 72
hours of completion.
14. Upon completion the Contractor shall supply a one year warranty covering material and
workmanship; contractor shall submit sample warranty with bid.
VILLAGE OF OAK BR00K
FIRE STATION 93 SHOWER R00MS PIPING AND VttVE
REPLACEMENT PROECT
APPENDIX l
PREVAILING WAGES
County Trade Title Region Type Class Base waSe OT M‐FOT Sa OT Su OT Hol H/W Pension Training Other Frinre Benefit
DuPaBe ASBESTOS ABT―GEN A∥ALし 4122 1377 13200
DuPage ASBESTOS ABT‐MCC A∥BLD 37882 11820 0フ20
DuPage BOILERMAKER A∥BLD 4946220O
DuPage BRICK MASON A∥45382 174000
DuPage CARPENTER A∥ALL 4735 4935 1179 204100
0uPage CEMENT MASON A∥ALL 472522 17030 11
OuPage CERAMIC TlLE FNSHER A∥BLD 39562 1075 120200
DuPage COMMUNICAT10N TECH A∥BLD 33822 1235 068
OuPaSe ELECTRIC PWR EQMT OP A∥ALL 579520 0750
DuPage [LECTRlC PWR EQMT OP ALL Hヽ りγ 4145 56382 12870 0730
DuPage ELECTRlC PWR GRNOMAN A∥ALL 29325 9090 0290
DuPage 〔LECTRlC PWR GRNOMAN ALL Hヽ ～～563820 0660
DuPage ELECTRlC PWR tiNEMAN A∥ALし 510622 57500
DuPage ELECTRiC PWR tlNEMAN ALL Hヽ Vγ 5638200
DuPage 〔LECTRIC PWR TRK DRV A∥ALL 57952 5750
DuPage 〔LECTRlC PWR TRK DRV Att Hヽ Vγ 33142 102900
DuPage ELECTR!CIAN A∥BLD2 1235 2178 0750
0uPage CtCVATOR CONSTRUCTOR A∥BLD 5485 617122 1543 439 061
D!Page FENCt ERECTOR NE ALし 3958200
DuPaSe FENCE ERECTORW ALL 207600
DuPage GtAZIER A∥BLD 424522 1404 20140O
DuPage HT/FROST lNSutATOR A∥BLD 13160 0720
DuPaBe !RON WORKER ALL 4833222 23280 0350
OuPage IRON WORKERW ALL 46612220 081
DuPage lABORER A∥ALL 42722 13フ0 0フ2 ll
DuPage lATHER A∥ALL 4735 49352 20410 0630
DuPage MACHINIST A∥BLD 50882 7230
DuPage MARBLE FINISHERS A∥ALt 3465 4フ ア 152 10650 0490
DuPage MARBLE MASON A∥BLD 499722 1065 17390 0610
DuPaBe MATERlAL TESTEn l A∥ALL 430522 1855O0
DuPage MATERIALS TCSTER∥A∥ALL 37フ222 13フ フ00
DuPage MILtWRIGHT A∥Att2 1フ 03 1845
DuPaEe OPERATING CNG!NEER A∥BLD 5012220000
DuPage OPERAT!NG ENGINEER A∥BLD222 07300 3444
DuPage OPERATING ENGINE[R A∥BLD 4フ 252 196520
DuPage OPCRATING ENGINEER A∥BLD422 143520
DuPage OPERATING〔NGINEER A∥BLD 5485222 1965 15120
OuPage OPERATING ENGINEER A∥BLD 521 551222 196520
DuPage OPCRATING ENGINEER A∥BLD7220000 3645
DuPage OPERATING ENGINEER A∥FLT 402 4020O 1965 162300
DuPage OP[RATING ENGINEER A∥HWY1 513 1812
0uPa8e OPERATING ENGINEER A∥Hヽ Vγ2 48752 1512 コ0
DuPage OPERATING ENGINEER A∥HWY 46722 19650
DuPage OPERAT!NG ENGINEER A∥HWY4 S3322 1965 ヨ0
OuPage OPERATING ENGINEER A∥Hヽ ～Ⅳ52219650
DuPage OPCRATING CNGINEER A∥Hヽ υγ20
DuPage OPERATING ENGINEER A∥HWγ 5032 19650
DuPage ORNAMNTLIRON WORKERE ALL 4805 5055222 1409 20590 1250
DuPage ORNAMNTLlRON WORKERW ALL 4866222 207600
DuPape PAINT[R A∥ALL 1055O0
DuPage PA,NTCR S:GNS A∥BLD 43252 325000
DuPage PILEDRlVER A∥ALL 4735 49352 1179 20410 063O
DuPaEe PlPEFlTTER A∥BLD 485 515 1005 189400
l)uPage PLASTERER ALL BtD 4275200
OuPage PLUMBER A∥BLD 50252 133500
DuPage R00FER A∥BLD 4365 47652 973 124400
DuPage SHEETMETAt WORKER A∥BtD 4677 49112 15550 1030
DuPage SPRlN KLER F!lTCR A∥BLD2 15500
DuPage STEEt tRECTORE ALL 4207222 1345 19590 035
DuPage STEEL ERECTORW ALL 4866222 1052 207600
DuPage STONE MASON A∥BLD 4619 508122 1065 179200
DuPage TERRAZZO F!N15HER A∥BLD 4154 445422 107500
DuPage TERRA220 MASON A∥BLD 4538 488822 107500
DuPage TILE MASON A∥BLD 46492 107500
DuPate TRAFFIC SAFETY WRKR A∥HWY 3762 7058 120
DuPage TRUCK DRIVER A∥AtL2 0150
DuPage TRUCK ORIVER A∥ALL2 36452 97600
DuPage TRuCK DRIVER A∥AtL32 96800
TRuCК DRIVER A∥ALL42 111600
DuPaSe TucК PolNTER A∥BLD 482 834 16810 1760
, EJilClnsurane C-unpanies. Docu ment Ag72 - 2OlO
Performonce Eond
CONTRACTOR:
r7V●7neた g●′statys αnd●】
`τ
゛
Complete Constructon Resources,Inc
430 Dixie Highway suite 105
ChicagO Heights.lL 60411
0WNER:
rN・ meた g・ ′Stat“αnd οdd"→
Vllage o「Oak BroOk
1200 0ak Brook Road
Oak Brook,!L60523
CONSTRUCr10N CONTRACT
Date:Oc10ber 9.2018
Amount:$55,40000
Modifications to this Bond: @None
CONTRACTOR AS PRII{CIPAT
COmpany: Compl6t6 Construction R€sourc€s, tnc.
Signature:
Name
And Title:
Description: Fire Slation 93 Shower Rooms piping and Valve Reptacament projecl
(Name ond locdtion)
BOND
Date: october i7,2otg
(Not eorlier thdn Construdion Controct Dote)
Amount: $55,400.00
□See Section 16
SuRETV
rcorparate cOmpany:Empbyeヽ MmuJ casua,Company rCorpο rate
sea″
Signature
This document has important legal
consequences, Consuhatlon with an
attorney is encouraSed with respect to its
completion or modirication.
Any singular reference to Contractor, surety,
Owner or other party shall be considered
plural where applicable.
The Oocument 4312-2010 combines two
separate bonds, a Performance Bond and a
Payment Bond, into oneform. This is not a
single combined Performance and payment
Sond-
Bond No S008443
SuRETY:
rlvame regα ′stattrs σnd ρ′あcrpa′
ρ力Ce Ofわ trshessノ
Empl●yers Mutual Casuany cOmpany
1815 S MeyOrs Rd Su降 500
0akbrook Terace,lL 60181
Name
And Title:
“
"′
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“
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"“3ο ndノ
rFOR′ⅣFORM4770″0″
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―″αme●ddress●nd“lep″οnり
AGENT orBROκ ER:OWNER'S REPRESENTAT:VE:
“
rC力 ltecち 昴grneer ο′οめerp●●ソリ
Document A312‐2010:nlt
ノ 061110
hh.
0 I The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors
and assigns to the Owner for the performance of the Construc'tion Contract, which is incorporated herein by reference.
52 lf the Contractor performs the Construction contract, the Surety and the Contractor shall have no obligation under this
Bond, except when applicable to participate in a conference as provided in Section 3.
S 3 lf there is no Owner Default under the construction Contract, the surety's obligation under this Bond shall arise after
.1 the Owner first provides notice to the Contractor and the surety that the Owner is considering declaring
a Contractor Default. Such notice shall indicate whether the Owner is requesting a conference among
the Owner, Contractor and Surety to discuss the Contractor's performance. lf the Owner does not
request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice,
request such a conference. lf tbe Surety timely requests a conference, the Owner shall attend. Unless
the Owner agrees otherwise, any conference requested under this Section 3.1 shall be held within ten
(10) business days of the Surety's receipt ofthe owner's notice. lfthe Owner, the Contractor and the
Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract,
but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor
Default;
.2 the Owner declares a Contractor Default, terminates the Construction Contract and notifies the Suretyi
and
.3 the owner has a8reed to pay the Balance of the contract Price in accordance with the terms of the
Construction Contract to the Surety or to a contractor selected to perform the Construction Contract,
I 4 Failure on the part of the Owner to comply with the notice requirement in section 3.1 shall not constitute a failure to
comply with a condition precedent to the Surety's obliSations, or release the Surety from its obligations, except to the
extent the Surety demonstrates actual prejudice.
I 5 When the owner has satisfied the conditions of section 3, the surety shall promptly and at the Surety's expense take
one of the following actions:
5 5.1 Arrange for the contractor, with the consent of the owner, to perform and complete the construction contract;
55.2 Undertake to perform and complete the construction contract itselt throuth its agents or independent contractoB;
55.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract forperformance and completion of the construction Contract, arrange for a contract to be prepared for execution by the
owner and a contractor selected with the owner's concurrence, to be secured with performance and payment bonds
executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the owner the
amount of damages as described in section 7 in excess of the Balance of the contract price incurred by the owner as aresult of the Contractor Default; or
5 5'4 Waive its ri8ht to perform and complete, arrange for completion, or obtain a new contractor and with reasonablepromptness under the circumstances:
.1 After investitation, determine the amount for which it may be liable to the owner and, as soon as
practicable after the amount is determined, make payment to the Owner; or
.2 Deny liabirity in whore or in part and notify the owner, citing the reasons for deniar.
$6 lf the surety does not proceed as provided in section 5 with reasonable promptness, the surety shall be deemed to bein default on this Bond seven days after receipt of an additional written notice from the owner to the surety demanding
that the Surety perform its obligations under this Bond, and the owner shall be entitled to enforce any remedyavailable
to the Owner. lf the Surety proceeds as provided in Section 5.4 and the Owner refuses the payment or the Surety hasdenied liability, in whole or in part, without further notice the owner shall be entitled to eniorce any remedy available tothe Owner.
Do.ument A312 - 2010
1口 it/I 7 lf the Surety eleds to act under Section 5.1, 5.2 or 5.3, then the responsibilities of the Surety to the Owner shall not be
greater than those of the Contractor under th€ Construction Contract, and the responsibilities of the Owner to the Surety
shall not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner
to pay the Balance of the Contract Price, the Surety is obligated, without duplication, for
.1 the responsibilities of the Contractor for correction of defective work and completion of the Construction
Contract;
.2 additional legal, design professional and delay costs resulting from the Contractor's default, and resulting
from the actions or failure to act ofthe Surety under Section 5; and
.3 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual
damages caused by delayed performance or non-performance of the Contractor.
5 I lf the Surety elects to act under Section 5.1, 5.3 or 5.4, the Surety's liability is limited to the amount of this Bond.
S 9 The Surety shall not be liable to the Owner or others for obligations of the contractor that are unrelated to the
Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such
unrelated obligations. No right of action shall accrue on this Eond to any person or entity other than the Owner or its
heirs, executors, administrators, successors and assigns.
I l0 The Surety hereby waives notice of any change, includinB changes of time, to the construction contract or to related
subcontracts, purchase orders and other obligations.
5 ll Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent iurisdiction in the
location in which the work or part of the work is located and shall be instituted within two years after a declaration of
Contrador Default or within two years after the Contractor ceased workint or within two years after the Surety refuses or
fails to perform its obligations under this Bond, whichever occurs first. lf the provisions of this paragraph are void or
prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall
be applicable.
5 12 Notice to the Surety, the owner or the contractor shall be mailed or delivered to the address shown on the page on
which their signature appears.
S13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the
construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be
deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed
incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a
common law bond.
g 14 Deffnhions
S 14.1 Balance of th€ contract Price. The total amount payable by the Owner to the Contractor under the construction
Contract after all proper adjustments have been made, including allowance to the contractor of any amounts received or
to be received by the Owner in settlement of insurance or other claims for damates to which the contractor is entitled,
reduced by all valid and proper payments made to or on behalf of the contractor under the construction Contract.
014.2 Construction conrad. The agreement between the ownerand Contractor identified on the cover page, including
all Contract Documents and changes made to the agreement and the Contract Documents.
S 14.3 Contractor Defauh. Failure ofthe Contractor, which has not been remedied orwaived, to perform or otherwise to
comply with a material term of the Construction Contract.
5 14.4 Owner Detault. Failure of tha Owner, which has not been remedied or waived, to pay the Contractor as required
under the Construction Contract or to perform and complete or comply with the other material terms of the Construction
Contract,
5 14.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor.
5 15 lf this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond
shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor.
Docunent A312 20103
0 16 Modificatlons to this bond are as follows:
(Spoce is ptovided below for odditionol signdtutes of odded porties, othet thon those oppeoring on the cover poge.)
COiITRACTOR AS PRINCIPAT
Company:
Signature:
SURETY
(CotporoteSeol) Company:(Corporote Seol)
Name and Title:
Address
Name and Title:
Address
'T' o*r-""te:;r - rolo
This document conforms to the wording and provisions of the AIA A312-2010 4
Signature:
tEUl9lnsurane Crnpanies. Document 4312
Payme″t Bο ″JCONTRACTOR:
″αme legο ′status αnd addressJ
Complete Conslruolon Resources,Ino
430 Dixie H,9hway Sune lo5
Chicago Hoights.IL 60411
0WNER:
rlvame regα ′∫|.t“αnd addressJ
Vilage of Oak Brook
1200 0ak Brook Road
Oak B‐k,:L60523CONSTRUCr:ON 00NTRACT
Date:octobe,9.2018
Amount: $55,40000
DescriptiOn:
rrvα me αndゎ caめJ
BOND
Date: 96166s 17, 291g
(Not eorlier thon Construction Controct Dote)
Amount: $s5,4oo.oo
Modifications to this Bond: E] None
CONTRACTOR AS PR:NC:PAL
Companv:con口 ete COn3■ctOn Resouκ tts lnc rCOrpOra“seα ″
Signature:
Name
“
nッ αddltわ nο ′s●ηα
"res●ρρear ο"め e last ραge Oft力 Is Pa/me"tθ ο,こ ノ
lFOR′IvFORM4″0″OIvlγ ‐7V●mc αddress and“lep力 οnり
ACENT orBROKER:
SURETV:
lN●me leg●′status●ndρ ″″clp●′
ρface ofbυ sl●esリ
Employers Mulual Casua ly cOmpany
1815 S Meyers Rd Sule 500
0akbr●●k Terace,IL 60184
Fire Sta10n 93 Shower R∞ms Piping and value Repl●cement Prolou
This document has important legal
consequences. Consultation with an
attorney is encouraged with respect to its
completion or modifi cation.
Any slngular reference to Cont.actor, Surety,
Owner or other party shall be considered
plural where applicable.
The Document A312-2010 combines two
separate bonds, a Performance Sond and a
Payment Bood, into one form. This is not a
single combined Performance and payhent
Bond.
Employers Mutual Casuatty Company
OWNER'S REPRESENTAT:VE:
r4rch″ect Fngぁ
`erο
′。therρ σrtyリ
Bond No.S008443
‐2010
n See Section 18
SURETV
Company:
Signature
And Title:
Name
And Title:
Document A312 - 2O1O 061110
inlt
′
g l The contractor and surety, iointly and severally, bind themselves, their heirs, executors, administrators, successorsand assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of theConstruction Contract, which is incorporated herein by reference, subject to the following terms,
52 lf the contractor promptly makes payment of all sums due to claimants, and defends, indemnifies and holds harmlessthe owner from claims, demands, liens-or suits by any person or entity seeking payment for labor, materials or equipmentfurnished for use in the performance ofthe construction contract, then the surety and the contractor shall have noobligation under this Bond.
I 3 lf there is no owner Default under the construction contract, the surety,s obligation to the owner under this Bondshall arise after the owner has promptly notified the contractor and the surety (at th€ address described in section 13) ofclaims, demands, riens or suits against the owner or the owner's property by any person or entity seekrng payment forlabot materials or equipment furnished for use in the perfor."n." ofih" corstruction contract and tendered defense ofsuch claims, demands, liens or suits to the Contractor and the Surety.
5 4 when the owner has satisfied the conditions in section 3, the surety shall promptly and at the surety,s expensedefend, indemnify and hord harmress the owner against a dury tendeied ctaim, demand, rien or suit.
5 5 The Surety's obligations to a Claimant under this Bond shall arise after the following;
S 5.1 Claimants, who do not have a direct contract with the Contractor,
'1 have furnished a written notice of non-payment to the contractor, stating with substantial accuracy theamount claimed and the name of the party to whom the materials were, or equipment was, fumished orsuppried or for whom the rabor was done or performed, within ninety (go) days after traring rastperformed labor or last furnished materials or equipment included in the Claim: and.2 have sent a Claim to the Surety (at the address described in Section 13).
55'2 claimants, who are employed by or have a direct contract with the contractor, have sent a claim to the surety (atthe address described in Section 13).
96 lf a notice of non-payment required by section 5.1.1 is given by the owner to the contractor, that is sufficient to satisfya Claimant's obligation to furnish a written notice of non-p-aymeni unier seaion S.t.t.
5 7 when a claimant has satisfied the- conditions of Sections 5.1 or 5.2, whichever is applicable, the surety shall promp yand at the Surety,s expense take the following actions:
5 7'l send an answer to the claimant, with a copy to the owner, within sixty (60) days after receipt ofthe claim, statingthe amounts that are undisputed and the basis ior challenging
"nf ".lrnt, ,t,.t .re disputed; and
5 7.2 Pay or arrange for payment of any undisputed amounts.
5 7'3 The surety's failure to discharge its oblitations under section 7.1 or section 7.2 shall not be deemed to constitute awaiver of defenses the surety or contractor may have or acquire as to a craim, except as to undisputed amounts forwhich the Surety and claimant have reached agieement. rt, ior*"r, ttr" srr"ty fails to discharge its obligations unders€ction 7 1 or section 7'2, the surety shall indemnify the cl;im.ni toi tt " l.""ron"ole attorney,s fees the claimant incursthereafter to recover any sums found to be due and owing to tf," Cl"irlrt.
5 8 The sur€ty's total obligation shall not exceed the amount of this Bond, plus the amount of reasonable attorney,s fees
ffi"d "'out t"oion 7.3, and the amount of this Bond shatt be creditei ior any p.vr"ntrrro"in gooa-f;;;'uv tt u
5 9 Amounts owed by the owner to the contractor under the construction contract shall be used for the performance ofthe construction contract and to satish/ craims, if any, under "nf.onrirr-.i,on p"rformance bond. By the contractorfurnishing and the owner accepting this Bond, they agree thai "irirrll ""in"o ov ,he contractor in the performance ofthe construction contract are dedicated to satisfy obiigations or *r" conira"tor and surety under this Bond, subiect to theOwner's priority to use the funds for the completion oithe work.
Document A312 - 20106
I 10 The surety shall not be liable to the owner, claimants or others for obligations of the contractor that are unrelatedto the construction contract. The owner shall not be liable for the payment of any costs or expenses of any claimantunder this Bond, and shall have under this Bond no oblitation to makepayments to, or give notice on behalf of, claimantsor otherwise have any obligations to Claimants under this Bond.
5 11 The surety hereby waives noti€e.of any change, including changes of time, to the construction contract or to relatedsubcontracts, purchase orders and other obligations.
5 12 No suit or action shall be commenced by a claimant under this Bond other than in a court of competent jurisdictionin the state in which the project that is the subject of the construction contract is located or after the erpir"tion of on"year from the date (1) on which the claimant sent a claim to the surety pursuant to section 5.1.2 or s.2, or (2) on whichthe last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under theconstruction contract, whichever of (1) or (2) first occurs. lf the provisions of this paragraph are void or prohibited bylaw' the minimum period of limitation available to sureties as a defense in the ,,urisdiction of the suit shall be applicable.
I 13 Notice and claims to the surety, the owner or the contractor shall be mailed or delivered to the address shown onthe page on which their signature appears. Actual receipt of notice or claims, however accomplished, shall be sufficientcompliance as of the date received.
5 14 when this Bond has been fumished to comply with a statutory or other legal requirement in the location where theconstrudion was to be performed, any provision in this Bond confliaing with said staiutory or legal requirement stratt bedeemed deleted herefrom and provisions conforming to such statutof or otner legal requirement shall be deemedincorporated herein when so furnished, the intent; that this BonJshallbe constiued
"s
a rtatrtof b-i
"-na
no,
", "common law bond.
5 15 upon request by any person or entity appearing to be a potential beneficiary of this Bond, the contractor and ownershall promptly furnish a copy of this Bond o.it .tt pJ.it
"
.opv to i" i.0".
0 16 Definitions
5 16.l.Clalm. A written statement by the Claimant including at a minimum:
.1 the name of the Claimant;.2 the name of the person for whom the labor was done, or materials of equipment furnished;'3 a copy of the agreement or purchase order pursuant to which rabor, maieriars o|. "qrip."ii *.,furnished for use in the performance ofthe Construction Contract;.4 a brief description of the labo, materials or equipment furnished;'5 the date on whlch the claimant last performei labor or last furnished materials or equipment for use inthe performance ofthe Contraction Contract:
'6 the total amount earned by the claimant for labor, materials or equipment furnished as ofthe date ofthe Claim;
.7 the total amount of.8 the totar amoun, ,,::Tl"J;jjlT[:ffi::ii":iili]Iiljl,..i,1, *,,oment furnished as of thedate of the Claim.
5 16'2 claimant' An individual or entity havin8 a direct contract with the contractor or with a sub€ontractor ofthecontractor to furnish labor, materials or equipment for use in the performance ot the construction contract. The termclaimant also includes any individual or entity that has rightfutty aiserted a clalm under an applicable mechanic,s lien orsimilar statute against the real property upon which the Projeci is located. The intent of this Bond shall be to includewithout limitation in the terms ,,labor, materials or equipment,, ttrat pa.t of water, gas, power, light, heat, oil, gasoline,telephone service or rental equipment used in the construction Lonioci,-"rct itectural and engineering services requiredfor performance ofthe work of the contractor and the contractor's subcontractors, and all other items for which amechanic's lien may be asserted in the jurisdiction where the t"Oor, m"teii"ts ot. equipment were furnished.
5 16'3 construction contract' The agreement between the owner and contractor identified on the cover page, includingall Contract Documents and all changes made to the aBreement ana tneiontraa oocuments,
:nit
′Document A312 - 2010
5 16'4 owner Default. Failure of the owner, which has not been remedied or waived, to pay the contractor as requiredunder the construction contract or to perform and complete or comply with the other miterial terms of the constructionContract.
I 16'5 contract Documents. All the documents that comprise the agreement between the owner and contractor.
5 u lfthis Bond is issued for an agreement between a contractor and subcontractor, the term contractor in this Bondshall be deemed to be subcontractor and the term owner shaI be deemed to be contractor.
S 18 Modifications to this bond are as follows:
(spoce is provided below for odditiondl signotures of odded porties, other than those oppeoring on the cover pdge.)
COMIRACTOR AS Pfl]rclPAT SUREW
Company: Goryorote Seol) Company: (Cotporote Seot)
signature: signature:
Name and Title:
Address
Name and Title:
Address
lnlt.
/ Oocument A3l2 . 2010
This document conforms to the wording and provisions of the AIA A312-2010 bond form.
P.0.Box 712・ Dos Moines,:●wa 503000712
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GENERAL NOTES Ю
PROJECT V:LLAGE OF OAK BR00K¨
FIRE STAT:ON 93
SHOWER R00MS
725 ENTERPRiSE DR
OAK BR00K,:L60523
THE ViLLAGE OF OAK BR00K
1200 0AK BR00K ROADOAK BR00K,:L60523
KLUBER ARCH「ECTS,ENG:NEERS
10S.SHUMWAY AVE.BATAЩ :LLiNO:S60510
TEL 630406‐1213
FAX 630‐406‐9472
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