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VILLAGE OF OAK BR00K
CONTRACT FOR FIRE STATION 93 SⅡOWER R00MS PIPING
AND VALVE REPLACEMENT PROJECT//
VILLAGE OF OAK BR00K
CONTRACT FOR FIRE STATION 93 SⅡOWER R00MS PIPING
AND VALVE REPLACEMENT PROECT
TABLE OF CONTENTS
Page
ARTICLE I: THE WORK ............1
1.1 Performance of the Work ...................1
1.2 Commencement and Completion Dates ...............2
1.3 Required Submittals .........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
1.10 Cleanliness of the Work Site and Environs... .......5
1.1 1 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. Removal of Subcontractors and Suppliers............ .................6
l.l3 Simultaneous Work By Others. ..........6
l.l4 Occupancy Prior to Final Payment............. ..........6
I .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: CHANGES 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. Inspection .......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 Installments .......... ...........9
B. Pay Requests............. ......10
C. Work Entire ....................10
5.4 Final Acceptance and Final Payrnent .................10
A. Notice of Completion............ ...........10
B. Punch List and Final Acceptance......... ..............10
C. Final Payment............ .....10
5.5 Liens .............11
A. Tit1e.......... .....11
B. Waivers of Lien ..............11
C. Removal of Liens ........... 11
D. Protection of Owner On1y......... .......11
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 Rernedies .....................12
6.3 Owner's Remedies.. ........13
6.4 Owner's Additional Remedy for Delay.. ............14
6.5 Terminations and Suspensions Deerned for Convenience........ .............14
ARTICLE VII: LEGAL RELATIONSIIPS AND REQUIREMENTS...........................14
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 tnformation............. ..... 15
7.6 No Waiver ......................15
7.7 No Third Party Beneficiaries.... ........ 16
7.8 Notices..... ..... 16
7.9 Governing Laws ........ .....16
7.10 Changes in Laws..... ........17
7.11 Compliance with Laws .....................17
A. Compliance Required ....,17
B. Liability for Fines, Penalties... ..........17
C. Prevailing Wage Act............ .............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
Contractor's Certification
Attachment A: Supplemental Schedule of Contract Terms
Attachment B: Specifications
Attachment C: List of Drawings
Affachment D: Special Project Requirernents
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 Broo\ 1200
Oak Brook Road, Oak Brookr lllinsis, 60523, an Illinois municipal corporation ("Owner"), and
60411. a Corporation ("Contractor"), make this Contract as of
"Effective Date") and hereby agree as follows:
, 2018,(the
ARTICLE I: THE WORK
1.1 Performance of the Work
Contractor, at its sole cost and expense, must provide, perform, and complete all of the
following, all of which is herein referred to as the "WorH':
l. 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, apparafus, 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 Affachment C,
and the Special Project Requirernents attached hereto as Attachment D.
2. Permits. Except as otherwise provided in Attachment A, procure and furnish all
permits, licenses, and other govemmental approvals and authorizations necessary
in connection therewith.
3. Bonds and Insurance. Procure and furnish all Bonds and all certificates of
insurance specified in this Contract.
4. Taxes. Pay all applicable federal, state, and local taxes.
5. Miscellaneous. Do all other things required of Contractor by this Contract,
including without limitation ananging 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.
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6. Oualiw. 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 Reouired. 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 feafures, 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 8-112"x11" 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 Owner's 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. Responsibilitv for Delay. Contractor is responsible for any delay in the Work due
to delay in providing Required Submifials 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 identiffing feature of a proprietary product or the name or
other identifyrng feature of a particular manufacturer or vendor, the specific item mentioned is
understood as establishing the t1pe, 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 govems 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 Drawines
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
suffrciency 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 errors, 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 full compliance with, and as required by or pursuant to, this Contract.
1.7 Financial Abilitv 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.
Tillle
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 fuIl 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 Damage 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 ternporary 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 Ownerbecause 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 indernni$, hold harmless, or reimburse
Contractor for the cost of any repair or replacement 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 managorent, 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. Rernoval 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 every reasonable 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 Occupancy 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 placement 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 placernent 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. In the event of any termination pursuant to
Subsection 1.15,{ above, Owner must pay Contractor (l) 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 payment 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 Changes
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.
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 22A above,
may be made to, or claimed by, Contractor because of hindrances or delays from any cause in the
cotnmencement, 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 WORI(
3.1 Inspection: Testing: Correction of Defects
A. Inspection. Until Final Payment, all parts of the 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 replacanent 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 replacanent. 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 attorneys' 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 Illinois 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, carry insurance pursuant to the terms,
conditions, and coverages set forth in Attachment A.
4.3 Indemnification
Contractor hereby agrees to and will indemniff and save harmless Owner and all of it
elected officials, officers, employees, attomeys, agents, and representatives against any and all
lawsuits, claims, demands, damages,liabilities,losses, and expenses, including attomeys' 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 federal,
state, and local taxes of every kind and nature applicable to the Work as well as all taxes,
contributions, and praniums 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. Pav 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 of the 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 ofContractor 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 ("Punclt 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 notifu 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 Requesf"). 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, demands, damages, liabilities, losses, and expenses of,
by, or to Contractor for anything done, furnished 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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5.5
CONTRACT
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 items 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 attomeys' 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 rernoval 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 actual 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 attomeys' fees and
‐11-
CONTRACT
administrative costs, of correcting any of the aforesaid matters or exercising 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 5.6A above until Contractor has either performed the obligations in
question or fumished 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 Owner, Contractor
may notifu 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 or
objections and all claims based thereon.
B. Negotiation 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
deerned (1)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 satisfu 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 demand
to the satisfaction of Contractor, within 10 days after receipt of such demand, then 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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CONTRACT
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 satisfu any other requirernent
of this Contract or has failed to pay its debts as they come due ("Event of Defauh"), and has 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 rernedies 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 rernove 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
2.
3.
4.
5,
6.
-l 3-
CONTRACT
paylnents 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 Payrnents, 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" set forth in
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 deemed to be a termination or
suspension for the convenience of Owner under Section 1 . 1 5 of this Contract.
ARTICLE VII: LEGAL RELATIONSHIPS
AND REQUIREMENTS
7.1 Bindins 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 officers, employees, agents,
and representatives ofsuch 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 (1) to create the relationship 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 warrants 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 constitute 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 glven 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, retum 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 Hiehway. Suite 105
Chicaeo Heights. Illinois 6041I
Attention: Michael Ferrv. President
The foregoing may not be deemed to preclude the use of other non-oral means of
notification or to invalidate any notice properly grven 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 future notices to it, but no notice
of a change of address is effective until actually received.
7.9 Governinq 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.
‐16-
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 completed
in 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 ofhourly 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. $$ 12101 et seq., the Illinois Human Rights
Act,775 ILCS 5/1-101 et seq., and the Public Works Discrimination Act, 775ILCS l0/0.01 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. Liability for Fines. Penalties. Contractor is solely liable for any fines or civil
penalties that are imposed by any governmental or quasi-govemmental 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 Wage Act. Contractor and each subcontractor, in order to comply with
the Prevailing Wage Act,820 ILCS 130/0.01 et seq. (the "Act"), must submit to the Village a
certified payroll on a monthly basis, in accordance with Section 5 of the Act. The certified payroll
must consist of a complete copy of those records required to be made and kept by the Act. The
certified payroll must be accompanied by a statement signed by the contractor or subcontractor
that certifies that (1) 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 contractor 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 Deemed lnserted. 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 Beins Enjoined. Should Contractor be enjoined from
furnishing 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
substifution, 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 be supplied,
Contractor must pay such royalties and secure such valid licenses as may be requisite 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 any approved
substitution 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 days.
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, illegal,
or unenforceable by a court of competent jurisdiction, in whole or in part, neither the validity of
the remaining part of such provision, nor the validity of any other provisions of this Contract will
be in any way affected thereby.
7.15 Entire Asreement
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 are no other
CONTRACT
understandings or agreelnents,oral or w五 tten,between()wner and Contractor with respect tO the
Work and the compensation therefor.
7.16 AInendlllents
No modiflcation,addition,deletion,revision,alteration or other change to this Contract is
effective unless and until such change is reduced to wlllting and executed and delivered by Owner
and Contractor.
[SIGNATURE PAGE FOLLOWS]
‐19-
CONTRACT
IN WITNESS WHEREOF, Owner and Contractor have caused this Contract to be executed
by their properly authorized representatives in two original counterparts as of the Effective Date.
VILLA
By:
Name:
Title:
Affest:
By:
Name:
Title:
COMPLETE
By:
Name:
Title:?rr<,DcN+
7-r, o , Et-'i Arr rr, 1,hrtt
G,r"u (*BgrT
‐20¨
RESOURCES
CONTRACTOR'S CERTIFICATION
STATE OF ILLINOIS
COUNTY OF
's executing olftcerJ, being
first duly deposes and states that all statements herein made are made on behalf
, that this deponent is authorized to make thun, and that the statements contained
Contractor deposes, states, and certifies that Contactor is not barred from contracting
with a unit of state or local government as a result of (i) a violation of either Section 33E-3 or
Section 338-4 of Article 338 of the Criminal Code of 196l,720ILCS 5/33E-1 et ggq.; or (ii) a
violation of the USA Patriot Act of 2001, 107 Public Law 56 (October 26, 2001) (the "Patriot
Act") or other statutes, orders, rules, and regulations of the United States govefirment and its
various executive departments, agencies and offices related to the subject matter of the Patriot
Act, including, but not limited to, Executive Order 13224 effective Septanber 24,2001.
DATED: \O -. 11 ,201'
COMPLETE
By:
Name:
Title:)) SS)Attest:
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By:
herein are true and correct.
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(SEAL)
Of
My Commission expires:
ⅥLLAGE OF OAK BR00K
FIRE STAT10N 93 SHOWER R00MS PIPING AND VALVE
REPLACEMENT PROECT
ATTACHMENT A
SUPPLEMENTAL SCHEDULE OF CONTRACT TERMS
[Check applicable boxes and insert required information.J
l. 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 governmental 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 Subsection
2.2A of the Contract.
6. Insurance Coverage:
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 conffact, 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 contractorperforming anywork pursuant to a contract with Owner and each permittee
working under a permit as required pursuant to the provisions of Title 1 of Chapter 8 of the
Code of Ordinances of the Village of Oak Brook (hereinafter refe,rred to as "Insured") shall
be required to carry such insurance as specified herein. Such contactor and permittee shall
procure and maintain for the duration of the contract 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, eitho 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 occrrrence forbodily 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 irj,r.y and property damage;
C. Worker's Compensafion 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 -
(l) The Owner, its officers, officials, onployees and volunteers are to be covered
as 41!1@!jryg!q as respects: liability arising out of activities performed
by or on behalf of the Insured; premises owned, occupied or used by the
Insured. The coverage shall contain no special limitations on the scope of
protection afforded to the Owner, its officers, officials, anployees, 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 agants 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, officials, 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 Compensation 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 party, reduced in coverage or in limits except after thirty (30)
days prior written notice by certified mail has been given to Owner. Each insurance policy
shall name the Owner, its officers, ofEcials and employees, volunteers and agents as
Additional lnsureds. Insurance is to be placed with insurers with a Best's rating of no less
than A: VII.
Each Insured shall fumish the Owner with certificates of insurance and with original
endorsements 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 endorsernents are to be on forms
approved by the Owner and shall be subject to approval by the Village Attomey 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
subcontractors shall be subject to all of the requirements stated herein.
D. 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 providing,
performing, md completing the Work, including without limitation fire
extended coverage, vandalism and malicious mischief, sprinkler leakage, flood,
earth movement and collapse, and must be designed for the 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 or installed by
Contractor.
-3-
E.
ATTACⅡMENT 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.
F.
G.Deductible.
more than $
Each policy must have a deductible or self-insured retention of not
XH.Owner as Additional Insured. Owner must be named as an Additional Insured
on the following policies:
General Liabilitv
The Additional Insured endorsernent must identifu 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 lnsured
Kluber Architects & EneineersX
-4-
Policy 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 Replaconent Project. For providing, performing, and
completing Work, the total Contract Price of:
$ 55.400.00
In words: Fifty-Five Thousand Four Hundred Dollars
Progress Pavments:
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:
(1) 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 item 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
ofthe 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 Items. 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 Items 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 Items 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¨
ATTACHMENT B
VILLAGE OF OAK BR00K
FIRE STAT10N 93 SHOWER R00MS PIPING AND VALVE
REPLACEMENT PROECT
ATTACⅡMENT B
SPECIFICATIONS
SECT10N 00 01 01
PROJECT TITLE PAGE
PROJECT MANUAL
FOR
FIRE STAT:ON 93 SHOWER R00MS P!PING AND VALVE REPLACEMENT
V:LLAGE OF OAK BR00K
OAK BR00K,lLLINO:S60523
OWNER
VILLAGE OF OAK BR00K
1200 0AK BR00K ROAD
OAK BR00K,ILL:NOiS 60523
ARCHITECT′ENGINEER
KLUBER ARCHITECTS+ENGINEERS
10S.SHUMWAY AVE.
BATAViA,ILLINOIS 60510
PRO」ECT NO.18‐172‐1197 000101‐1cOpynght 2016 by KLUBERjlNC:A∥Ri9hts ReseⅣed
SECT10N 00 01 01
PRO」ECT TITLE PAGE
SECT10N 00 01 07
SEALS PAGE
l.01 DES:GN PROFESS10NALS=SEALS
A.ARCHITECT B, MECHANICAL ENGINEER C. ELECTRICAL ENGINEER
END OF DOCUMENT
PRO」ECT NO.18‐172‐1197 000107‐1Copyrlght 2016 by KLUBER,INC.:A∥Rights Reserved
SECT10N 00 01 07
SEALS PAGE
sEcTtoN 00 01 10
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
lntroductory lnformation
00 01 01 Project Title Page
00 01 07 Seals Page
00 01 10 Table of Contents
00 01 15 Drawing lndex
00 31 13 Preliminary Schedule
SPECIFICATIONS
Division 01 - General Requirements
01 10 00 Summary
01 30 00 Administrative Requirements (1 page attachment)
01 41 00 Regulatory Requirements
014200 References
01 50 00 Temporary Facilities and Controls
01 60 00 Product Requirements (1 page attachment)
01 70 00 Execution and Closeout Requirements
01 78 00 Closeout Submittals
01 79 00 Demonstration and Training
Division 02 - Existing Conditions
02 41 00 Demolition
Division 07 - Thermal and Moisture Protection
07 84 00 Firestopping
07 90 05 Joint Sealers
Division 08 - Openings
08 31 00 Access Doors and Panels
Division 09 - Finishes
09 05 61 Common Work Results for Flooring Preparation
09 21 16 Gypsum Board Assemblies
09 30 00 Tiling
PROJECT N0. 18-172-1197 00 01 10 - 1
Copyright 2016 by KLUBER lNC.; All Rights Reserved
PAGES
000101‐1‐1000107‐1‐1000110‐1¨20001 15‐lⅢl0031 13‐1‐1PAGES
011000‐1‐2013000‐1‐5014100‐1¨2014200‐1‐5015000‐1‐2016000‐1‐4017000¨lⅢ6017800¨1‐4017900‐1‐3024100‐1‐2078400‐1‐4079005‐1‐4083100‐1‐2090561‐1‐5092116‐1‐4093000‐1‐6SECT10N 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
22 05 53 ldentification for Plumbing Piping and Equipment
2207 19 Plumbing Piping lnsulation
2210 05 Plumbing Piping
2210 06 Plumbing Piping Specialties
22 40 00 Plumbing Fixtures
Division 23 - Heating, Ventilating, and Air-Conditioning (HVAC)
23 37 00 Air Outlets and lnlets
Division 26 .. Electrical
26 05 00 Basic ElectricalRequirements
26 51 00 Lighting
END OF SECTION
099000‐1‐6102800‐1-3
210500‐1¨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
PRO」ECT NO.18‐172‐1197 000110‐2Copy∥ght2016 by KLUBER,INC.:A∥Rights Reserved
SECT:ON 00 01 15
DRAW:NG INDEX
GENERAL
G100 COVER SHEET,GENEML NOTES,SYMBOLS&DRAWING INDEX
ARCH!TECTURAL
A310 FL00R PLANS AND REFLttCttED CEILING PLANS
END OF DOCUMENT
PRO」ECT NO.18‐172‐1197 000115‐1Copylgh1 2016 by KLUBER,INC.;A∥Rights Reserved
SECT10N 00 01 15
DRAWiNG INDEX
亀
SECT10N 00 31 13
PRELIM:NARY SCHEDULE
l.01 GENERAL
A,The fo∥owing represents the pre∥minary construction schedule forthe Work,This schedule is the
curent estimate ofthe Ownerto be used for purposes of bidding.A∥bidders sha∥include the
costs of a∥ovettime,double‐shi彙 ,or so¨ca∥ed"premium"∥me that may be necessaryto meetthis
milestone.
1.02 PREL:M:NARY SCHEDULE
A.Award of Contract Anlcipated October 9,2018
Bo Commencement of Construclon:October 10,2018
C,Substan∥al Complelon:December 19,2018
END OF SECT10N
PRO」ECT NO.18‐172‐1197 003113‐1cOpynght2016 by KLUBER,INC.:A∥Rights ReseⅣed
SECT10N 00 31 13
PRELIMINARY SCHEDULE
SECT:ON 01 10 00
SuMMARY
PART l GENERAL
l.01 PROJECT
A Prolect Namel FIRE STAT10N 93 SHOWER R00MS PIPING AND VALVE REPLACEMENT.
B Owners Namei VⅢage of Oak Brook
C.ArchnecvEngineers Name:Kluber Archilecls+Engineers
D The Prolect COngsts ofthe repbcement of ofthe galvanセ ed口 ,ng and valves forthe showers at
Fire Stalon 93 The exislng shower pans and the repalr ofthe lle wa∥s and loors w∥also be
lncluded as this piping is replaced
l.02 CONTRACT DESCRIPT:ON
A Contract Type: A slngle p"me contract based on Lump sum Contract as descttbed 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 ALTERAT10NS WORK
A Scope of anera10ns workis shown on dra、Mngs.
1.04 0WNER OCCUPANCY
A Ownerintends lo con∥nue lo o∝upy adiacent portiOns ofthe exお lng bu∥ding du∥ng the enlre
construction pe∥od
B.Cooperate面 th Ownerto minimセ e con]ict and to fac∥nale owners operalons
C Schedu:e the VVork to accommodate Owner occupancy
l.05 CONTRACTOR USE OF SiTE AND PREM:SES
A Arrange use ofsne and premiseslo a∥owi
1 0wneroccupancy
2 Use ofsite and premises bythe pub∥cB Provide access to and from ste as required bylaw and by Owner
l. Emergency Bu∥ding Exits Dur ng Construction: Keep a∥exits required by code open during
construcJon pe百 odi provde lemporary exl signs r exl rOules are tempora口 ly anered
2 Do not obstructroadwaysl s dewalks,or other pub∥c ways wnhout perml
C Existing bu∥ding spaces may not be used for storage
D Ullty Outages and Shuldown:
l Do not disrupt orshut down∥fe safety systems,including but not∥mned lo nre splnklers and
ire abrm system,wtthout 7 days nolce to Owner and authonles haungル
"Sdidbn2 Limit shutdown ofut∥ity services lo 2 hours at a time,arranged atleast 24 hours in advance
with Owner
PROJECT N0 18‐172-1197 011000‐1oOpyngh1 2016 by KLUBER、INC tA∥R9hts Reserved
SECT10N 01 10 00
SUMMARY
3, Prevent accldental dlsruption of utl∥ty services to other faci∥ties,
END OF SECT10N
PROJECT N0 18-172‐1197 011000‐2cOpynght 2016 by KLUBER,INC:A∥Rights ReseⅣed
SECT10N 01 10 00
SUMMARY
SECT!ON 01 30 00
ADMINISTRATⅣE REQUIREMENTS
PART l GENERAL
l.01 SECT10N:NCLUDES
A Preconstructton meelng
B. sne mOb∥ization meeting.
C.Progress meelngs
D Construclon progress schedule
E Subm散 Js br ЮMew,hbrma∥on,and prolect doseout
F ArchnecvEngineer‐provided CAD lles
G Number of coples ofsubmitals
H Submillal procedures
l.02 RELATED REQU:REMENTS
A.SecuOn o1 70 00‐Execulon and Closeout Requirements:Addnional cOordination requiremenls
B.Section 01 78 00‐Closeout SubmitalsI Prolecl record documents
PART 2 PRODUCTS‐NOT uSED
PART 3 EXECUT10N
3,01 PRECONSTRUCT:ON MEETING
A・ ArchnecllEngineer w∥lschedule a meelng ater Nouce of Award.
B. Allendance Required:
1.Owner
2 Archneclノ Engineer.
3.Contraclor
4 0ontraclors of malo「trades as inviled to atend meelng.
C Agenda:
l Archkect wi∥prepare and provide agenda forthis meelng only
D. Architect NM∥provide minutes and dist甫 bule copies to a∥panicipants and thOse arected by
decisions made forthis meeln9 only
3.02 PROGRESS MEETINeS
A Schedule and administer meeings throughout progress ofthe Work at maximum monthly
intervals
B Make arrangements for meelngs,prepare agenda wnh cOples for panicipants,preside at
meelngs
PRO」ECT N0 18‐172‐1197 013000‐1Copy百 gh12016 by KLUBER,INC IA∥Rights ReseⅣed
SECT10N 01 30 00
ADMINISTRATIVE REQUIREMENTS
C. Attendance Required:
1. Contractor.
2. Omer.
3. ArchilecUEngineer.
4. Contracto/s 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 pro.jected progress.
10. Maintenance 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 afler meeting lo participants,
with copies to ArchitecUEngineer, Owner, participants, and those affected by decisions made.
3.03 CONSTRUCTIONPROGRESSSCHEDULE
A. Within 7 days afler date of the Agreement, submit 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 specilied 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 wilh
information given and the design concept expressed in lhe conkact 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, submitthem for information:
1. Design data.
PROJECT N0 18‐172‐1197 013000‐2copynght 2016 by KLUBER,INCI A∥Rights Reserved
SECT10N 01 30 00
ADMINISTRATIVE REQUIREMENTS
2. Certificates.
3. Tesl 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 adminishator 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, submil them at proiect closeout:
1. Project record documenis.
2. Operation and maintenance data.
3. Wananties.
4. Bonds.
5. Other types as indicated.
D. Submit for Owneds benefit during and after project completion.
3.07 ARCHITECT/ENGINEER-PROVIDED CAD FILES
A, After 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 of this Specification Section, CAD flles 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, lire protection and other building systems information depicted in
the Bidding Documents. Examples of information not conlained in these liles include, but are not
limited to, title blocks, keynotes, schedules, mechanical ductwork and equipment, elechical device
symbols, circuit numbers and home runs, plumbing equipment, piping runs and riser diagrams,
and architectural/engineering text or details. No other CAD files, data or information will be
provided.
C. Only requests from Prime Contractors will be honored. Subcontractors must obtain the files from
their respective Pdme Contractors.
D. ln submitting a request, Contractor acknowledges thai:
1. ArchitecUEngineer 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 generaled by
the Contractor or its Subcontractors employing the data,
PRO」ECT N0 18‐172‐1197 013000‐3cOpyngh1 2016 by KLUBER,INC IA∥R19hts Reserved
SECT10N 01 30 00
ADMlNIsTRATIVE REQUIREMENTS
4. Contractor and its Subconhactors have a limited, non-exclusive license to use the data solely in
connection with the Work of the Proiect, and that
5. ArchitecVEngineer retains all rights, including copyright, to the data.
3.08 NUMBER OF COPIES OF SUBIvIITTALS
A. Documents for Review:
1. Small Size Sheets: NotLargerThanllx17 inches. Submit two (2) paper copies, oneof
which will be retained by ArchitecUEngineer. Contractor shall make his own copies from the
original returned by the Architect.
a. Contractor's Option: ln lieu of paper copies indicated above, submit in Adobe PDF
eleclronic file format via email. Architect will retum a reviewed copy in Adobe PDF electronic
file format via email. Create PDFs at native size and rightside up; illegible files will be
rejected.
2. Large Size Sheets: Larger Than 1 1 x17 inches; 36 x 48 inches maximum. Submit two (2)
paper copies, one of which will be retained by ArchitecUEngineer. Electronic file format (PDF or
other) is NOT acceptable, Contractor shall make his own copies ftom the original retumed by
the Architect.
B. Documents for lnformation: Submit one copy.
C. Samples: Submit the number specified in individual specification sections; one of wirich 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 SUBMITTALPROCEDURES
A. Shop Drawing Procedures:
1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the
Conlract Documents and coordinating related Work.
2. Genedc, non-project specific information submitted as shop drawings do not meel 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 sufflx.
E. ldentify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and
specification section number, as appropriate on each copy.
F. Apply Contractor's stamp, signed or initialed certifying that review, approval, verilication of
Products required, field dimensions, adjacent conskuction Work, and coordination of information 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 01 30 00‐4Copylght 2016 by KLUBER,INC IA∥R ghis Reserved
SECT10N 01 30 00
ADMINISTRATIVE REQUIREMENTS
l. For each submittalfor 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
corresponds 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 all changes 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 requirements.
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 Contraclo/s review stamp, submitted items not
correlated with specified products).
END OF SECTION
PRO」ECT NO.18‐172‐1197 013000-5
cOpynght 2016 by KL∪BER,INCiA∥Rlghts ReseⅣed
SECT10N 01 30 00
ADMINISTRATI∨E REQUIREMENTS
w'lw.kluberinc,com
ELECTRON:C DATA TRANSFER CONSENT FORM
Prolecl Namei FIRE STAT10N 93-SHOWER R00MS PiPiNG AND VALVE REPLACEMENT
1200 0AK BR00K ROAD
OAK BR00K,ILLINOIS 60523
Proied No.: 18‐172‐1197
0wner VILLAGE OF OAK BR00K
Your Work:
KLUBER, lNC. (hereinafter relened to as 'Kluber') an lllinois corporation, 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 Subconhactors, may generate with the data.
You acknowledge that you have a limited non-exclusive license to use the inlormation solely in connection with your work on the
project captioned above, and that Kluber retains all rights, including copyright, to the data.
Acknowledged by:
Company:
Date:
(Printed Name)(Signature)
Emalli
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 d@!mntain 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.)
Kanc Coul薦 y Ofnco l ake col,liY 01lCC Mcl ean County Oince
10 South Shuniway Aven」● 1112 0d C●IdA、′(,Sic lol 103[EcaultNl Sheot,Bcx 10
1■rl l ri`「
`・
‐ ‐‐ ‐ `:'′′イ :■il I■■F,■
SECT10N 01 41 00
REGULATORY REQU!REMENTS
PARTl GENERAL
l.01 SECT10N:NCLUDES
A Ceneral.
B Deintions.
c Quanty Assurance
D.Regulatory Requirements
l.02 RELATED SECT:ONS
A Seclon 01 10 00‐Summary
B Seclon 01 42 00‐References
l.03 GENERAL
A Comply wth a∥applicable la略 ,rules,regulations,codes and ordinances.
B lfthe Contraclor observes thatthe Contract Documents may be at variance with specined cOdes,
n01,the ArchlecVEngineerimmediately ArchlecllEngineer sha∥issue a∥changes in accordance
wnh the General Condllons
C.l sha∥not be the Contractors p∥mary responsib∥ity to make cetain thatthe Contract Documents
are in accordance wnh a∥appllcable laws,rules and regulaJons,however,when the Contractor
perbrms wOrk knowing or having reason to know thatthe wo「k in question is contrary lo app∥cable
laws,rules,and re9Jatbns,and falに lo notify the ArchnecvEnghee「,the Contracto「sha∥pay a∥
costs arsing therefrom
l,04 DEFINIT!ONS
A DennniOns
l Codesi Codes are statutory requirements,「ules or regulalions of governmental entn es
2 StandardsI Standards are requirements that have been established as accepted criteria,set
general consent
l.05 QUALITY ASSURANCE
A The ArchnecvEngineer has desttned the prolectlo applicable code requirements and has coples
ofsaid codes ava∥able for the Contractors inspect on
B The Contractor sha∥:l Ensure that coples of codes and standards referenced herein o「specined ln individual
specincatiOns sections a「e ava∥able to Contractors persOnnel,agents,and Sub‐Contractors
2 Ensure that Contractors persOnneL agents,and Sub‐Cont「actors are fam∥lar wtth the
workmanship and requirements of app∥cable codes and standards
PROJECT N0 18‐172‐1197 014100-1
Copy∥ght 2016 by KLUBER,lNC IA∥R9his ReseⅣed
SECT10N 01 41 00
REGULATORY REQUIREMENTS
1.06 REGULATORY REQUIREMENTS
A. Source and Requirements: Verify amendments with local code officials.
1. Local code requirements:
a. ICC lnternational Building Code, 2009 Edition.
b. ICC lnternational Existing Building Code, 2009 Edition.
c. ICC lnternational MechanicalCode, 2009 Edition.
d. ICC lnternational Fire Code,2009 Edition.
e. ICC lnternational Property Maintenance Code, 2009 Edition.
f. NEC ElectricalCode, 2008 Edition.
2. State code requirements:
a. Capital Development Board (CDB):
1) lllinois Accessibility Code, 1997 Edition.
2) lllinois Energy Conservation Code (lCC lnternationalEnergy Conservation Code,2015
Edition, with State of lllinois modifications.
b. lllinois Department of Labor (IDOL): Safety Glazing Materials Act - lllinois Revised Statutes,
chap. 1 11 112, paragraph 3101, et seq,
c. lllinois Department of Public Health (IDPH):
1) lllinois Plumbing Code (lllinois Administrative Code, Title 77, Chapter l, Subchapter r,
Part 890).
d. lllinois Environmental Protection Agency (IEPA):
1) Air-Pollution Standards.
2) Noise Pollution Standards.
3) Water Pollution Standards.
4) Public Water Supplies
5) Solid Waste Standards.
6) lllinois Recommended Standards for Sewage Works (lllinois Administrative Code, Title
35, Subtitle C, Chapter ll, Part 370).
e, lllinois State Fire Marshal(OSFM):
1) Boiler & Pressure Vessel Safety Code (lllinois Administrative Code, Title 44, Chapter l,
Part 120).
2) lllinois Rules & Regulations for Fire Prevention & Safety (as amended).
3) Gasoline and Volatile Oils (lllinois Revised Statutes, chap. 17 112, paragraph 31, et
seq.).
3. lnformation and Requirements for Utility Services: Local utility companies,
PART 2 PRODUCTS. NOT USED
PART 3 EXECUTION. NOT USED
END OF SECTION
PRO」ECT NO.18‐172‐1197 014100‐2Copy∥ght2016 by KLUBER,INC iA∥Rights ReseAred
SECT10N 01 41 00
REGULATORY REQUIREMENTS
sEcTloN 01 42 00
REFERENCES
PART.I GENEML
1.01 SECTION INCLUDES
A. Drawing symbols, abbreviations and acronyms.
B. Deflnitions of terms used throughoul the Contract Documents.
C. Explanation of specification format and content.
D. Requkements relating to referenced standards.
E. Applicability o{ referenced standards.
F. List of industry organizations and certain of their respective documents.
1.02 DMWING SYI'BOLS AND CONVENTIONS
A. Abbreviations and graphic symbols are defined on the General Notes, Symbols & Abbreviations
sheet of lhe drawings,
B. Generally, symbols used on lhe 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", lequesled', 'authorized', "approved", are used as in 'directed by the
ArchitecUEngineer', no implied meaning shall be construed to extend the ArchitecUEnginee/s
responsibilities into the Contractor's purview of construction supervision.
C. Where the term 'approved' is used in conjunction with the ArchitecUEngineer's action on
submittals, requests or applications it is limited to the duties of the ArchitecUEngineer 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 fullill Contract
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
convenlions 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 incorporalion 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 deflned above.
PRO」ECT N0 18‐1721197 014200‐1copynght 2016 by KLUBER,INCI A∥R19his Reserved
SECT10N 01 42 00
REFERENCES
H. The 'Project Site" is lhe space available to the Contractor lor 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 others with others performing other construction or related activities on
the Prolect. The E(ent of the Project Site is indicated on the drawings.
1.04 SPECIFICATION FORMATAND CONTENT
A. These Specifications are based on the Construction Specilication lnstitute's 49 Division format and
numbering system.
B. Language used in the Specif,cations and other Contracl Documents is an abbreviated $pe,
lmplied words and meanings will appropriately interpreted.
C. Requirements expressed in imperative and skeamlined 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 fullilled indirectly by the Contractor or others.
'1. Whenever a colon (:) is used within a sentence or phrase, it shall be construed to mean the
words 'shall be'.
D. Use of certain terms such as "carpenlry" is not intended to imply thal certain activities must be
performed by accredited or unionized individuals of a coresponding generic name. The
Specifications do, however, require that certain construction activities shall be performed by
specialists who are recognized experls in the operations to be performed. Specialists shall be used
for said activities, however the final responsibility for fullilling the requirements of the Contract
remains the Contractods,
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 seclion, 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 specified reference standards conflict with Contract Documents, request clarification from
the Architect/Engineer before proceeding.
F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those
of the ArchitecUEngineer shall be altered by the Contract Documents by mention or inference
otherwise in any reference documenl.
1.06 APPLICABILITY OF INDUSTRY STANDARDS
A. Construction industry slandards shall have the same force and effect as if bound or copied
directly in the Conhact Documents, except where more stringent requirements are specified. All
such applicable standards are made a part of the Contract Documents by reference.
PROJECT NO. 18-172-1197 01 4200 -2 sEcTtoN 01 42 00
Copyrighl2016 by KLUBER, lNC.;All Righls Reserved REFERENCES
l Where comp∥ance輛 th two or more standards are referenced and conlic,ng requirements fo「
qualty or quantmes Occur,∞mply面 th the more stnngent requirements Refer queslions
regarding apparen∥y conlicling standards to the Archnecl fOr a deciЫ on before proceeding.
2 The slandard ofqua∥ty o「quanlty leveis specined,shown,or referenced sha∥be the minimum
to be provided or perormed Refer queslons regarding standards of minimum qua“υ or
quanlty lo the Archnect before proceeding
l.07 CONSTRUCT:ON:NDuSTRY ORCANIZAT:ONS AND DOCUMENTS
A AA―ALUMINUM ASSOCiAT10N,lNC
B AABC―ASSOCIATED AIR BALANCE COUNCIL
C.AAMA…AMERICAN ARCHITECTURAL MANUFACTURERS ASSOC:AT10N
D AASHTO‐‐AMERICAN ASSOC:AT10N OF STATE HIGHWAY AND TRANSPORTAT10N
OFFICIALS
E.ACI―AMERlCAN CONCRETE!NSTITUTE INTERNAT10NAL
F AISC―AMERICAN INSTITUTE OF STEEL CONSTRUCT10N,INC
G ANSl―AMERICAN NAT10NAL STANDARDS INSTITUTE
H ASHRAE―AMER!CAN SOCIETY OF HEATING,REFRIGERATING AND AIR‐CONDIT10NING
ENGINEERS,INC
I・ ASME¨THE AMERICAN SOCIETY OF MECHAN:CAL ENGINEERS
l ASME A171‐Sarety Code for Elevators and Escalalorsi 2004
J ASTM―AMERICAN SOCiETY FOR TESTING AND MATERIALS
K AW!―ARCHITECTURAL W00DWORK!NSTITUTE
L AWPA―AMER:CAN W00D‐PRESERVERS:ASSOC:AT10N
M AWS―AMERICAN WELDING SOCIETY
N.BHMA…BUILDERS HARDWARE MANUFACTURERS ASSOC:AT:ON
O CPSC―CONSUMER PRODUCTS SAFETY COMMISS10N
P DHl―D00R AND HARDWARE INSTITUTE
Q DIN―DEUTSCHESINST:TUT FUR NORMUNG
R FM…FACTORY MUTUAL RESEARCH CORPORAT10N
S ICC―INTERNAT10NAL CODE COUNCIL,INC
T IEEE…INSTlTUTE OF ELECTRICAL AND EL[CTRONIC ENGINEERS
U ISO…lNTERNAT10NAL STANDARDS ORGANIZAT10N
V MFMA―MAPLE FL00RING MANUFACTURERS ASSOCiAT10N
W NAAMM―THE NAT10NAL ASSOCIAT10N OF ARCHITECTURAL METAL MANUFACTURERS
PRO」ECT N0 18‐172‐1197 014200‐3Copy19h1 2016 by KLUBER,lNC iA∥R19hts ReseⅣed
SECT10N 01 42 00
REFERENCES
X.NCMA―NAT10NAL CONCRETE MASONRY ASSOCIA丁 10N
Yo NEBB―NAT10NAL ENVIRONMENTAL BALANCING BUREAU
Z. NEMA―NA丁 10NAL ELECttRICAL MANUFACTURERS ASSOCIAT10N
AA. NFPA…NAT10NAL FIRE PROTEC丁 10N ASSOCIA丁 10N
AB. NRCA―NAT10NAL R00FING CONTRACTORS ASSOCIAT10N
AC. PCI…PRECAST′PRESTRESSED CONCRETEINSTITUTE
ADo SDI…STEEL D00R INSTITUTE
AE, SDI…STEEL DECK INSTITUTE,INC。
AF, SCCC‐‐SAFETY GLAZING CERTIFICAT10N COUNCIL
AG. SIGMA‐SEALED INSULATING GLASS MANUFACTURERS ASSOCIAT10N(See lGMA)
AH, S」|…STEEL JOIST INSTI丁 UTE
AI.SMACNA―SHEET METAL AND AIR CONDI丁 10NINC CONTRACttORSI NA丁 10NAL
ASSOCIAT10N,INC.
A」。SSPC…丁HE SOCIETY FOR PROTECTIVE COATINGS
AK. TCA―TILE COUNCIL OF AMERICA,INC.
AL, UL…UNDERWRITERS LABORATORIES INC.
AM. USC―UNITED SttAttES GYPSUM
l, USC(HB)‐Gypsum Construclon Handbooki Seventh Edlion.
AN. WWPA―WESTERN VV00D PRODUCTS ASSOCIA丁 10N
l.08 UNITED STATES GOVERNMENT AND RELATED AGENCIES′DOCUMENTS
A.CFR¨CODE OF FEDERAL REGULAT10NS
B.CPSC…CONSUMER PRODUCTS SAFETY COMMISS10N
C.EPA―ENVIRONMENTAL PROTECT10N AGENCY
D.FS…FEDERAL SPECIFICA丁 10NS AND STANDARDS(General SeⅣlces Administralon)
E,GSA¨U.S,GENERAL SERVICES ADMINISttRA丁 10N
F. USGS―UNITED STATES GEOLOGICAL SURVEY
l,09 STATE GOVERNMENT AND RELATED AGENC!ES′DOCUMENTS
A.CDB…ILLINOIS CAPI丁 AL DEVELOPMENT BOARD
B・ IDOL―ILLINOIS DEPARTMEN丁 OF LABOR
C.IDPH―ILLINOIS DEPARTMEN丁 OF PUBLIC HEALTH
D,IEPA…ILLINOIS ENVIRONMENTAL PROTECT10N AGENCY
PRO」ECT NO.18‐172‐1197 014200‐4 sECT10N 01 42 00
Copylght 2016 by KLUBER,INC.:A∥Rlghts ReseⅣed REFERENCES
E.OSFM…OFFICE OF ttHE ILLINOIS STAttE FIRE MARSHAL,
PART 2 PRODuCTS・ NOT USED
PART 3 EXECUT10N・ NOT USED
END OF SECT10N
PRO」ECT N0 18‐172‐1197 014200‐5Copyright 2016 by KLUBER,lNC i A∥Rights Reserved
SECT10N 01 42 00
REFERENCES
SECT!ON 01 50 00
TEMPORARY FACiLiT!ES AND CONTROLS
PART l GENERAL
l.01 SECT:ON:NCLUDES
A Temporary ullties
B.Temporary telecommunicalons services.
C.Temporary sannary fac∥饉es
D TempOrary Contro:s:Barr ers,enc!osures,and fencing
E Secunly requirements
F, Vehicular access and parking
G.Waste mmovJ fadlnbs and servtes
l.02 TEMPORARY UTIL:T!ES
A Ownerwi∥provide the fo∥owing:
1. Elecl「ical power,consisting of conneclion lo existing facilities
2 Waler supply,consislng of conneclon to exislng fac∥nies.
B Exislng fac∥ties may be used.
1.03 TELECOMMUN:CAT:ONS SERViCES
A Telecommunications services sha∥includel
1 0ne(1)mObile ce∥ularlelephone for each of Contractors and any SubcOntractors neld
personneL
l.04 TEMPORARY SANITARY FAC:LiT:ES
A Use ofexis∥ng fac∥lies is permitted
B Maintain da∥y in clean and sanitary conditiOn
C At end of construclion,retum fac∥忙ies to same o「beter condlion as odgina∥y fOund
l.05 BARR:ERS
A Provide barr ers to prevent unauthonzed entrylo construclon areas,lo prevent access to areas
that could be hazardous lo workers orthe public,lo a∥ow for owners use Of site and lo protect
e力 slng fa酬 ∥bs and attacent prope面 es from damage from const「uclon operatbns and
demo∥∥on.
B Provide barncades and covered walkways required by goveming autho百 ties for pub∥c「ights‐ol‐way
C.Proteci non‐owned vehicular trafrc,s10red malenaに ,sne,and st「uctu「es from damage
PRO」ECT N0 18 172 1197 01 50 00‐1Copy19h1 2016 by KLUBER INC I A∥R ghts Reserved
SECT10N 01 50 00
TEMPORARY FACILITIES AND CONTROLS
1.06 1NTER10R ENCLOSURES
A, Provlde temporary pa咸 lions and ce∥ings as indicated to separate work areas from
Owner…occupied areas,lo prevent penetration of dust and rnoisture into Owne「occupied areas,
and to prevent damage to existing rnaterials and equipment.
B,Construc∥on:Framing and reinforced polyethylene sheet matenals with closed iOhtS and sealed
edges atinterseclions wilh exisling suraces:
1.07 SECURITY
A,PЮ vide secu∥ty and laci∥∥es to protect Work,exislng facllilies,and Owners Operalons from
unauthorized entry,vanda∥sm,orthe貴.1.08 VEHICULAR ACCESS AND PARKING
A,Comply with regulalons relalng to use of streets and sidewalks,access to emergency fac∥Iies,
and access for emergency vehicles.
B. Coordinate access and haulroutes with governing authoritles and Owner.
C.ProMde and maintain access to nre hydrants,free of obstruclons.
D.Provlde means of removing mud from vehicle wheels before entenng streets,
1,09 WASTE REMOVAL
A,Provide waste removalfaci∥∥es and seⅣices as required to malntain the sle in clean and ordeJy
conditlon,
B. Provide containers wllh lids, Remove trash from slte periodica∥y.
C.lf mate∥aに to be recyded orre‐used on the proieCt must be stored on‐sne,prOMde sunaЫe
non‐combusJble containersilocate containers holding nammable matena1 0utside the structure
unbss otherwise appЮ ved by the autho∥∥es haungiu∥sdb10n.
1,10 REMOVAL OF UTILITIES,FACILITIES,AND CONTROLS
A, Remove temporary u∥lnies,equipmenti fac∥∥ies,matettals,prior to Substan∥al Complelon
lnspection.
B.()lean and repalr damage caused by insta∥ation or use oftemporary work・
C. Restore existing fac∥ltles used during constructlon to orlginal condition.
PART 2 PRODUCTS・ NOT USED
PART 3 EXECUT10N・ NOT USED
END OF SECT10N
PRO」ECT N0 18‐172‐1197 015000‐2cOpynght 2016 by KL∪BER,INC.:A∥R19hts ReseⅣed
SECT10N 01 50 00
TEMPOnARY FAC!LITIES AND CONTROLS
SECT10N 01 60 00
PRODuCT REQUIREMENTS
PART l GENERAL
l.01 SECT10N!NCLUDES
A.General pЮ duct requlrements.
B. Re‐use of existing products.
C. Transportatlon,hand∥ng,storage and protectlon.
D.Producl op∥on requirements,
E. Substitution lirnitations and procedures.
F,Procedures for Owne卜 supplied products.
G.Maintenance matenals,including extra matenals,spare patts,tools,and sottware.
1.02 SUBM1lTALS
A.PЮ ducl Data Submttals:Subml manufacturers standard pub∥shed data,Mark each copy to
identi″app∥Cable pЮ ducts,models,oplons,and other datao Supplement manufacturersi
standad data to pro宙 de hformalon spedlcto thtt ProieCt.
B,Shop Drawlng Submmalsi Prepared specinca∥yfOrthis PЮ lect indiCate u∥1ly and electncal
characlenslcs,u∥1ly conneclon requlrements,and location of u∥1ly ouJets for seⅣice for
functional equipment and app∥ances.
PART 2 PRODUCTS
2.01 EX:STING PRODUCTS
A,Do notuse mate∥als and equipment removed from exislng premlses unless spec面 ca∥y requlred
or permitted by the Contract Documents.
B.Unforeseen histoHc lems encountered remaln the propetty ofthe Ownel no∥fy Owner promp∥yupon discoveryl protect,remove,handle,and store as directed by Owner.
C. Existing materlals and equipmentlndicated to be removed,but notto be re‐used,relocated,
reinsta∥ed,de∥vered to the Ownerl or otherwlse lndicated as to remain the propeny Ofthe Owner,
become the propeny Ofthe Contractol remove from sle.
D. Specifc Products to be Reused: 丁he reuse of cettain materials and equipment already exisling on
the proiect Sle t required.
2.02 NEW PRODuCTS
A. Provide new products unless spec1lca∥y required or permltted by the Contract Documents.
B.Designed,manufactured,and tested in accordance with industry standards.
PRO」ECT NO.18‐172‐1197 016000-1
cOpynght 2016 by KLUBER,INC iA∥Rights Reserved
SECT10N 01 60 00
PRODUCT REQUIREMENTS
2.03 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any product meeting
those standards or description.
B. Products Specified by Naming One or More Manufaclurers: Use a product of one of the
manufacturers named and meeting specifications, no options or substitutions allowed.
C. Products Speci{ied by Naming One or More Manufacturers with a Provision for Substitulions:
Submit a request for substitution for any manufacturer not named.
2.04 MAINTENANCEMATERIALS
A. Furnish extra materials, spare parts, tools, and software oftypes and in quantities specified in
individual specilication sections.
B. Deliverto Project site and place in location directed by Owne/s representative; obtain Ownefs
signature on receipt for delivery prior to linal 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 afler that time will not be considered.
1. lf a request is approved, the ArchitecVEngineer 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 requesl for substitution only
under one or more of the following conditions:
1. Substitution is required for compliance with final interpretation of code requkements or
insurance regulations.
2. Specified product is not available through no fault of the Contractor.
3. Specified product is not compatible with other specifled materialsiequipment.
4. Manufacturer will not certify or warranty specified product as required.
C. Document each requesl utilizing Substitution Request Form following this section with complete
data substantiating compliance of proposed substitution with Contract Documents. lncomplete
requests will nol be considered.
D. A request for substitution constitutes a representalion thal the submitter:
1. Has investigated proposed product and determined that it meets or exceeds the quality level of
the specilied product.
2. Will provide the same warranly for the substitution as for the specilied 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 Architect/Engineer review or redesign services associated with
re-approval by authorities having jurisdiction over the Project.
PROJECT N0 18‐172‐1197 016000‐2cOpyngh1 2016 by KLUBER,INCl A∥R9his ReSeryed
SECT10N 01 60 00
PRODUCT REQUIREMENTS
E. Substitutions of products or product characteristics/components/accessories will not be considered
when they are indicated or implied on Contractor's submittals, without separate written request, or
when acceptance will require revision to the Contract Documents, whether rejection ofsaid
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 subslitution.
2. Provide the following minimum documentation with each Substitution Request Form:
a. Product identilication, manufacturer, product data including dimensions and weight,
performance and installation inskuctions.
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 ofthe proposed substitution on the Contract Sum.
3. Sign and date the Substitution Request Form.
4. ArchitecVEngineer will notify submitter in writing of decision to accept or reject request.
3.02 TMNSPORTATION AND HANDLING
A. Package products for shipmenl in manner to prevent damage; for equipment, package to avoid
loss of factory calibration.
B. lf special precautions are requked, aftach 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 manufactureds instructions.
E. Transport materials in covered trucks to prevent contamination of product and littering of
sunounding areas.
F. Promptly inspect shipments to ensure that products comply with requirements, quantities are
coffect, 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 STOMGE AND PROTECTION
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 manufaclurers' instructions.
C. Store with seals and labels intact and legible.
PRO」ECT N0 18‐172‐1197 016000‐3cOpynght 2016 by KLUBER,INC IA∥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 ulhaviolet light, dirt, dust, and other
contaminants.
F. Comply with manufacturer's warranty conditions, if any.
G. Prevent conlact with material that may cause corrosion, discoloration, or staining.
H. Provide equipment and personnel to 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
PRO」ECT N0 18-172‐1197 016000‐4Copy∥ght 2016 by KLUBER,INCI A∥Rights Reserved
SECT10N 01 60 00
PRODUCT REQUIREMENTS
Kluber
Architects + Engineers www.kluberinc.com
SUBSTITUT!ON REQUEST FORM
PRO」ECtti VILLAGE OF OAK BR00K―FIRE SttA丁 10N93-SHOWER R00MS PIPING AND VALV圧
REPLACEMENT
SPECIFIED I丁 EM:
Specification Section Page Paragraph
The undersigned requests consideralon ofthe following:
PROPOSED SUBSTI丁 UT10N:
Description
Attached data includes project description, specifications, drawings, photographs, performance and test data
adequate for evaluation of lhe 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 certifles 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 req uirements.
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
Kane County Offcc
10 Sou∥l Shul■tl・ ay Avenuじ
[|`:1ぎ ヤ|∥卜`|`|「
イ)(3t tOt)|を 1(
Flrm
For Use By The ArchitecUEngineer:
E Accepted EI Accepted As Noted
E NotAccepted E ReceivedTooLate
Emall
I ake Col,nty
108 E Beaulcrt Street BoX 10
!|■11`1∥∥|`,(|`761
てヽ 1431,(,41〔
Attachments (list)
日
SECT10N 01 70 00
EXECUT10N AND CLOSEOuT REQU:REMENTS
PART l GENERAL
l.01 SECT10N INCLUDES
A Examination,preparation,and generalinsta∥ation procedures
B Requirements lor aileralons work,inc!uding selective demo∥lon
C Prelnsta∥alon meettngs
D Cutting and palching
E Surveソ ng forlaying outthe work.
F Cleanng and proteclon,
G.Staning of syslems and equipment
H.Demonstralon and instruction of Owne「personneL
L Closeout procedures,including Contractors COrreclon Punch Lも t,except payment procedures
l.02 RELATED REQUiREMENTS
A Secuon o1 30 00‐Administrattve Requiremenlsi Submitals procedures.
B Seclon 01 78 00‐Cioseout Submitals:Prolecl record documenls,operalon and maintenance
data,warranties and bonds
C Seclion 01 79 00‐Demonstra6on and Training:Demonstralon of products and systems to be
commissioned and where indicaled in specinc specincatiOn sections
l.03 SUBM!TTALS
A See Seclon 01 30 00-Administra∥ve Requiremenls,for submital procedures
B Cuting and Patchingi Submt w∥ten requestin advance of cuting or anera10n that arectsi
l StructurJ hlegnty Of any demenl of Prolect
2 1ntegnly ofweather exposed or moisture reSstant element
3 Efrciency,maintenance,or safely of any operalonal element
4 Visual qualties ofs19ht exposed elements
5 Work of Owner or separate Contractor
l.04 PROJECT CONDiT10NS
A. Dust ControL Execute work by methods lo minimize raising dustfrom construction opera∥ons
Provide pOslive means to prevent al「borne dustfrom dispersing inlo atmosphere and over
adlacent propeny
B Noise ControL Provide methods,means,and fac∥nies tO mininnize noise produced by cOnstruction
operalions
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C. Pest and Rodent Conkol: Provide methods, means, and facilities to prevent pests and insects
from damaging the work.
1.0s c00RDtNATtoN
A. Coordinale scheduling, submittals, and work of the various seclions ofthe Project Manual to
ensure efficient and orderly sequence of installation of inlerdependent 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, connecling to, and placing in service, such equipment.
C. Coordinate space requirements, supports, and installation of mechanical and eleckical work that
are indicated diagrammatically on Drawings. Follow rouling 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 work of separate sections.
PART 2 PRODUCTS
2.01 PATCHINGMATERIALS
A. New lt/aterials: 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 request for substitution
described in Section 01 60 00 - Product Requirements.
PART3 EXECUTION
3.01 EXAMINATION
A. Examine and verify specific conditions described in individual specification sections.
B. Take lield measurements before confirming product orders or beginning fabrication, to minimize
waste due to overordering or misfabrication.
C. Prior to Cutting: Examine existing conditions prior to commencing work, including elements
subject to damage or movement during cutting and patching. Afier uncovering existing work,
assess conditions affecting performance of work. Beginning of cutting 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 ArchitecuEngineer 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 relaled 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 speciried in individual sections, in accordance with manufacturer'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 othenr'rise indicated.
C. lnstall equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal
lines, unless otheruise indicated.
3.05 ALTERATIONS
A. Drawings showing existing construction and utilities are based on casualfield observalion 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 Jinishes are to be applied to existing work, perform removals, patch, and
prepare existing surfaces as required to receive new finish; remove existing finish 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 syslems to accommodate new construction.
1. Maintain existing active systems thal 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
requ 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 switchovem 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, otheMise cap stub and tag with
identification; patch holes left by removal using materials specilied for new conslruction.
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 demolition is complete.
G. Comply with all other applicable requirements of this section.
3,06 CUTTING AND PATCHING
A. Whenever possible, execute the u/ork 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, eleclrical, and other services.
4. Match work that has been cut lo adjacent work.
5. Repair areas adjacent to cuts to required condition.
6. Repair new rrrrck damaged by subsequent work.
7. Remove and replace defective and non-conforming lrcrk.
D. Execute work by methods lhat avoid damage to other work and that will provide appropriate
surfaces to receive patching and finishing. ln existing work, minimize damage and restore lo
original condition.
E. Cut rigid materials using masonry saw or core dnll. Pneumatic tools not allowed without prior
approval.
F. Restore work with new products in accordance with requirements 0f Conkact Documents.
G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
H. Patching:
I . Finish patched surfaces to match finish that existed prior to patching. 0n continuous surfaces,
refinish to nearest intersection 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 other 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 trash/rubbish from site periodically and dispose
off-site; do not burn or bury.
3.08 PROTECTION OF INSTALLED WORK
A. Protect installed wok from damage by construction operations.
B. Provide special protection where specilied in individual specilication 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 floon, stairs, and other surfaces from traffic, 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 of various equipment and systems.
B. Verify tests, meter readings, and specilied 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 manufaclurers' instructions.
E. Submit a written report that equipment or system has been propedy installed and is functioning
correctly.
3,10 DEMONSTRATION AND INSTRUCTION
A. See Section 01 79 00 - Demonstration and Training.
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3.1l AD」uST:NG
A Adlust Opera∥ng products and equipmentto ensure smooth and unhlndered operalon
B Tesl,adluSt and balance Hヽ /AC syslems.
3.12 F:NAL CLEANING
A Execute inJ cbanhg p百 orto nnd prOlect assessmentBCDE
1 . Clean areas to be occupied by 0wner prior to final completion before Owner occupancy.
Use cleaning materials that are nonhazardous.
Remove all labels that are not permanent. Do not paint or otheruise cover fire test labels or
nameplates on mechanical and electrical equipment.
Clean equipment and fixtures to a sanilary condition with cleaning materials appropriate to the
surface and material being cleaned.
Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of
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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 conection in the Contractois Conection Punch List for Contracto/s Nolice of
Substantial Completion.
C. Notify ArchitecUEngineer when work is considered ready for ArchitecUEnginee/s Substantial
Completion inspection.
D. Submit written certiflcation containing Contracto/s Conection Punch List, that Contract Documents
have been revierrrred, work has been inspected, and that work is complete in accordance with
Contract Documents and ready for ArchitecUEngineer's Substantial Completion inspection.
E. Conduct Substantial Completion inspection and create Final Conection Punch List containing
ArchitecUEnginee/s and Conkacto/s comprehensive list of items identified to be completed or
corrected and submit to ArchitecuEngineer.
F. Correct 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 work determined by ArchitecUEngineer listed in executed Certificate of
Substantial Completion.
ENO OF SECTION
sEcTtoN 01 78 00
CLOSEOUT SUBMITTALS
PART 1 GENERAL
,I.01 SECTION INCLUDES
A. Project Record Documents.
B. Operation and Maintenance Data.
C. Wananties and bonds.
1,02 RELATED REQUIREMENTS
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: Wananties required for specific products or Work.
1,03 SUBMITTALS
A. Project Record Documents: Submit documents to ArchitecUEngineer with claim for final
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 comments.
2. For equipment, or component parts of equipment put into service during construclion and
operated by Omer, submit completed documents within ten days after acceptance.
3. Submit one copy of completed documents 15 days prior to final inspection. This copy will be
reviewed and returned after final inspection, with ArchitecUEngineer comments. Revise
content of all document sets as requked prior to final submission.
4. Submit two sets of revised final documents in final form within'10 days after final inspection.
C. Warranties and Bonds:
1 . For equipment or component parts of equipment put into service during construction with
Owner's permission, submit documents within 10 days after acceptance.
2. Make other submittals within 10 days afler Date of Substantial Completion, prior to final
Application for Payment.
3. For items of Work for wlrich acceptance is delayed beyond Date of Substantial Completion,
submit within 10 days after acceptance, listing the date of acceptance as the beginning of the
warranty period.
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PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 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 concurrent 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 substitulions or altemates 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 iJIAINTENANCE 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 pads.
B. Product Data: Mark each sheet to clearly identity specific products and component parts, and data
applicable to installation. Delete inapplicable information.
C. Drawings: Supplement product data to illustrate relations ofcomponent parts of equipment and
systems, to show control and flow diagrams. Do not use Project Record Documents as
maintenance drawings.
D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for
each procedure, incorporating manufacturer's instructions.
3.03 OPEMTION AND iI|AINTENANCE 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 manufacturer'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 operaling instructions and
sequences. lnclude regulation, control, stopping, shut-down, and emergency instruclions. lnclude
summer, winter, and any special operating inskuctions.
D. Maintenance Requirements: lnclude routine procedures and guide for preventative maintenance
and houble shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting,
balancing, and checking instructions.
E. lnclude manufacture/s printed operation and maintenance instructions.
F. lnclude sequence of operation by controls manufacturer.
G. Provide original manufacture/s parts list, illustrations, assembly drawings, and diagrams required
for maintenance.
H. Provide conkol diagrams by controls manufacturer as installed.
l. Provide list of original manufactureis spare parts, cunent prices, and recommended quantities to
be maintained in storage.
J. lnclude test and balancing reports.
K. Additional Requirements: As specified in individual product specification sections.
3,04 ASSEMBLYOF OPERATIONAND MAINTENANCE MANUALS
A. Assemble operation and maintenance data into durable manuals for Owner's personnel use, with
data affanged in the same sequence as, and identified by, the specification sections,
B. Where systems involve more than one speciflcation 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, S-112by ll inch three Dside ring binders with durable plastic
covers; 2 inch maximum ring size. When multiple binders are used, conelate data into related
consistent groupings.
F. Cover: ldentify each binder with typed or printed title OPEMTION AND MAINTENANCE
INSTRUCTIONS; identify title of Prolect; identify subject matter of contents.
G. Project Directory: Title and address of Project; names, addresses, and telephone numbers of
ArchitecUEngineer, Consultants,Contractorand subcontractoE, 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.
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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 WARRANTIESANDBONDS
A. Obtain wananties 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
inlo 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 notanzed.
C. Co-execute submittals when required.
D. Retain warranties and bonds until time specilied 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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sEcTtoN 01 79 00
DEMONSTMTION 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 Requkements, for submittal procedures.
B. Training Plan: Owner will designate personnel to betrained; lailor training to needs and skill-level
of attendees.
1. Submit to ArchitecUEngineer for transmitlal to Owner.
2. Submit not less than tu/o weeks prior to start of training.
3. Revise and resubmit until acceptable.
4. Provide an overall schedule showing all training 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 training and suggested methods of ensuring adequate training.
f. Methods to be used, such as classroom lecture, live demonstrations, handson, etc.
g. Media to be used, such a slides, hand-outs, elc.
h. Training equipment required, such as projector, projection screen, etc., to be provided by
Contractor.
C. Training Manualsl Provide training manual for each attendee; allow for minimum of two attendees
per training session.
1. lnclude 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 . ldentification of each training session, date, time, and duralion.
2. Sign-in sheet showing names and job titles of attendees.
3. List of atlendee questions and written answers given, including copies of and references to
supporting documentation required for clarification; include answers to questions that could not
be answered in original training session.
E. Video Recordings: Submit digital video recording of each demonstration and haining session for
Owne/s subsequent use.
'l . Format: DVD Disc.
2. Label each disc and container with session identification and date.
1.04 QUALITY ASSUMNCE
A. lnstructor Qualifications: Familiar with design, operation, maintenance and troubleshooting of the
relevant products and systems.
1 . Provide as instructors the most qualified trainer of those contractons 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
qualilications.
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 Owner.
B. Demonstration may be combined with Owner personnel training if applicable.
C. 0perating Equipment and Systems: Demonstrate operation in all modes, including start-up,
shut{own, seasonal changeover, emergency conditions, and troubleshooting, 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 O&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
nanatives, and product specific information.
3. Typical uses of the 0&M manuals.
F. Product- and System-Speciflc Training:
'1. Review the applicable O&M manuals.
2. For systems, provide an overview of system operation, design parameters and constraints, and
operational strateg ies.
3. Review instructions for proper operation in all modes, including start-up, shul-down, seasonal
changeover and emergency procedures, and for maintenance, including preventative
mainlenance.
4. Provide hands-on training on all operational modes possible and preventive maintenance.
5, Emphasize safe and proper operating requirements; discuss relevanl health and safety issues
and emergency procedures.
6. Discuss common troubleshooting problems and solutions.
7. Discuss any peculiarities of equipment inslallation or operation.
8. Discuss wananties and guarantees, including procedures necessary to avoid voiding coverage.
9. Review recommended tools and spare parts inventory suggestions of manufacturers.
'l0.Review spare parts and tools required to be fumished by Conhactor.
11. Review spare parts 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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SECT:ON 02 41 00
DEMOL!T10N
PARTl GENERAL
l.01 SECT10N INCLUDES
A Seleclive demol∥on of bunding elements for alleralon purposes
l.02 RELATED REQUiREMENTS
A Seclion 01 10 00‐Summary:Limla∥ons on Contractors use Of sle and premises
B Seclion 01 5000‐TempOrary Fac∥nies and ControlsI Proteclve barners and waste removaL
C Seclbn 01 7000‐Execulon and Closeout Requirements Prolecl condllons and eXsung
construclon lo remain
l,03 REFERENCE STANDARDS
A 29 CFR 1926‐U S Occupalonal Safely and Heanh Standards:curent ed“ion
PART 2 PRODuCTS・ .NOT uSED
PART 3 EXECUT!ON
3.01 SCOPE
A Remove po威 lons Of existing bu∥ding suraces 10 accommodate new matenals insta∥auon
B.Remove other lems indicaled,for salvage,relocalon,and recychng.
3.02 GENERAL PROCEDURES AND PROJECT COND:T:ONS
A Comply wlth Otherrequirements specined in section 01 70 00.
B.Compv前 th applicable codes and regulalons for demol∥on opera∥ons and safetyofadiacent
structures and the public
l.Obtain required perllnls
2. Provide,erect,and maintain temporary bariers and secu百 ty devtes
3. use physical bariers to prevent access to areas that∞uld be hazardous 10 wOrkers orthe
public
4 Conduct operalons to mhimレ e ettcls on and htererence wnh adlacent sttclures and
occupants.
5 Conduct operaJons to minimize obstruc1lon of pub∥c and p"vate entrances and exitsi do not
obstruct required exits at any lmei protect persons using entrances and exls from removal
operalons
C.「ha2ardOus matenaに are discovered du∥ng removal operalonsl stop wOrk and notify
ArchilecVEngineer and Owneri hazardous malenals inciude regulated asbeslos contalning
matenals,lead,PCBIs,and mercury.
D Pedbrndemo∥tion in a mannerthat maximizes salvage and recycling of materlals
l Dismantle existing construction and separale mate∥als.
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2. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point
or point of reuse.
3.03 SELECTIVEDEMOLITION FORALTERATIONS
A. Drawings showing existing construction are based on casualfield observation and existing record
documents only.
1 . Verify that construction are as shown.
2. Repo( discrepancies to ArchitecVEngineer before disturbing existing installation.
3. Beginning of demolition work constitutes acceptance of existing conditions that r,vould 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 specified in Section
01 5000.
C. Remove existing work as indicated and as required to accomplish new work.
1 . Remove rotted wood, conoded 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 thal 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, mainlain existing syslems in service until new systems are complete and ready for
service.
3. See Section 0'l 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, otheruise cap stub and tag with
identification.
E. Protect existing work to remain.
1. Prevent movement of structure; provide shoring and bracing if necessary.
2. Perform cutting to accomplish removals neatly and as specified for cutting new work.
3. Repair ad.jacent 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 sile.
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
PROJECT N0 18‐172-1197 024100‐2copynght 2016 by KLUBER,INC:A∥Righis Reserved
SECT10N 02 41 00
0EMOLIT10N
SECT10N 07 84 00
F!RESTOPPiNG
PARTl GENERAL
l.01 SECT:ON:NCLUDES
A Firestopping malenals
B ttЮ dop口 ng Ofallpendmlons dand ohも h lЮ ttbd assembles,whether hdtabd on
draw ngs Or nOt,and other openings indicated
C Smoke‐stopping of a∥penetrations of and iomls in smoke pa■mons,whetherindicaled on
draⅥハngs or not,and other openings indicated
l.02 RELATED REQU!REMENTS
A.Section 09 21 16‐Gypsum Board Assemb∥es:Gypsum wa∥board ireproolng.
1.03 REFERENCE STANDARDS
A ASTM E814‐Standard Test Method for Fire Tests ofThrough‐Penetrauon Fire Stopsi 201 3a
B FM 4991‐Approval standard for Fireslop Contraclors:2013
C.UL(FRD)‐Fre Resistance Direcloryi current edlion
l.04 DEFINIT10NS
A AssemblyI Patticular arrangement of malenals specinc tO given type of construclion descrlbed or
detailed in referenced documents
B.Batters:Time rated lre wa∥s,smoke barner wa∥s,lme rated ce∥nglnoor assemblies and
structural noors
C Fireslopping:Methods and male"als app∥ed in penetralons and unprotecled openings to∥ml
spread of heat,lre gasses and smoke
D Penetration:Opening orforeign matenal passing through orinto barier or slructura1loor such that
fu∥thickness of rated mate"als is not obtained
E」dnt hterruplon b a nre‐rated assembν occur"ng at hO南 ce between l)attaCent seclons of
Wa∥,Ohわ rsecung wa∥s,鋤 bp of wa∥and cd“ng,dttdumlΠ o∝∝Юof deck,→wa∥and edge
of struclura1 loo「,5)adiaCent seclions ofstructura1 loor
F Syslemi Speciflc producls and app∥calions,classined and numbered by Unde欄 消ters
Laborato"es,lnc.lo close spedlo barner penetra∥ons and ioints
G Sleeve:Metalfablcalon or pipe sec1lon extending through thickness of barrer and used to
permanent!y9uard penetration. Sleeves are described as pan of penetrating system in other
sections and may or may not be required.
1,05 SYSTEM DESCRiPT!ON
A Design Requirements:
PROJECT N0 18‐172‐1197 078400‐1Copynght 2016 by KLUBER,INCl A∥R19hts Reserved
SECT10N 07 84 00
FIRESTOPPING
1. Fire-rated construction: Maintain banier 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 al other construction gaps.
2. Smoke barrier 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 - Adminishalive Requirements, for submittal procedures.
B. Schedule of Firestopping: List each type of penetration, fire rating of the penetrated assembly,
and firestopping test or design number.
1 . Provide manufacture/s qualified engineering .judgements for non-standard applicaitons.
C, Product Data: Provide data on product characteristics, performance ratings, and limitations.
D. Manufaclurer's lnstallation lnstructions: lndicate preparation and installation instructions.
E, Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
1,07 OUALITYASSUMNCE
A. Fire Testing: Provide firestopping assemblies ofdesigns that provide the scheduled fire ratings
when tested in accordance with methods indicated.
1. Listing in the cunenlyear classilication 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 499'1, Approval of Firestop
Conhactors.
2. With minimum 3 years documented experience installing work of this type.
3. Able to show at least 5 satisfactorily completed proiects of comparable 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 combinalion.
B. Obtain approval of authority having jurisdiction before proceeding.
C. lf accepted, mock-up will represent minimum standard for the Work.
PRO」ECT N0 18‐172‐1197 078400-2
Copylgh1 2016 by KLUBER,INC:A∥Rights Reserved
SECT10N 07 84 00
FIRESTOPPING
D lf accepted,mock‐up may remain as partofthe Wo「k Remove and replace mock‐ups not
accepted
l.09 DELiVERY,STORAGE AND HANDL:NG
A Deliver products in onginal,unopened packaging w th legible manufacturers identncattOn
B Coordinale de∥very哺 th scheduled insta∥alon dale to minimize storage ume at sne
C Store matena:sin a dean,dry,venllaled locauOn.Protecl matenals from freezing r required by
manufacturer
l.10 F!ELD CONDIT!ONS
A Comply wtth ireslopping manufacturers recOmmendalons fortemperature and condlions du"ng
and alerlnsta∥alion.Maintain minimum temperature before,du"ng,and for3 days ater
insta∥alon of male∥als
B Provide ven籠 lation in areas where solvent‐cured matenals are being insta∥ed
PART 2 PRODuCTS
2.01 F!RESTOPPiNG ASSEMBL:ES
A Firestopping:Any malenal meelng requirements
l Fire Ralngs:use any syslem∥sled by UL ortested in accordance面 th ASTM E 814that has F
Ralng equa!lo lre ralng of penetrated assembly and T Ralng Equallo F Ra∥ng and that
meets a∥other specined requirements
2.02 MATER:ALS
A・ Accepatable Manufacturers:As∥sled in UL(FRD)for specinc uL Design Number
B.F∥,Void or Cavily Mate∥aヽ l Conform lo UL(FRD)‐XHHW
C Fireslop Devicesi Conform to UL(FRD)‐XH」|D Fo「ming Mate"alsi Conform to UL(FRD)‐XHKU
E Mechanica:」oint Assemb∥esi Conform to UL(FRD)‐XHLP
F PackingMatenaLAsrequiredbyspecincULDeslgnNumberforiointsyslemor
through‐penetralon lreslop syslem
G.P∥mers,Sieeves,Forms,insulation,Packing,Stufrng,and Accesso∥es:Type required for tested
assembly design,
PART 3 EXECUT10N
3.01 EXAM!NAT10N
A・ Ven″Ope面 ngs are ready b Юceive the work ofthtt seclon
l Vettfy bar面 erioints and penetra∥ons are prope∥y sized and ln sulable condmon for app∥calon
of matenals
PRO」ECT N0 18‐172-1197 078400‐3cOpynght 2016 by KLUBER,lNCI A∥R ghts Reserved
SECT10N 07 84 00
FIRESTOPPING
3.02 PREPARAT!ON
A Clean substrale suraces Of din,dust,grease,ol,loose matelaL or Other materthat could
adversely arect bond Of lrestopping matenai
B Remove incompaJble matenals that cOu!d adversely arect bOnd
3.03 1NSTALLAT!ON
A lnslJl matenaヽ h mannerdescnbed h uL(FRD)or lre test repo■and in a∝o「dance wlth
manuracturers instruclions,completely cloSng openings
B Do not coverinslalled irestopping unllinspected by authonty having lunSdiCuOn
C lnsta∥labe∥ing required by code.
3.04 CLEANING AND PROTECT:ON
A Protect adlacent suFaces from damage by matenalinsta∥auon
B.Patch or replace lrestopping damaged by work of other sections
END OF SECT10N
PRO」ECT N0 18‐172‐1197 078400‐4cOpynght 2016 by KLUBER,INCI A∥R19hts Reserved
SECT10N 07 84 00
F RESTOPPING
SECT:ON 07 90 05
JOINT SEALERS
PART l GENERAL
l.01 SECT10N:NCLUDES
A Expanslon ioint sealers
l.02 RELATED REQUIREMENTS
A Seclion 07 84 00‐Fireslopping: Firestopping sealants
B Seclion 09 21 16‐Gypsum Board Assemblies:Acouslc sealant
l.03 REFERENCE STANDARDS
A ASTM C920‐Standard Specinca∥on fOr Elastome面 c Joint Sealantsi 2014
B ASTM Cl193‐Standard Guide for Use of Joint Sealants;2013
C SCAQMDl168-South Coast Al「Qua∥ty Management Dist面 cl Rule No l168i curent ed忙 lon
l.04 ADM!N:STRATⅣE REQU!REMENTS
A.Coordinate the work wlh other sections referencing this sectiOn.
1.05 SUBM!TTALS
A See Section 01 30 00‐Administ旧 lve Requirements,lor submital procedures
B Product Datal Provde data indicaung sealant chemical characle∥s,cs.
C SamplesI Subml one samples,2 inch in size∥ustra∥ng sealant colors for seleclon
D.Manufacturers instJlatlon instruclons: lndtale special procedures.
1.06 QUALITY ASSURANCE
A Manuraclurer QualncatiOnsi Company specia“zing in manufactunng the Products spedned in thも
section Ⅷth mlnimum 5 years expenence
B.App∥calor QualincaliOnsi Company specializing in perorming the work ofthis seclon面 th
minimum three years documented expenence and approved by manufacturer
l.07 FIELD COND!T10NS
A Maintain lemperature and humidly recommended bythe sealant manufaclurer dunng and ater
insta∥ation
l.08 WARRANTY
A See SecJon 01 78 00-Closeout Submllals,for add忙 lonal warranly requlrements
B Correct defeclve work w thin a ive year period ater Dale of Substantial Completion
C. Warranty: include coverage forinsta∥ed sealanls and accessories which la∥to achieve ainight
seal exhibitloss of adhesion or coheslon,or do not cure
PROJECT N0 18‐172‐1197 079005‐1Copylght 2016 by KLUBER,INCI A∥R19hts Reserved
SECT10N 07 90 05
」01NT SEALERS
PART 2 PRODUCTS
2.01 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 No.1168.
B. TypeS-1 -AcrylicSealant: ASTMC920,GradeNS,Class'12-1/2,UsesNT,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,
O; single component, chemical curing, non-staining, non bleeding, non-sagging type.
1. Color: Match adjacent linished 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, self-leveling 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 ArchitecVEngineer from manufacture/s standard range.
2. Movement Capability: Plus 100 percent, minus 50 percent.
F. Type 3-6 - 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: Malch adjacent finished 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+onosive 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.
PRO」ECT N0 13172‐1197 079005‐2cOpynght 2016 by KLUBER,INC iA∥R19hls Reserved
SECT10N 07 90 05
」01NT SEALERS
PART 3 EXECUT!ON
3.01 EXAMiNAT!ON
A Ve"″that substrate suttces aЮ ready to recdve mrk
B ven,thatiOint bac∥ng and release tapes are compalble輌 th sealant.
3.02 PREPARATiON
A. Remove loose malenals and foreign materthat could impair adhesion of sea:ant
B Clean and pttme 10inls h accordance輛 th manufacturers hstruc10ns
c PerOrrn preparauon in accOrdance wtth manufaclurersinstnJclons and ASTM Cl193
D Protect elements surrounding the work ofthis seclion from damage or dis19urement
3.03 :NSTALLAT:ON
A PeForm wo「k in accordance輛 th sealant manufacturers requirements for preparation of suraces
and matenal nsta∥a∥on instruc∥ons
B.Peぬ rm insta∥ation n accordance wnh ASTM Cl193.
C,Measure10htdimensions and sレ e ioht backers lo achieve輛 dth■o‐depth ralo,neck dimendon,
and surace bOnd area as recommended by manuracturerl except where specnc dimensiOns are
indicated.
D.lnsla∥bond breakerwhere ioint bacttng is not used
E lnsta∥sealant free of air pockets,foreign embedded mater,∥dges,and sags
F Ap口 y sealant wthin recommended app∥calon lemperature ranges.ConsuL manufacturer when
sealant cannot be applied NMthin these lemperature ranges.
G Todゎ intS COncave
3.04 CLEAN:NG
A Clean adiacent sOiled surfaces
3.05 PROTECT:ON
A. Protecl sealanls unll cured
3.06 SCHEDULE
A Control and Expansion」oints in Paving: Type S‐4B Control,Expansion,and Soi」oints in Masonry,and Between Masonry and Adiacent WOrk:Type
S‐3,S‐5 or S‐7C lnteno「」oints for VVhich No Other Sealantls lndicaled: Type S‐1:
D. Control and ExpansiOn」oints in inte百 o「Concrele Slabs and Floors: Type S4
PROJECT N0 18‐172‐1197 079005‐3Copy∥ght2016 by KLUBER,INCI A∥Rights Reserved
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 079005‐4Copy百 9ht2016 by KLUBER,lNCIA∥R9hts Reserved
SECT10N 07 90 05
JOINT SEALERS
SECT10N 08 31 00
ACCESS D00RS AND PANELS
PARTl GENERAL
l.01 SECT!ON!NCLUDES
A Wa∥access door and frame units.
B Schedule of addllonal doors to be provided beyond those shown on the Drawngs
l.02 RELATED REQUiREMENTS
A Seclion 09 21 16‐Gypsum Board AssembliesI Openings in palllons and dw"va∥ce∥ings
B Section 09 90 00-Painting and CoatingI Field paint inish
l.03 SuBMITTALS
A See SecJon 01 30 00‐Administralive Requirements,for submillal procedures
B Product Data: Provide sizes,types,inishes,hardware,scheduled!ocations,and details of
adldnhg work
C.Shop Drawings: lndicate exacl poslion of a∥access door unls
D.Manuracturers lnsta∥alon instruclons:indicate insta∥alon requirements
E Proled Recod Documenも :Recod actuJ bcalons of Jl access unns
PART 2 PRODuCTS
2.01 ACCESS D00R AND PANEL APPL!CAT10NS
A Wa∥s,unless othenvise lndicated:
l MalelaL Sleel
a Wa∥sin Wet Areasi Sleet hOt‐dipped zinc or zinc‐aluminum―alloy coated.
2 Size: 16x16 inches,uniess othewⅥse indicated
3 Standard duty,hinged doo「
4. Tool‐operaled spring o「cam lock;no handle
5 1n Gypsum Board: D甲 ″a∥bead frame Ⅵnth dOOr surace lush with wa∥surace
6 1n MasonryI Surace mOunled frame面 th door surace nush wth frame suttce
2.02 WALL AND CEILiNG UN:TS
A.ManuFacturersI
l. Access Panel Solutions,inc: ―accesspanelsoluJons com
2 Acudor Products lnc: ―acudor com
3 3abcock‐DavisI ―babcockdavls.cOm
4 Cendrex,lnc:―cendrex.oom
5 Karp Associates,lnc: ―karpinc.com
6 Milcor by cOmmercial Products Group Of Han&cOOley,inc:―m∥connc cOm
PROJECT N0 18‐172‐1197 083100‐1cOpynght 2016 by KLUBER,INCIA∥Rights Reserved
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 gage, 0.0598 inch, minimum,
3. Heavy Duty Frames: 14 gage, 0,0747 inch, minimum.
4. Single Thickness Steel Door Panels:0.070 inch, minimum.
5. SteelFinish: Primed.
6. Primed Finish: Polyester powder coat; manufacturer'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 correctly 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
PROJECT NO.18‐172‐1197 083100‐2cOpynght 2016 by KLUBER,!NC;A∥Rights Reserved
SECT!ON 08 31 00
ACCESS D00RS AND PANELS
sEcTtoN 09 05 61
COMMON WORK RESULTS FOR FLOORING PREPARATION
PART 1 GENERAL
1,01 SECTION INCLUDES
A. This section applies to all floors identilied in the conkact documents as to receive the following
types of floor coverings:
1. Thin-set ceramic tile and stone tile.
B. Preparaiion of new and existing concrete floor slabs for installation of floor coverings.
C. Testing of concrete floor slabs for moisture and alkalinity (pH).
D. Remediation of concrete floor slabs due to unsatisfactory moisture or alkalinity (pH) conditions.
1. Contractor shall perform all specified remediation of concrete floor slabs. lf such remediation is
indicated by testing agencys report and is due to a condition not under Contractor's control or
could not have been predicted by examination prior to entering into the conhact, a contract
modification will be issued.
E. Patching compound.
F. Remedial floor coatings.
1.02 REFERENCES
A. ASTM C'109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement
Mortars (Using 2-in. or (50-mm) Cube Specimens); 20'13.
B. ASTM C472 - Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and
Gypsum Concrete; 1999 (Reapproved 20'14).
C. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 201 1 .
D. ASTM F1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete
Subfloor Using Anhydrous Calcium Chloride; 201 1 .
E. ASTM F2170 - Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs
Using in situ Probes; 2011.
1.03 SUBMITTALS
A. Floor Covering and Adhesive Manufacturers' Product Literature: For each specific combination of
substrate, floor covering, and adhesive to be used; showing:
'1. Moisture and alkalinity (pH) limits and test methods.
2. Manufacturer's required bond/compatibility test procedure.
B. Testing Agency's Report:
'1. Description of areas tested; include floor plans and photographs if helpful.
2. Summary of conditions encountered.
3. Moisture and alkalinity (pH)test reports.
4. Copies of specified test methods.
5. Recommendations for remediation of unsatisfactory surfaces,
PROJECT N0. 18]t72-1197 09 05 61 - 1 SECTTON 09 05 61
Copynght 20'16 by KLUBER, lNC.; All Rights Reserved COMMON WoRK RESULTS FoR FLoORING PREPAMTIoN
6. Submit report 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 Contractor.
B. Testing Agency Qualifications: lndependent testing agency experienced in the types of testing
specilied,
1 . Submit evidence of experience consisting of at least 3 test reports of the type required, with
project Owneis 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 of testing at least 10 days prior to actual start.
3. Allow at least 4 business days on site for testing agency activities.
4. Achieve and maintain specified ambient conditions.
5. Notify ArchitecuEngineer when specilied 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
leasl4S hours prior to lesting, at not less than 65 degrees F or more than 85 degrees F.
B. Maintain relative humidity in spaces where concrete testing is being performed, and for at least 48
hours prior to testing, at not less than 40 percent and not more than 60 percent.
PART2 PRODUCTS
2,01 MATERIALS
A. Patching Compound: Floor covering manufacture/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 at 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; lowVOC. ln the absence of any recommendation from
flooring manufacturer, provide a product recommended by adhesive manufacturer as suilable for
substrate and floor covering and for conditions present.
C. Remedial Floor Coating: Single- or multi-layer coating or coatingioverlay 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 N0. 18-172-1197 09 05 61 - 2 SECTTON 09 05 61
Copyrighl2016 by KLUBER, lNC.;Ali Rights Reserved COI\4MoN WoRK RESULTS FOR FLooRING PREPARATIoN
'l . Thickness: As required for application and in accordance with manufacture/s installation
instruction.
2. lf testing agency recommends any particular products, use one of those.
PART 3 EXECUTION
3,01 CONCRETE SLAB PREPARATION
A. Perform following operations in the order indicated:
1. Preliminary cleaning.
2. Moisture vapor emission tests; 3 tests in the first 1000 square feet and one test in each
additional 1000 square feet, unless otherwise 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
ind icated.
5. Specified remediation, if required.
6. Patching, smoothing, and leveling, as required.
7. Other preparation specified.
8. Adhesive bond and compatibility test.
9- Protection.
B. Remediations:
'1. Active Water Leaks or Continuing Moisture Migration to Surface of Slab: Correct this condition
before doing any other remediation; re-test after conection.
2. Excessive Moisture Emission or Relative Humidity: lf an adhesive that is resistant 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; othemrise, 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 manufacturer'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 F1869 and as follows.
PRoJECT NO, 18-172-1197 09 05 61 - 3 SECTTON 09 05 61
Copyright 20'16 by KLUBER, lNC.; Atl Rights Reserved COMMON WORK RESULTS FOR FLOORING PREPAMTION
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 sufficiently.
E. ln the event that lest values exceed floor covering manufacture/s limits, perform remediation as
indicated. ln the absence of manufacturer limits, perform remediation iftest values exceed 3
pounds per 1000 square feet per 24 hours.
F. Report: Report the information required bythe test method.
3.04 INTERNAL RELATIVE HUMIDITY TESTING
A. Where the floor covering manufacture/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 F2'170 Procedure A and as follows.
D. Testing with eleckical 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 manufacture/s requirements conflict with either the referenced test
method or this specification, comply with the manufacture/s requirements.
B, The following procedure is the equivalent of that described in ASTM F710, repeated here for the
Contracto/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 cha to delermine alkalinity (pH)
reading.
E. ln the event that test values exceed floor covering manufacture/s limits, perform remediation as
indicated. ln lhe absence of manufacturer limits, perform remediation if alkalinity (pH) test value is
over 10.
3,06 PREPARATION
A. See individualfloor covering section(s) for additional requirements.
B, Comply with recommendations of testing agency.
PRoJECT NO. 18-172-1197 09 05 61 - 4 SECTTON 09 05 61
Copyright 20'16 by KLUBER, lNC.; All Rights Reserved COMiroN WoRK RESULTS FOR FLooRING PREPAMTIoN
C Comply wnh requirements and recommendations ofloor covenn9 manufacturer
D日 ∥and smooth suttce cracks,9rooves,depressbns,controllointS and other non―moⅥng loints,
and other rreguhnles輛 th patchng cOmpound
E Donoti∥expansion iolntS,iSOlalon iointS,OrOther moving loints
3.07 ADHESIVE BOND AND COMPAT:BIL!Tγ TEST:NG
A.Compv wnh requirements and recommendations ofloorcove∥ng manufacturer
3,08 APPL!CAT10N OF REMED:AL FL00R COATING
A Comply wkh requirements and recommendalons ofcoalng manufacturer
3.09 PROTECT:ON
A Cover prepared loors Ⅷth bu∥ding paper o「other durable covering`
END OF SECT:ON
PROJECT N0 18‐172-1197 090561‐5 sECT10N 09 05 61
Copylght 2016 by KLUBER,INCI A∥R ghts Reserved COMMON WORK RESULTS FOR FL00RINC PREPARAT10N
SECT:ON 09 21 16
GYPSUM BOARD ASSEMBL:ES
PART l GENERAL
l.01 SECT10N:NCLUDES
A Acouslc insulalon
B Gypsum wa∥board.
C 」ointtreatment and accesso日 es.
1.02 REFERENCE STANDARDS
A ANSIA108 11‐SystemDeleted‐AmeHcan Nalonal Standard for;nlenor lnsta∥alon of
Cementlious Backer Unnsi 2010(Revised)
B ANSIAl18 9-SyslemDeleled‐Amencan Nattonal Standard SpecincaJons fOr Test Methods and
Spec1lcalons for Cemenllous Backer unts;1999(Reafrrmed 2010)
C ASTM C4757C475M‐Standard Specincalon fOr」oint Compound and Joint Tape for Finish ng
Gypsum Boardi 2015.
D.ASTM C557-Standard Specnca10n for Adhesives for Faslenmg Gypsum Wa∥board to Wood
Framingi 2003(Reapproved 2009).
E ASTM C840‐Standard Specincalon fOr App∥cation and Finishing ofGypsum Boardi 2013
F ASTM C1002‐Standard SpecincatiOn for Steei Self‐Piercing Tapping Screws for App∥cation of
Gypsum Panel Products or Metal Plasler Bases lo Wood Studs or Sleel Studsi 2014
G ASTM C1047‐Standard Specinca10n for Accessones For Gypsum Wallboard and Gypsum
Venee「Base;2014a
H ASTM C1325‐SpecincaJOn fOr Non‐Asbestos FiberMat Reinforced Cemenl,ous Backer unlsi
2014.
l ASTM D3273‐Standard Tesl Method for Resistance to Growth of Moid on the Surace Ofinte面 o「
CoaJngs in an Environmenta!Chambe1 2012.
」 GA‐216‐App∥calon and F nishin9 of Gypsum Board;2013
1,03 SUBMiTTALS
A See SecJon 01 30 00‐Administralve Requ「ements,for submtttal procedures
B Shop DrawingsI lndicate special details associated with nreprOolng and acoustic seals
C Product Data:Provide data on metalframing,9ypsum bOard,accessones,and ioint nnも hing
system
D Product Data: Provide manufacturers data On partilon head to structure connectors,showing
comp∥ance面 th requirements
PRO」ECT N0 18‐172‐1197 092116‐1cOpynght 2016 by KLUBER,INCI A∥Rights Reserved
SECT10N 09 21 16
GYPSUM BOARD ASSEMBLIES
1.04 QUALIIYASSURANCE
A. lnstaller Qualiflcations: Company specializing in performing gypsum board application and
finishing, with minimum 5 yean 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 ofthe 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 03273.
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.custombuildingproducis.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 A'118.9, aggregated portland cement panels with glass fiber
mesh embedded in front and back surfaces, 1/2 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 linished appearance.
2. Special Shapes: ln addition to conventional cornerbead and controljoints, 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 liber tape for joints and comers, except as othenadse indicated.
2. Ready-mixed vinyl-based joint compound.
D. Screws for Attachment to Wood Members, and to Gypsum Board: ASTM C1002; self-piercing
tapping type; cadmium-plated for exterior locations.
E. Adhesive for Attachment to Wood: ASTM C557.
PROJECT N0 18‐172‐1197 092116‐2cOpynght 2016 by KLUBER,INCI A∥Rights Reserved
SECT10N 09 21 16
GYPSUM BOARD ASSEMBLIES
PART 3 EXECUTION
3.01 EXAMI,IATIoN
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 manufacture/s instructions.
1. Place two beads continuously on substrate before installation of perimeter framing members.
2. Place continuous bead at perimeter of each layer of gypsum board.
3. ln non-fire-rated construction, seal around all penetrations by conduit, pipe, ducts, rough-in
boxes, and other membrane penetrations of gypsum board.
3.03 BOARDINSTALLATION
A. Comply wrth ASTM C 840 and manufacturer'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 firm 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
A1 08.1 1 and manufacture/s instructions.
E. lnstallation on Metal Framing: Use screws for attachment of gypsum board except face layer of
non-rated double-layer assemblies, which may be installed by means of adhesive lamination.
3.04 INSTALLATION OF TRIM AND ACCESSORIES
A. Control Joints: 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. Corner Beads: lnstall at external 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 defined in ASTM C840, as follows:
1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otheruise indicated.
2. Level 3: Walls to receive tile finish.
3. Level 1: Wall areas above finished ceilings not exposed to view, whether or not accessible in
the completed construction.
B. Tape, lill, and sand exposed joints, edges, and corners to produce smooth surface ready to
receive finishes.
PRO」ECT N0 18‐172‐1197 092116‐3Copyright 2016 by KLUBER,INC IA∥R ghts Reserved
SECT10N 09 21 16
GYPSUM BOARD ASSEMBLIES
l Feathercoals ofloint cOmpound so that camberls maximum 1732 inch.
2 Taping,ll∥ng and sanding ls not required at base layer of double layer app∥catiOns
C F∥and inも h ioints and corners ofcemenllous bacmng bOard as recommended by manufacturer
3.06 TOLERANCES
A Maximum Va∥a∥on of Finished Gypsum Board Surace frOm True F!atness1 1/8 inch in 10 feetin
any direction
END OF SECT10N
PROJECT N0 18‐172‐1197 092116‐4cOpynght 2016 by KLUBER,INC IA∥Rights Reserved
SECT10N 09 21 16
GYPSUM BOARD ASSEMBLIES
SECT10N 09 30 00
T:LING
PART l CENERAL
l.01 SECT10N!NCLUDES
A T∥e lor loor app∥ca∥ons
B TIle lor wa∥app∥cations
C. Cemenut10us backer board as t∥e substrate.
D Ceramic accessones
E Ceramic tttm
F Non‐ceramic tnm
l.02 RELATED REQUIREMENTS
A. Sec∥on 09 21 16‐Gypsum Board Assemb∥es: lnsta∥ation of∥le backer board
l.03 REFERENCE STANDARDS
A ANSI A1081Al18/A136.1‐Amencan Nalonal Standard Specinca10ns forthe lnsta∥alon of
Ceramic Tlle(Compendium)2013.1.
B ANSIA103.la‐AmeHcan Nattonal Standard Specinca∥ons fOr lnsta∥alon of Ceramic T∥e in the
VVel‐Set Method,wth Portiand Cement Mona1 2014
C ANSIA108 1b―AmeHcan NaJonal Standard Specinca10ns forlnsta∥alon of Ceramic T∥eon a
Cured Ponland cement Mortar Seting Bed、哺th Dry_set or Latex‐Ponland cement Motta町 1999
(Reafrmed 201Q
D ANSIA108 1c‐SpecllcaJons for Contraclors Option:lnsta∥aJon of Ceramic T∥e m the wetSet
Method wnh PO威 land Cement Monar Orlnsta∥auon of ceramic T∥e on a Cured Poniand cement
MOnar Bed wtth Dry‐Set or Latex‐Polland Cement 1999(Reafrmed 2010).
E ANSIA108 4‐Ame"can Na“onal Standard Specinca10ns for lnsta∥auon of ceramic T∥e wnh
Organt Adhesives or Waler CleanaЫ e Ti僣 ‐Se価 ng EpOxy Adhes市 e;2009(Reused)
F.ANSIA108 5‐Ame"can National Standard Specincalons fOrinsta∥alon of Ceramic T∥e wnh
Dry_set Portiand Cement Monar Or Latex‐Ponland cement Mottal 1999(Reafrrmed 2010)
G ANSIA108 6‐AmeHcan Nalonal Standard Specilcations forlnsta∥alon of Ceramic T∥e面 th
Chemた J Re●stant,Water Cttanab俗 ■le‐Semng and_Groulng Epoxy 1999(Reammed 2010).
H.ANSI A108 8‐AmeHcan Natonal Standard Speciflcalons forlnsta∥ation of Ceramic T∥e wth
Chemical Redstant Furan Resin Moiar and GЮ ut 1999(Reafrrlned 2010)
I ANSIA108 9‐Ame面 can NaJonal Standard Specinca∥Ons for lnsta∥aJon of Ceramic T∥e with
Modined EpOxy Emuision MortarlGrout 1999(Reafrrrned 2010)
」. ANSI A108 10‐AmeHcan NaOonal Standard Specinca10ns forinsta∥a∥on of Grout n T∥eworki
1999(Reamrmed 2010)
PRO」ECT N0 18-172‐1197 093000‐1Copyttght 2016 by KLUBER,INC iA∥Rights Reserved
SECT10N 09 30 00
TILING
K. ANSI A108.11 -American National Standard Specifications for lnterior lnstallation of Cementitious
Backer Units; 2010 (Reafiirmed 2016).
L. ANSI A108.11-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 2010),
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. ANSI A1'18.4 - American National Standard Specifications for Modified Dry-Set Cement Mortar;
2012 (Revised).
0. ANSI A118.7 - American National Standard Specifications for High Performance Cement Grouts
for Tile lnstallation; 2010 (Revised).
R. ANSI A1 18.9 - American National 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. ANSI A137.1 - American National Standard Specifications for Ceramic Tile; 2013.1.
U. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 20'11.
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.
1,04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting wo* of this
section; require aftendance by all afiected installers.
1.05 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submiftal procedures.
B, Product Data: Provide manufaclurers' data sheets on tile, mortar, grout, and accessories. lnclude
instructions for using grouts and adhesives.
C. Shop Drawings: lndicate tile layout, paftems, color anangement, 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.
PROJECT N0 18 172‐1197 093000‐2cOpynght 2016 by KLUBER,INC IA∥R19hts Reserved
SECT10N 09 30 00
TILING
E. Samples for Verification: Mount selected tile and apply grout on two plywood panels, minimum '18
x l8 inches in size illustrating pattern, color variations, and grout joint size variations.
F. Manufactureds 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: Furnish the following for Owner'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 QUALITYASSURANCE
A. Maintain one copy of and ANSI A108/A118/A136.1 and TCNA (HB) on site,
B. Manufacturer Qualilications: Company specializing in manufacturing the lypes 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 lemperature of 50 degrees F during installation of mortar
materials.
PART 2 PRODUCTS
2.01 T|LE
A. Manufacturers:
1. American 0lean Corporation: www.americanolean.com.
2. Substitutions: Not permifted.
B. Glazed Wall Tile : ANSI A137.1; match existing.
C. Porcelain Floor Tile : ANSI A137.1; match existing floor tile.
2.02 TRIM AND ACCESSORIES
A. Ceramic Accessories: Glazed finish, same color and finish as adjacent lield 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 A∥Rights Reserved
SECT10N 09 30 00
TILING
a. Schluter-Systems: www.schluter.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 Requkements.
2.05 MORTAR MATERIALS
A. Manufaclurers:
1. Bostik lnc: www.bostik-us.com.
2. Substitutions: See Seclion 0'l 6000 - Product Requirements.
B. Mortar Bond Coat Materials:
2.06 GROUTS
A. Manufacturers:
1 . Bostik lnc: www.bostik-us.com.
2. Substitutions: Not permitted.
B. Polyner Modified Grout: ANSI A1'18.7 polymer modified cement grout.
1. Applications: Use this type of grout for wall tile applications.
2. Use sanded grout forioints 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 A118.3chemical resistant and water-cleanable epoxy grout.
1 . Applications: Use this type of grout for foor 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 Funclion: Allowfor separalion 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 selfleveling underlaymenl.
PRO」ECT N0 18‐172‐1197 o93000-4
Copyttght 2016 by KLUBER,INCI A∥R19hts Reserved
SECT10N 09 30 00
TILING
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
sefting 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 3 lb per 1000 sq ft per 24 hours, test in accordance
with ASTM F1869.
2. Alkalinity (pH): Verify pH range of 5to 9, test in accordance with ASTM F710.
E. Verify that required floor-mounted utilities are in correct location.
3.02 PREPARATION
A, Protect sunounding work from damage.
B, Vacuum clean surfaces and damp clean.
C. Seal substrate surface cracks with liller. Level existing substrate surfaces to acceptable flatness
tolerances.
D. lnstall backer board in accordance with ANSI A108.'11 and board manufactureds instruclions.
Tape joints and corners, cover with skim coat of setting material to a feather edge.
3.03 INSTALLATION.GENEML
A. lnstalltile and groutin accordance with applicable requirements ofANSI A108.1a thru A108.13,
manufacture/s instructions, and TCNA (HB) recommendations.
B. Lay tile to pattern indicated. Do not interrupt tile pattern lhrough 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, subiect 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 setting. Replace hollow sounding units.
PROJECT N0 18‐172-1197 o93000‐5CopyHght 2016 by KLUBER,INCI A∥Rlghts Reserved
SECT10N 09 30 00
T LING
H Keep cOntro1lointS free of adhesive or grout Apply sealantto loints
l PHorto groulng,a∥ow insta∥ajon lo completely curei mlnlmum of 48 hours
」GЮ ut∥Ю
"hお
Use gandad gЮ utunに ss othe面 se ndtabd
K Appw sealanttolunCiOn Ofile and dも Ыm∥ar matenals and iunc10n Ofdbsim∥ar planes
3.04 1NSTALLAT10N‐FL00RS・ TH!N・ SET METHODS
3,05 1NSTALLAT10N・ SHOWER FL00RS AND WALLS
A At∥led shower loors insta∥in accordance w th TCNA(HB)MethOd B415,morta「bed loor,and
W244,thin―set over cementitious baclく er unit wa∥sB Groutloors with epoxy grout as specined abOve Grout wa∥s with polymer modined grOut as
speclned abOve
3.06 CLEAN!NG
A Clean ile and groutsuraces
3.07 PROTECT10N
A. Do not permittrafrc Over flnished loor surace fOr 4 days aterinsta∥aOon
END OF SECT:ON
PRO」ECT N0 18‐172‐1197 o93000‐6copynght 2016 by KLUBER,INCI A∥Rights Reserved
SECT10N 09 30 00
TILING
sEcTroN 09 90 00
PAINTING AND COATING
PART 1 GENEML
1.01 SECTION INCLUDES
A. Surface preparation.
B. Field application of painls and other coatings,
C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully faclory-finished and
unless otherwise indicated, including the following:
1. lVlechanical and Electrical:
a. ln all areas, paint all insulated and exposed pipes, conduit, boxes, insulated and exposed
ducts, hangers, brackets, collars and suppo(s, 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
of flat black paint to visible surfaces.
D. Do Not Paint or Finish the Following ltems:
1 . 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 D'16 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; cunent edition.
B. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications; 2014.
1.04 SUBMITTALS
A. See Section 0'1 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:
PROJECT N0 18‐172‐1197 099000‐1cOpynght 2016 by KLUBER,INCIA∥Rights Reserved
SECT10N 09 90 00
PAINTING AND COATING
1. lVanufactute/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+eference 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 1 1 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 of painted and coated surfaces.
1,05 OUALITY ASSURANCE
A. Single Source Responsibility: Provide primer, undercoater and finish 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 specified, wiih
minimum three years documented experience.
C. Applicator Qualiflcations: 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 al Project Site a copy of Material Safety Data Sheets for each product used.
1.06 DELIVERY, STOMGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.
B. Container Label: lnclude manufactureds name, type of paint, brand name, lot number, brand
code, coverage, surface preparation, drying time, cleanup requirements, color designation, and
instructions for mixing and reducing.
C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of g0
degrees F, in ventilated area, and as required by manufacture/s instructions.
PRO」ECT N0 18‐172‐1197 099000‐2Copy面 gh1 2016 by KLUBER,INCI A∥R ghts Reserved
SECT10N 09 90 00
PAINTING AND COATING
I.()7 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 substrates, 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 manufacturer's instructions.
E. Provide lighting level of 80 ft candles measured mid-height at substrate surface.
PART2 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. Shenrvin-Williams Company: www.sheruin-williams.com.
C. Substitutions: Not permitted.
2.02 PAINTS AND COATINGS. GENEML
A. Paints and Coatings: Ready mixed, unless intended lo be a field-catalyzed coating.
1. Provide paints and coatings of a soft pasle 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 lnstitutional Low 0dor/VOC Primer Sealer; MPI #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 Organic 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: Testing and calculation in accordance with 40 CFR 59,
Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at
project site; or other melhod acceptable to authorities having jurisdiction.
PROJECT NO. 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 specified, 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, 1 14.
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 level 4; 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 Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding
materials, and clean-up malerials required lo achieve the finishes specified whether specifically
indicated or not; commercial quality.
B. Patching Material: Latex filler.
C, Fastener Head Cover Material: Latex filler.
PART 3 EXECUTION
3.01 EXAI'INATION
A. Do not begin application of coatings until substrates have been properly prepared.
B. Verify that surfaces are ready to receive work as inshucted 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 anolher 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.
PRO」ECT N0 18‐172‐1197 o99o oO‐4cOpynght 2016 by KLUBER,INCt A∥R19hts Reserved
SECT10N 09 90 00
PAINTINC AND COATING
3.02 PREPARATION
A. Clean surfaces thoroughly and conect 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. Seal surfaces that might cause bleed through or staining of topcoat.
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. Conoded 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 similady 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 unfinished louvers, grilles, covem, 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 finish 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 specified, apply as many
coats as necessary for complete hide.
G. Sand wood and metal surfaces lightly between coats to achieve required linish.
PRO」ECT N0 18‐1721197 099000‐5cOpyngh1 2016 by KLUBER,lNC IA∥R19hts Reserved
SECT10N 09 90 00
PAINTING AND COATING
H,Vacuum dean suttces of bose pamcね s.Use tack doth to Юmove dust and pa面 desttd p∥or to
applying next coat,
|. Reinstall elect∥cal cover plates,hardware,∥ght lxture tnm,escutcheons,and l杖 ings removed
p∥orto lnlshing.
3,04 CLEAN!NG
A. Co∥ect waste materialthat could constitute a flre hazaミ 、place in closed metal containers,and
remove da∥y from sle.
3.05 PROTECT10N
A.Protect inthed coaungs un∥|∞mpに lon of proiect・
END OF SECT10N
PROJECT NO,18‐172‐1197 099000‐6Copy∥ght2016 by KLUBER,lNC.:A∥Rights ReseⅣed
SECT10N 09 90 00
PAINTING AND COATING
SECT10N 10 28 00
TOILET,BATH,AND LAUNDRY ACCESSOR:ES
PART l GENERAL
l.01 SECT:ON INCLUDES
A Accessones fOrtOilel rooms and showers
B.3atery operated papertowel dispensers.
C Crab bars
l.02 RELATED REQU:REMENTS
A Sec∥on 09 30 00-T∥ngi ceramic washroom accessoles.
1.03 REFERENCE STANDARDS
A ASTM A123/A123M‐Standard SpecncauOn for Zinc(Hot‐Dip Galvanized)COalngs on lron and
Steel Products;2015
B ASTM A269/A269M‐Standard Specinca10n fOr Seam:ess aRd Welded Austenllc Stainiess Steel
Tubing for General Servicei 2015
C ASTM A6531A653M‐Slandard Specnca10n for Steel Sheet,Zinc‐Coated(Galvanized)。「
ZincJron A∥oy_cOated(Galvannealed)by the HOtDip Processi 2015
D ASTM A666‐Standard Specinca10n for Annealed or Cold‐Worked Austennic Stainless Steel
Sheet,St∥pI Piate,and Flat Ba町 2015
E ASTM B456‐Standard SpecincatiOn for E!ectrodeposlled CoaJngs of COpper Plus Nickel Plus
Chromium and Nickel Plus Chromium;2011
F ASTM C1036‐Standard SpecincatiOn for Flat Glassi 201 1.
G ASTM C1048‐Standard Specinca10n for Heat―Strengthened and Fu∥y Tempered Flat Glassi
2012.
1.04 ADM:NISTRATiVE REQU!REMENTS
A Coordinate the work with the placement ofintemal wa∥reinforcement,concealed cei∥ng suppOrts,
and reinforcement oflo∥et pantions 10 receive anchor atachments
l.05 SuBM:TTALS
A See SecJon 01 30 00‐Administra∥ve Requrements,for submital procedures.
B Producl Datai Submit data on accesso「ies describing size,lnish,deta∥s of funclion,and
atachment methods
C Manufaclurers lnsla∥alon instrucJons:lndicale special procedures and condlions requ「ing
special atention
PRO」ECT N0 18‐172-1197 1o2800‐1copynght 2016 by KLUBER,INCI A∥Rights Reserved
SECT10N 10 28 00
TOILET,BATH,AND LAUNDRY ACCESSORIES
PART 2 PRODuCTS
2.01 MANUFACTURERS
A Producls∥sted on the Dra面 ngs are made by Amencan specia∥les Corp i
―americanspecia∥ues cOm.
3 01her Acceptable Manufacturers:
l Bradley Corporation:―bradleycorp.com
2 Bobnck washroom Equlpment lnC.: ―.bObnck cOm
3.SubsttulonsI Section 01 60 00‐Product Requiremenls
C A∥lems to be made bythe same manufacturer
2.02 MATER:ALS
A. Accessories‐GeneraL Shop assembled,free of dents and scralches and packaged complete
Ⅷth anchors and ittings,steel anchor plates,adapters,and anchor components forinsta∥ation
l.G"nd we∥ed iohtS Smooth
2 Fabttcate units made of metalsheet of seamless sheets,with nat suraces.
B Keys:Provide 2 keys for each accessory lo Ownett master key a∥lockable accessones.
C Stainless Steel Sheet ASTM A666,Type 304.
D Stainless Steel Tubing:ASTM A269,Type 304 or 316
E Galvanized Sheet Steel Hol‐dipped galvanized steel sheet,ASTM A653/A653M,v輌 th G90/Z275
ooating.
F Mi「or G!assi Tempered safety giass,ASTM C1048;and ASTM C1036 Type L Class l,Qua∥ty
Q2,wlh s∥venng as required.
G Adhesive:Two cOmponent epoxytype,waterproof
H Fasteners,Screws,and BollsI Hot dip galvanized,tamperproof,secu∥ty type
L Expansion Shields:Fiber,lead,orrubber as recommended by accessory manufacturer for
component and substrale
2.03 F:N:SHES
A Stainless SteeL No 4 saln brushed inish,unless othemise noted
B,Chromeノ Nickel P:aung:ASTM B456,SC 2,saun inish,unless othe剛 lse noled
C Baked EnameL Pretreatto clean condition,apply one coat primer and mlnimum mocOats epoxy
baked enamel
D GalvanizingforttemsOtherthanSheet ComplywithASTMA1231A123Migalvanizeferrousmetal
and faslening devlces
E Shop Primed Ferous Metalsi Pretreat and clean,spray apply one coat plmer and bake
F Back paint components where contaclis made with bu∥ding nnishes to prevent eleclrolysis.
PRO」ECT N0 18‐172‐1197 1o2800‐2Copyrght 2016 by KLUBER,INCI A∥R ghts Reserved
SECT!ON 10 28 00
TOILET,BATH,AND LAUNDRY ACCESSORIES
PART 3 EXECUT!ON
3.01 EXAMiNAT!ON
A Ven″exisung cOndl10ns before statting work
B Ven"exactlocaJon of accesso"es forinstallaOon
C Ve∥″that neld measurements are as indicated on drawlngs
3.02 PREPARAT:ON
A Del市 erinsels and rough」n frames to site for∥mely insta∥alon
B Provde lemplates and rough4n measurements as required.
3.03 !NSTALLAT!ON
A.insta∥accessones in accordance wth manufacturerゞ instruclions
B insta∥plumb and levet Securely and∥9idly anchored lo substrale
C.Mounlng He19hts:As requlred by acceslb∥ily regulalons,unless otherwise indicaled.
1. Grab Bars:As indicated on the dra面 ngs.
D Mounting Heights and Locations: As required by accessib∥ity regulations and as indicated on
drawings
3.04 PROTECT:ON
A.Prolect insta∥ed accessones frOm damage due to subsequent construclon operalons
3.05 SCHEDULE
A, Referto draⅥJngs for scheduie ofto∥et accessorles.
END OF SECT10N
PRO」ECT N0 18‐172‐1197 102800‐3cOpynght 2016 by KLUBER,INCI A∥R ghts Reserved
SECT10N 10 28 00
TOILET,BATH.AND LAUNDRY ACCESSORIES
SECT10N 21 05 00
COMMON WORK RESULTS FOR FiRE SUPPRESSiON
PART l GENERAL
l.01 SECT:ON!NCLUDES
A.Pipe,ltings,sleeves,esculcheons,seals,and conneclons for sp"nkler systems
l.02 REFERENCE STANDARDS
A ASME B161‐Gray lron Pipe Flanges and Flanged Fliingsi Classes 25,125,and 250:2010
B ASME B163-Ma∥eable lron Threaded Fitingsi Classes 150 and 300i 2011
C ASME B16.4‐Gray lron Threaded Fitingsi Classes 125 and 250:2011
D.ASME B16 5-Pipe Flanges and Flanged Fitings NPS 172 Through NPS 24 Metricllnch Standardi
2013
E ASTM A47/A47M‐Standard SpecncalOn for Fernlc Ma∥eable lron Casungs;1999(Reapproved
2014)
F NFPA13‐Standard forthe insla∥a∥on of Sp∥nkler Systems;2016
1.03 QUAL:TY ASSuRANCE
A Manufacturer Qua“nca00nsi company specia∥zing in manufactu"ng the Products specined in this
section ⅥJth minimum three years documenled experence
l.04 DEL:VERY,STORAGE,AND HANDL:NG
A.De∥ver and store valves h shipping containers,輛 th iabe∥ng in place.
B Provide temporary protec∥ve coaing on castiron and steel va!ves
C Provide lemporary end caps and closures on piping and ntings Maintain in place unl:insta∥alon
PART 2 PRODuCTS
2.01 FiRE PROTECT10N SYSTEMS
A Sp∥nkler Systemsi Conform lo NFPA 13
B VVelding Matenals and ProceduresI Conform to ASME BPVC‐IX
2.02 ABOVE CROUND P:PING
A Steel Pipe: Schedule 40,black.
l Steel Fltings: ASME B16.5,stee1 langes and ntungs
2 Castiron Fitings:ASME B161,langes and nanged llings and ASME B16 4,threaded
flttings
3 Ma∥eable lron Fitings:ASME B16.3,threaded itings and ASTM A471A47M
4.Mechanical Grooved Coup∥ngsI Maneable iron housing clamps lo engage and lock,・ C・
shaped elastomeric sea∥ng gasket,steel bolts,nutsl and washersi galvanized for galvanized
plpe
PRO」ECT N0 48‐172‐1197 210500‐l sECT10N 21 05 00
cOpyngh12016 by KLUBER,INCI AI R ghts Reserved COMMON VVORK 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 buns. Bevel plain end fenous 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
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 1-1l2 inch minimum vertical adjustment. Design hangers for pipe movement
withoul 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
Copyright 2016 by KLUBER,INCiA∥R ghts Reserved COMMON VVORK RESULTS FOR FIRE SUPPRESS10N
SECT!ON 21 13 00
FIRE SuPPRESSiON SPR!NKLERS
PARTl GENERAL
l.01 SECT10N INCLUDES
A VVet‐pipe sp∥nkler system
B.Syslem design,insta∥alon,and cetincatiOn
l.02 RELATED REQUIREMENTS
A Seclon 21 05 00‐COMMON WORK RESULTS FOR FIRE SUPPRESS10N:Pipe,ltings,and
valves
l.03 REFERENCE STANDARDS
A FM Approval Guidei Factory Mutual Globali current ed∥on.
B NFPA13‐Standard forthe lnsta∥auon Of sp"nkler Syslems;2016
C UL(DIR)―On∥ne ce■lnca10ns Direcloryi current∥slngs at database uLcom
l.04 QUAL:TY ASSURANCE
A Confonlnlo UL(DIRl requirements
B Manufacturer Oua:nca∥Ons:Company specialiJng in manufactu∥ng the Products specfled h thb
secJon■lth minimum three years documenled expe"ence
C lnsta∥er Qua∥nca10nsi Company specia∥zing in perorming the work ofthis seclon Ⅵ
"th minimum3 years expe面 ence approved by manufacturer.
D Equipment and ComponenlsI ProMde products that bear UL(DiR)label。「marttng
l.05 DEL:VERY,STORACE,AND HANDLiNG
A.Store products in ship口 ng containers and maintain in place unllinsta∥auon PrOvde lemporary
inlet and outlet caps. Maintain caps in place unt∥insta∥ation
PART 2 PRODUCTS
2.01 SPR:NKLER SYSTEM
A.Splnkler Syslem:ProMde coverage for bu∥ding areas noted
B.Slorage Cabinet for Spare Sp"n∥ers and TooisI Steel,localon as directed by owner
2.02 SPR!NKLERS
A. Suspended Ceinng Typel Recessed pendanttype Ⅷth matching push on escutcheon plate
l Response Type: Quick
2 Coverage TypeI Standard.
3.Finishi Chrome Plaled
4 Fusible Link:Glass bulb lype lemperature rated for specnc area hazard
PROJECT N0 18‐172‐1197 211300‐1Copy綺 ght 2016 by KLUBER,,NCI A∥R19hts Reserved
SECT10N 21 13 00
FIRE SUPPRESSiON SPRINKLERS
2.03 STA:NLESS STEEL FLEXiBLE DROPS
A Manufacturers:
l Aqua Flex
2 Victau∥c Company
B ln∥eu of"9∥plpe ottets or return bends Braded lype 304 stainless stee1 lexlble tube面 th male
threaded pipe nipple for connection to branch∥ne piping,and a zinc plated steelreducer wlth a
1/2・ o「314'NPT female thead for connection lo a splnkler head The hoses sha∥be
Factory pressure lested to 400 pl
C Flexible drop sha∥attach to the cei"ng grid with open gate bracket and can be insta∥ed、ハ
"thout theuse of speciallools
D The bralded drop sha∥be FM approved forsp∥nkler services to 200 psi
PART 3 EXECuT!ON
3.01 :NSTALLAT10N
A lnsta∥in accordance輌 th referenced NFPA design and insta∥alon standard.
B lnsta∥equipmentin accordance輛 th manufacturers instruc1lons
C Place pipe runs to minimize obstruclon to other work.
D. P:ace piping in concealed spaces above nnished cei∥ngs
3,02 :NTERFACE WiTH OTHER PRODuCTS
A Ensure required devlces are installed and connecled as required to nre alarm syslem
3.03 SCHEDULES
A Syslem Hazard Areas:
1 0f「cesI Light Hazard.
2 0ther Areas: ln accordance Ⅵ
"th NFPA 13END OF SECT!ON
PRO」ECT N0 18‐172‐1197 211300‐2Copyrigh1 2016 by KLUBER,lNC IA∥R ghts Reserved
SECT10N 21 13 00
FIRE SUPPRESS10N SPRINKLERS
SECT10N 22 05 53
1DENTIFICAT10N FOR PLUMBINC PIPING AND EQUIPMENT
PART l GENERAL
l,01 SECT10N:NCLUDES
A,Pipe markers.
1.02 REFERENCE STANDARDS
A・ ASME A13.1‐Scheme forthe ldenlncalon Of Piping Systemsitthe Ame∥can Society of
Mechantal Engheersi 2007(ANSI/ASME A13.1).
PART 2 PRODUCTS
2.01 1DENT:FiCAT10N APPL!CAT10NS
A,Plplng:Pipe markers.
2.02 PIPE MARKERS
A,Manufacturers:
1. Kolbi Pipe Marker Co,,
2, Seton ldentiflcatlon PЮ ducts.
3,B∥merlndust∥es.
4,Crattmark ldent面 calon Systems.
B,Comply wlth ASME A13.1.
C.Plaslc Pipe Markersi Factory fab百 cated,lexible,sem卜 ngid plaslc,prefomed to lt around pipe
or plpe covenngi minimum informalon indlca∥ng low direclon arrow and identincalon OfЛ uid
be:ng conveyed.
D. Plaslic Tape Pipe Markers: Flexible,viny1 11m tape with pressure sensitive adhesive backing and
p∥nted markings,
PART 3 EXECUT10N
3.01 PREPARAT10N
A, Degrease and clean suraces to receive adhesive forldenlincatiOn materials.
3.02 1NSTALLAT10N
A・ lnstall plas∥c pipe markers in accordance with manufacturers instruclons.
B.lnsta∥plaslc tape pipe markers complete around pipe ln accordance with manufacturers
instructions.
C. ∪se tags on piping 3′4 inch diameter and sma∥er・
D.ldenti″pipe markers indicalng service,low direc∥on,and pressure.
E. lnsta∥pipe markers ln clear view and angn wlth axis of piping.
PROJECT NO.18‐172‐1197 220553‐l SECT10N 22 05 53
cOpynght2016 by KLUBER,INCiA∥Rlghts Reserved lDENTIF!CAT10N FOR PL∪MBING PiPING AND EQU:PMENT
F Location of pipe ldentincatiOn notlo exceed 20 feet on straight runs including risers and drops,
attaCenttO each vJve and Tee,at each Ыde of penetralon of struclure or endosure,and at each
obstructlon
END OF SECT!ON
PRO」ECT N0 18‐172‐1197 220553・ 2 SECT10N 22 05 53
cOpynght 2016 by KLUBER,INCI A∥Rights Reserved lDENTIFICAT10N FOR PLUMBING PIPING AND EQUIPMENT
SECT10N 22 07 19
PLUMB!NG P:PING!NSULAT:ON
PART l GENERAL
l.01 SECT!ON INCLUDES
A Piping insula∥on
B. Jackets and accessories
l.02 RELATED REQUiREMENTS
A Section 07 84 00‐Firestopping ,
B Section 22 10 05‐Plumbing PipingI PIacement of hangers and hangerinsens
l.03 REFERENCE STANDARDS
A ASTM C177‐Standard Test Method for Steady‐State Heat Flux Measurements and Thermal
TransmisЫ on Propenies by Means ofthe Cuarled‐HOt‐Plate Apparatusi 2013
B ASTM C547‐Standard Specinca10n for Mineral Fiber Pipe lnsula∥oni 2015.
C,ASTM E84‐Standard Test Method for Surace Buming Charactenslcs Of Bu∥ding Malenals;
2015a
D ASTM E96/E96M―Standard Test Methods for Water Vapo「Transmisslon of Mate"alsi 2014
E.UL 723‐Standard for Testfor Surace Buming Charactelstics of Bu∥ding Mate面 aに i Curent
Edtion,lncluding A∥Revisions,
1.04 QUAL:TY ASSURANCE
A App∥cator QualincaJOnsI Company specia∥zing in pettDrming the type of work specined in thls
secuOn wlh minimum three years of expe∥ence
B Comply wth the Midwestlnsula∥on Contraclors Associa∥on lNauona!cOmmercial and lndustnal
lnsulation Standards・.1,05 DELiVERY,STORAGE,AND HANDLING
A Accept matettals on site,labeled with manulacturers ldentifcation,product density,and thickness
l.06 F:ELD COND!T!ONS
A.Maintain ambient condllons required by manufacturers of each producl
B Maintain temperature before,du"ng,and aterinsta∥alon for minimum of 24 hours
PART 2 PRODuCTS
2.01 REGULATORY REQU:REMENTS
A Surace Burning Characle"slcs: Flame spread index/Smoke developed index of 25750,maximum,
when tested in accordance with ASTM E84 or UL 723.
PRO」ECT N0 18‐172‐1197 220719‐1Copy∥ght 2016 by KLUBER,INCI A∥Rights 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. Orrrcns Coming Corp.
B, lnsulation: ASTM C547 and ASTM C795; semi-rigid, noncombustible, end grain adhered to jacket.
1.'K' Value: ASTMC'177, 0,24at75degrees F.
2. Maximum Service Temperature: 650 degrees F.
3. Maximum Moisture Absorption: 0.2 percent byvolume.
C. Vapor Barrier Jacket: White Kraft paper with glass fiber yarn, bonded to aluminized film; moisture
vapor transmission when tested in accordance wilh ASTM E96/E96M of 0.02 permJnches.
D. Vapor Banier Lap Adhesive: Compatible with insulation.
2.03 LAVATORY PIPE INSULATION
A, Irianufacturer:
1. Plumberex.
2. Brocar.
3. Truebro.
B. lnsulation: Fully molded closed cell vinyl, fit to lavatory P{rap, tailpiece and angle valve stop
assemblies. Vinyl shall be antimicrobial with 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: l50degrees 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 lVastic: 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 wth manufacture/s instructions.
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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 fiftings, 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 National Commercial 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.
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1)Thた kness W16 mch
END OF SECT!ON
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PLUMBINC PIPING INSULAT10N
sEcTtoN 22 10 05
PLUMBING PIPING
PART 1 GENEML
1.01 SECTION INCLUDES
A. Pipe, pipe fittings, valves, and connections for piping systems.
1 . Sanitary serrer.
2. Domestic water.
3. Flanges, unions, and couplings.
4. Pipe hangers and supports.
1.02 RELATEDREQUIREMENTS
A. Section 07 84 00 - Firestopping.
B. Section 22 05 53 - ldentiJication for Plumbing Piping and Equipment.
C, Section 22 07'19 - Plumbing Piping lnsulation.
1.03 REFERENCESTANDARDS
A. ASME 816.1 8 - Cast Copper Alloy Solder Joint Pressure Fittings; 20'12.
B. ASME B16.22 - Wrought Copper and Copper Alloy Solder-Joint Pressure Fittings; 201 3.
C, ASTM A74 - Standad Specification for Cast lron Soil Pipe and Fittings; 2015.
D. ASTM 832 - Standard Specification for Solder Metal; 2008 (Reapproved 2014).
E. ASTM 888 - Standard Specification for Seamless Copper Water Tube; 2014.
F. ASTM 8813 - Standard Specification for Liquid and Paste Fluxes for Soldering of Copper and
Copper Alloy Tube; 2010.
G. ASTM 8828 - Standard Practice for Making Capillary Joints by Soldering of Copper and Copper
Alloy Tube and Fittings; 2002 (Reapproved 2010).
H. ASTM C564 - Standard Specification for Rubber Gaskets for Cast lron Soil Pipe and Fittings;
2014.
l. ASTM D2564 - Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic
Piping Systems; 2012.
J. ASTM D2665 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and
Vent Pipe and Fittings; 2014.
K. ASTM D2855 - Standard Practice for Making Solvent-Cemented Joints with Poly(Vinyl Chloride)
(PVC) Pipe and Fittings; 1996 (Reapproved 2010).
L. AWWA C651 - Disinfecting Water Mains; 2005.
M. CISPI 301 - Standard Specification for Hubless Cast kon Soil Pipe and Fiftings for Sanitary and
Storm Drain, Waste and Vent Piping Applications; 2009.
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N. CISPI 310 - Specification for Coupling for Use in Connection with Hubless Cast lron Soil Pipe and
Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications; 20'11.
0. MSS SP-58 - Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application,
and Installation; 2009.
P. MSS SP-80 - Bronze Gate, Globe, Angle and Check Valves; 20'13.
Q. MSS SP-1'10 - Ball Valves Threaded, Sockelwelding, Solder Joint, Grooved and Flared Ends;
2010.
R. NSF 61 - Drinking Water System Components - Health Effects; 2014 (Enata 2015).
S. NSF 372 - Drinking Water System Componenls - Lead Content; 2011.
T. Safe Drinking Water Act, Section 14'17 - Lead Free: Refers to the wefted surface ofpipe, fittings
and fixtures in potable water systems that have a weighted average lead content <= 0.25%,
Amended January 4,2011.
1.04 OUALITYASSUMNCE
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 Wth NSF 61 and NSF 372 for maximum lead content; label pipe and fittings.
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 hon Pipe: CISPI 301, hubless.
1. Fittlngs: Cast iron.
2. Joints: CISPI 310, neoprene gasket and stainless steel clamp and shield assemblies.
C. PVC Pipe: ASTM D2665 oTASTM D3034.
1. Fittings: PVC.
2. Joints: Solvent welded, with ASTM D2564 solvent cement.
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2,03 DOMESTIC WATER PIPING, ABOVE GMDE
A. Copper Tube: ASTM 888 (ASTM B88M), Type L (B), Drawn (H).
1. Fiftings: ASME 816.18, cast copper alloyorASME 816.22, wrought copperand bronze.
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 fitting 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-on 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 HANGERSAND 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 hangerc attached to structure or lo trapeze hangers.
3. Trapeze Hangers: Welded steel channel frames attached to structure.
4. Vertical Pipe Suppo(: Steel riser clamp.
B. Plumbing Piping - Drain, Waste, and Vent:
'1. Hangers for Pipe Sizes '112 lnch to 1-112 lnches: Malleable iron, adjustable swivel, split ring.
2. Hangers for Pipe Sizes 2 lnches 6nd Over: Carbon steel, adjustable, clevis.
3. Wall Support for Pipe Sizes to 3lnches: Cast iron hook.
4. Wall Support for Pipe Sizes4lnches 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.
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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:
1 . Griswold Controls.
2. ITT Bell & Gossett.
3. Taco, lnc.
4. Armskong.
B. Construction: Class 125, Lead free, brass or bronze body with union on inlet , temperature and
pressure test plug on inlet .
2.08 SWING 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) flow, PFTE or TFE swing disc with
rubber seat, solder ends.
PART3 EXECUTION
3.01 PREPARATION
A. Ream pipe and tube ends. Remove buns.
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{onducting dielectric connections wherever jointing dissimilar metals.
C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls.
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D. lnstall piping to maintain headroom, conserye space, and not interfere with use of space.
E, Group piping whenever practical at common elevations.
F. Prepare exposed, unlinished 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 8813; in potable water systems use flux also complying with NSF
61 and NSF 372.
H. PVC Pipe: Make solvenlwelded joints in accordance with ASTM D2855.
l. Sleeve pipes passing through partitions, walls and floors.
J. Pipe Hangers and Supports:
1. Support 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 ofeach horizontal elbow,
4. Use hangers with 1-112 inch minimum vertical adjustment. Design hangers forpipe 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 supports 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 conhols in water recirculating systems where indicated.
3.04 TOLERANCES
A. Drainage Piping: Establish invert elevations within '112 inch vertically of location indicated and
slope to drain at minimum of 1/8 inch per foot slope.
B. Water Piping: Slope at minimum of 1/32 inch per foot and arrange to drain at low points.
3.05 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM
A. Prior to starting work, verity system is complete, flushed and clean.
B. Ensure Phof water to be treated is between 7.4and7.6 byadding alkali (caustic soda orsoda
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.
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D, Bleed water from outlets to ensure distribution and test for disinfectant residual at minimum 15
percent of outlets,
E, Maintain disinfectant in system for 24 hours.
F, lf flnal disinfectant residual tests less than 25 mg/l, repeat treatment.
G. Flush disinfectant from system until residual equal to that of incoming water or 1.0 mgil.
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. MetalPiping:
a. Pipe size: 112 inches to1-114 inches:
1) Maximum hanger spacing: 6.5 ft.
2) Hanger rod diameter: 3/8 inches.
b. Pipe size: 1-112 inches to 2 inches:
1) Maximum hangerspacing: 10ft.
2) Hanger rod diameter: 3/8 inch.
c. Pipe size: 2-112 inches to 3 inches:
1) Maximum hangerspacing: 10ft.
2) Hanger rod diameter: 1/2 inch.
2, Plastic Piping:
a. AllSizes:
1) Maximum hangerspacing: 6ft.
2) Hanger rod diameter: 3/8 inch.
END OF SECTION
PROJECT NO.18‐172‐1197 221005‐6cOpynght 2016 by KLUBER,INC.:A∥Rights ReseⅣed
SECT!ON 22 10 05
PLUMBING PIPING
SECT:ON 2210 06
PLUMB!NG PIPING SPEC:ALTIES
PART l GENERAL
l.01 SECT!ON:NCLUDES
A Drans
B Wate「hammera「reslors
l.02 RELATED REQU:REMENTS
A Seclon 22 10 05‐Plumbing Piping
l.03 REFERENCE STANDARDS
A ASME Al126.3‐Floor and Trench Drainsi 2001(R2007)
B ASSE 1019‐Pe“Эrmance Requ澪 ements for Wa∥Hydrant wth 3acklow Proteclon and Freeze
Resistancei 2011
C NSF61‐Dlnttng Wa鯰「Syttem Componenお ‐Heath Ettdsi 2014に raね 2“51
D NSF372-Dlnking Water System Components―Lead Conlent 2011
E PD卜 WH 201‐Water Hammer Arreslersi 201 0
1.04 DELIVERY,STORAGE,AND HANDL:NG
AA∝ept specialies on sile in o面 9halfaclory packaging lnspecl fo「damage
PART 2 PRODuCTS
2.01 GENERAL REQUIREMENTS
A SpeciaⅢes in Potable Waler Supply Systems: Provide products that comply面 th NSF 61 and NSF
372 for maximum lead conlent
2.02 DRAiNS
A ManufacturersI
l MiFAB
2 Jay R Smth Manufaclu面 ng Company.
3 Zurn lndustries,lnc
B,Floor Drain(SD‐1)
1. ASME Al12 6 3;lacquered castiron lvo piece body ⅥJth double drainage nange,weep holes,
reversible clamping co∥ar,and 6 nch square,adlustable stainless steel(niCke卜 bronze)strainer
2 MIFABI Model F1000‐C―S6-3
2.03 WATER HAMMER ARRESTORS
A Manuracturers:
l MIFAB
2 」ay R Smlh Manufactu∥ng Company
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PLUMBING PIPING SPECIALTIES
3 Zurn lndustries,lnc
B Waler Hammer Arrestors:
l Stainless sleel construclon,be∥ows type dzed in accordance輌 th PD卜 WH 201,precharged
sulab!e for operalon in temperature range‐1001o300 degrees F and maximum 250 psi
working pressure
2 MFAB;Model VVHB.
PART 3 EXECuT!ON
3.01 :NSTALLAT:ON
A lnsta∥in accordance面 th manufacturers instructions
B lnsta∥waler hammer arrestors complete wnh accessible isolalon va!ve on hot and cold water
supply piping 10 plumbin9 1xtures
END OF SECT!ON
PROJECT N0 18‐172‐1197 221006‐2Copy∥gh12016 by KLUBER,INCI A∥R19hts Reserved
SECT10N 22 10 06
PLUMBINC PIP NC SPECIALTIES
SECT10N 22 40 00
PLUMBING FiXTURES
PART l GENERAL
l.01 SECT10NINCLUDES
A Showers
l.02 RELATED REQUIREMENTS
A Seclon 22 10 05‐Plumbing Piping
l.03 REFERENCE STANDARDS
A NSF61‐D"n∥ng Waler System Components―Heakh Ettcls 2014(Errata 201 5)
B NSF372‐D∥nking Water System Components‐Lead Content 2011.
1,04 SUBM:TTALS
A See Seclon 01 30 00-Adminお trat ve Requirements,for submmal prOcedures
B Producl Data:Provde catalog Ⅲustra∥ons of nxtures,sizes,roughJn dimensions,ul∥ty sizes,
tr rn,and inishes
C Maintenance Data: lnclude lxture t∥m exploded view and replacement patts∥sts.
D Warranwi Subml manufacturerwarranty and ensure foms have been com口 eted h OWners
name and regも tered輛 th manufacturer
l.05 QUALITY ASSURANCE
A Manufaclurer QualincattOnsi Company specia∥zing in manufactunng the type of products specined
in this secuOn,wth minimum three years of documented expettence
l.06 REGULATORY REQUiREMENTS
A Products Requirlng E!ectncal cOnnecuOn:Listed and classlled by UndenvHlers Laboratoles lnc.,
as suitable forthe purpose specined and indicated.
1.07 DELIVERY,STORAGE,AND HANDL:NG
A Acceptttxtures on ste in factory packaging lnspectfor damage
B Protectinsta∥ed lxtures from damage by secunng areas and byleaving factory packaging in place
10 prOtect lxtures and prevent use
l.08 WARRANTY
A See Secuon 01 78 00-Closeout Submitals,for add1lonal waranty requirements.
PART 2 PRODUCTS
2.01 GENERAL
A Potable Waler Systems: Provide plumbing ntings and faucets that comply with NSF 61 and NSF
372 for maximum lead contentilabel pipe and ittings
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Copyrght 2016 by KLUBER,INC IA∥R19hts Reserved PLUMBING FIXTURES
2.02 SHOWER(SH・ 1)
A Manulacturers:
l Moen Commerc at MOde18375
2.Powers
3 Symmons
B Tlm:
l ASMEAl12181iconcealedshowersupplywthchromeplated,dngle handle,pressure
balanced mixing valve(meeun9 0r exceeding ASSE 1016)wnh single bronze slem and integral
service stops Brass constNclion cat"dge面 th stainless steel mate"als Accommodates
back‐to‐back insta∥ations
C ShowerHead:
1. AS卜 ЛE Al12 18 1i chrome plated brass showerhead wth wa∥bracket and ancho「plate and
bu∥卜in 2.5 gpm lbw control.
PART 3 EXECUT10N
3.01 EXAMINAT:ON
A,Ve"″that wa∥s and noo「lnも hes are prepared and ready forinsta∥alon of lxtures
3.02 PREPARAT:ON
A・ RoughJn ixture piping connections in accordance wth minimum sizes indicated in ttxture roughln
schedule for patttular ixtures.
3.03 :NSTALLAT10N
A insta∥components level and plumb
B lnsta∥and secure nxlures in place面 th wa∥suppols and boLs
3.04 CLEAN:NG
A.Clean plumbing nxtures and equipment
3.05 PROTECT10N
A. Protect insta∥ed products from damage due to subsequent constructlon operatiOns
B. Do not permit use of¶xtures by construction personnel
C Repal「or replace damaged products before Dale of Substanual cOmplelon
3.06 SCHEDULES
A Fixture He19hls: lnsta∥nxtures tO heights above inished loor as indicaled
l Shower Heads:
a Adult Male: 84 inches to bollom of head
END OF SECT10N
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SECT10N 22 40 00
PLUMBING FIXTURES
SECT:ON 23 37 00
A:R OUTLETS ANDINLETS
PART l GENERAL
l.01 SECT!ON!NCLUDES
A Regslers/g∥∥es
l.02 REFERENCE STANDARDS
A ASHRAE Std 70-Method of Teslng the Perormance Of Air OuJets and inletsi 2006(R2011)
1.03 SuBMiTTALS
A See Seclon 01 30 00‐Adminも tralve Requirements lor subm tlal procedures
B Product Data:ProMde data for equipment required forthも prolecl.Review ou∥ets and inlets as to
slze,lnish,and type of mounung p∥orto submission SubmL schedule of ouJets and inlets
sho、明ng type,size,location,app∥cation,and noise level
l.04 QUALITY ASSURANCE
A Testand rate airou∥et and iniet peFormancein accordance wth ASHRAE Std 70
B Manufacturer QuaincauOnsi cOmpany specia∥zing in manufacturng the lype of products specined
in this seclon,with minimum three years of documenled expenence,
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Price lndustries
B Tlus
C Tutle&Baley
D Na∥or.
2.02 ROUND CEILiNG DiFFuSERS
A Type: Round,adlustable patem,stamped or spun,muLiК ore dittserto discharge alrin 360
degree patem,with seclonang bafnes where indicated Difuser co∥ar sha∥prolect not more than
l inch above ce∥ing
B Fabrication: Aluminum ⅥЛth baked white enameinnish
C Accessories: Radial opposed blade dampe「and multi‐louvered equa∥zing grld輌 th damper
adlustable from difuser face.
D T∥us Model XC‐310
2.03 WALL EXHAuST AND RETURN REGISTERS′GRILLES
A Typei Stream∥ned blades,3ノ 4 inch minirnum depth,3/4 inch maximum spacing,、Ⅵth spring Or
other device to set blades,horizontal face
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SECT10N 23 37 00
AIR OUTLETS AND INLETS
B Frame: 1‐l14 1nch margin面 th countersunk screw mounJng
C FabncalOn Aluminum exlrusions,wlth faclory baked enamel while nnish
D Damper lntegral,9ang‐operaled,opposed biade type面 th removaЫ e key operator,operable from
face
E Titus Mode1301FL.
PART 3 EXECUT!ON
3,01 1NSTALLAT10N
A insta∥in accordance Mパ th manufacturers instructions
B Checklocauon ofOu∥ets and inlets and make necessary adluStments m poЫ tion to conform wnh
archneclural features,symmetry,and∥ghing arangement
C lnsta∥difusers lo ductwork wtth al「19ht connection
END OF SECT:ON
PRO」ECT N0 18‐172‐1197 233700‐2Copyttght 2016 by KLUBER,INCI A∥Rights ReseⅣed
SECT10N 23 37 00
AIR OUTLETS AND INLETS
SECT10N 26 05 00
BASiC ELECTR:CAL REQU:REMENTS
PART l GENERAL
l.01 RELATED DOCUMENTS
A Dra面 ngs and general provに ions of Contract,including Ceneral and Supplementary cOndllons
and Division l Specinca10n seclons,apply to this Seclon
l.02 SECT:ON:NCLUDES
A. 3asic Electrical Requirements and matettals specilca∥y app∥cable lo Division 26 Sections,in
addniOn lo D市 ision l―General Requirements Seclon includesi
l Electrical ldentincatiOn
2 Mino「Demo∥∥on
3 Conduclors and Devices
4 Raceways and Boxes
5. Supponing Devices
l.03 RECULATORY REQUIREMENTS
A, Conform to NFPA 70-Nauonai Eleclrlcal Code,latest edition MЛ th admendments as adopted by
the V∥age of Oak Brook,IL
B.Conform to bu∥ding codes as adopted by the V∥age of Oak Brook,IL
C.lnsla∥e:ect"cal WOrk in accordance ⅥЛth the NECA Standard Oflnstallalon
l.04 DELiVERY,STORAGE AND HANDLING
A Slore and protect a∥matenals as specined unde「the provisions of Section 01 60 00 and as
specined herein
B Del市 er producls to the prolect propedy idenuned with names,model numbers,types,9rades,
comp∥ance labels,and other inforllna∥on needed foriden1lca∥on
C Shわ prOducts to thelob Ыte h thdrongnd packagng Receive and store products h a sunaЫe
mannerto prevent damage or deterioration lく eep equipment up"ght at a∥times
D lnves19ate the spaces through which equipment must pass to reach ts inal des∥natlon
Coordinale with the manufacturerto arange de∥very atthe proper stage of construction and lo
provide shipping splits where necessary
l.05 PROJECT′SITE CONDiT10NS
A.lnsta∥work in locations shown on Drawings,unless prevented by Prolect condlions Drawings
have omited certain branch circunry in areas for ease of reading. A∥branch circunry is tO be
prOvided by Contractor
B Prepare drawings showing proposed rearangement of Work to meet Prolecl condkbns,including
changes to Work specifled in other Sections Obtain permlssion from ArchilecvEnglneer before
proceeding as specifled under modiflcation procedures
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BASIC ELECTRICAL REQUIREMENTS
1.06 QUALITY ASSURANCE
A. Provide Work as required for a complete and operational electrlcalinsta∥ation,
B.AIl pЮ ducts sha∥be designed,manufactured,and tested in accordance with industry standards.
Standards,organizalons,and their abbrevialons as used hereaier,include the following:
1.AmeHcan Nalonal Standards lns∥tute,lnc(ANSり.2.Ame面 can Soclety fortteslng and Matenals(ASTM).
3.Natlonal Electncal Manufacturers Associalon(NEMA).
4.Undem∥ters Laboratones,lnc.(UL).
C.lnsta∥a∥Work in accordance wlh the NECA Standard oflnstallalon,
1.07 SUBMITTALS
A, Submil a∥requested items in Division 26 Sections under provisions of Section 01 30 00,
1.08 SUBSTITUT10NS
A, Substitutions wl∥be considered only as a∥owed withln the provlsions of Section 01 60 00.
1.09 PROJECtt RECORD DOCUMENTS
A.Cooperate and asslstin the preparalon of prolect record documents underthe provislons of
Seclon 01 78 00.
1.10 PROJECT MANAGEMENT AND C00RD!NAT!ON
A,Proper proiect management and coordina∥onも c∥∥cJ bra successful proiect,Manage and
coordinate the Work with a∥othertrades in accordance with Seclon 01 30 00 requirements.
Re∥ance on the Drawings and SpecincatiOns Only forexact proieCt requirements is lnsuttcientfor
pЮ per coordlnation・
PART 2 PRODUCTS
2.01 W!RING MEttHODS
A.A∥localons:Building wire in raceway.
B.Use no wire sma∥erthan 12 AWG for power and ligh∥ng circuls,and no sma∥erthan 14 AWG for
contЮ l wi∥ng。
1. Use 10 AWG conductorfor 20 ampere,120 vok branch circul home runs longerthan 100 feet.
Use minimum#10 AWG conducto「wire in allthe following loca∥ons:
a,AIl programmable panel branch circunsぐ arger where lndicated),
b. AIl emergency lighting and exit branch circuits,
2.02 WIRE AND CABLE
A,Manufacturers:
1. Okonne.
2.Southwire.
3. Collyer.
B.Building Wire:
PROJECT NO.18‐172‐1197 260500‐2Copy百 ght 2016 by KL∪BER,lNC.:A∥Rights ReseⅣed
SECT10N 26 05 00
BASIC ELECTRICAL REQUIREMENTS
1. Feeders and Branch Circuits Larger Than 6 AWG: Copper, stranded conductor, 600 volt
insulation.
2. Feeders and Branch Circuits 6 AWG and Smaller: Copper conductor, 600 volt insulation. 6
and 8 AWG, stranded conductor; smaller than 8 AWG, shanded 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 conkol circuits.
C. Locations:
1. Concealed Dry lnterlor Locations: Use only building wire with Type THHN insulation in
raceway.
2. Exposed Dry Interior 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 12'1.
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 1124.
2. P &S Model 524.
3. Leviton Model 1124.
4. Color: lvory.
D. Single-pole Key Switch: Specification grade.
1. Hubbell Model 1121-1.
2. P &S Model 521-1.
3. Leviton Model 1121-1.
E. Three-way Key Switch: Specification grade.
1. Hubbell Model 1'123-1.
2. P&SModel 523-1.
3. Leviton Model 1'123-1.
F. Four-way Key Switch: Specification grade.
PROJECT N0 18‐172‐1197 260500-3
Copy19ht 2016 by KLUBER,INCI A∥R ghts Reserved
SECT10N 26 05 00
BASIC ELECTRICAL REQUIREMENTS
1. Hubbell Model 1124-1.
2. P&SModel 524-1.
3. Leviton Model 1'124-1.
G. Duplex Convenience Receptacle: Nema 5-20R, duplex, specification grade.
1. Hubbell.
2. Bryant.
3. Leviton.
4. Color: lvory.
H. GFCI Receptacle: Nema 5-20R, duplex, GFCI, specification grade.
1. Hubbell Model GF-5362.
2. Slater Model SIR-20-F.
3. Eagle Model 647.
4. Color: lvory.
l. Decorative Cover Plate:
1. Hubbell.
2. Bryant.
3. Leviton.
4. Description: lvory, metal.
2.04 MCEWAYREQUIREMENTS
A. Use only specilied raceway in the following locations:
1. Branch Circuits and Feeders:
a, Concealed Dry lnterior Locations: Electrical metallic tubing.
b. Exposed Dry lnterior Finished Locations: Electrical metallic tubing.
c. Exposed Dry lnterior Unfinished Locations: Electrical metallic tubing.
d. AII other locations: Galvanized Rigid Metallic Conduit.
B. Size raceways for conductor type inslalled.
'1. Minimum Size Conduit Homerun to Panelboard: 3/4-inch.
2.05 METALLIC CONDUIT AND FITTINGS
A. Conduit:
1. Rigid Steel Conduit ANSI C80.1.
2. Electrical metallic tubing: ANSI C80.3.
3. Flexible Conduit: UL 1, zinc-coated steel.
a. Liquidtight Flexible Conduit: U1360. Fittings shall be speciflcally approved for use with this
raceway.
B, Conduit Fittings:
1. Metal Fittings and Conduit Bodies: NEMA FB 1.
a. EMT fittings: Use selscrew indentor-type flttings.
2.06 NONMETALLICTUBING
A, Manufacturers:
1. Carlon Co,
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BASIC ELECTRICAL REQUIREMENTS
2 LCP National Plastics,lnc
3 Pacinc westem Exlruded Plaslcs Co
B Desc∥plo, UL651A'Type EB and A PVC Condun and HDPE Condul・
l Conduni Schedule 40 Suitable for exposure to sun∥ght and direct buriaL
2.07 CONDUIT HANGERS
A Manufacturersi
l Minerra∥ac Electnc Company
2 Substttulons1 0r Approved EquaL
B Descnp10ni
l Slandard condul hanger,zinc‐plated steel wnh bOns.
2 Threaded rod and hardwareI Plated nnish,slze and length as requ red fOrloading and
conditions
2.08 BEAM CLAMPS
A Manufaclurers:
l Appleton
2 Mdwest
3 Raco.
B Description: Ma∥eable beam clamp, zinc plated sleeL
2.09 ELECTRICAL BOXES
A Manulacturers:
l Raco
2.Sleel CLy
3. AppletOn
4 Substnutionsi or Approved EquaL
B Sheet Meta1 0u∥et Boxes:ANSν NEMA OS l,galvanized steel,sunable fOrinsta∥ation n
masonry:
C Equipment Suppon 3oxes: Rated for weight of equipment supponediinc!ude 2 inch male lxlure
studs where required
D WetLoca∥on Outlet Boxesi Cast aluminumi Cast a∥oy,deep type,9asket coverl threaded hubs
2.10 PENETRAT:ON SEALANTS
A. Fire‐rated assembliesI Provide nrestOpping Of a∥penetraJons made by Wo「k underthis Contractin
accordance with prOvlsions of Section 07 84 00 requlrements
B Therma and Moisture Protecloni Provide thermal and moisture protecton made by Work under
this Contract of a∥exlerior wa∥,loor and roof penetrations in accordance with Division 7
requirements
2.1l MOT10N SENSORS
A Manuracturers:
PRO」ECT N0 18‐172‐1197 260500‐5Copylght 2016 by KLUBER,INCI A∥R19hts Reserved
SECT10N 26 05 00
BASIC ELECTRICAL REQUIREMENTS
'l . Leviton
2. Hubbell
3. Approved Equal
B. Combination Wall Switch/Occupancy Sensor
1. Dual technology (passive infrared and ultrasonic), 277V sensor with l80degree fleld-of-view
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 identify usage patterns. 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 unobhusive 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 controls and switching of 1201277V cicuits. 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 efiiciency.
4. Time delay settings: Auto, fixed (5,10,15,20or30 minutes).
5. Sensitivity settings: Auto, reduced sensitivity (passive infrared) variable (ultrasonic).
6. (1)N/O and (1)N/C output.
2.12 NAMEPLATES AND 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 lape, with 3/16 inch white letters on a black background. Use only for
identification of individual wall switches and receptacles and control device stations.
2.13 WIRE AND CABLE MARKERS
A. Manufacturers:
1. Brady Model PCPS.
2. Panduit Model PCM.
3. T&BModel WM.
B. Description: Cloth type wire markers.
C. Locations: Each conductor at panelboard gutters, pull boxes, and each load connection.
D. Legend:
PRO」ECT N0 18-172-1197 260500-6
Copynght 2016 by KLUBER,INCI A∥Rights Reserved
SECT10N 26 05 00
8ASIC ELECTRICAL REQUIREMENTS
1. Power and Lighting Circuits: Branch circuit or feeder number indicated on drawings.
2.14 CONDUIT MARKERS
A. Location: Fumish 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. Fire Alarm System: Red.
PART 3 EXECUTION
3,01 EXAMINATION AND PREPAMTION
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. Disconnecl elechical 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 only to make
switchovers and connections. Notify Owner, ArchitecUEngineer and local fire service at least 24
hours 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 inslaller accepts existing conditions.
F. Verify that supporting surfaces are ready to receive work.
G. Electrical boxes are shown on Drawings, in approximate locations, unless dimensioned.
1. 0btain verilication from ArchitecUEngineer for locations of outlets throughout prior to rough-in.
H. Degrease and clean surfaces to receive wire markers.
l. Verify that interior of building is physically protected from wealher.
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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SECT10N 26 05 00
BASIC ELECTRICAL REQUIREMENTS
D. Relocate existing fire alam devices affected by wall, ceiling and floor demolition.
E. Repair adjacent conshuction and finishes damaged during demolition and e(ension work.
F. Properly dispose of all ballast to approved ballast recycler. Do not land llll 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 all conductors into raceway al 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 conduclors 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 poMer-actuated anchors.
Q. Do not drill or cut structural members.
R. Fabricate suppo(s from slructural steel or steel channel. Rigidly weld members or use hexagon
head bolts to present neat appearance with adequate slrength and rigidity. Use spring lock
washers under all nuts.
S. lnstall surface-mounted cabinets and panelboards with minimum offour anchors.
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SECT10N 26 05 00
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 electrical tape.
W. Do not share neuhal conductor on load side of dimmers.
X. lnstallwiring devices in accordance with manufacture/s inskuctions.
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 SECT10N
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SECT10N 26 05 00
BASiC ELECTRICAL REQUIREMENTS
SECT!ON 26 51 00
LIGHT:NG
PARTl GENERAL
l.01 SECT!ON!NCLUDES
A lnte面 o「luminaires.
B Emergency∥ghung unts
C Ba∥asts and d∥vers
D Lamps
E Lumlnaire accesso"es
l.02 REFERENCE STANDARDS
A NECAl‐Standard for Good Workmanship in Electttcal Construction;Nalonal Electncal
Contractors AssociaJoni 201 0
B NECAllESNA 501‐Recommended Practice lorlnsta∥ing Exlenor Lightng Systemsi Nalonal
Elecl"cal Contraclors Associaloni 2006
C NEMALE4‐Recessed Luminaires,Ce∥ng Compalbi∥ty:Na∥onal Electncal Manufacturers
Associaloni 2012
D.UL 1598‐Luminairesi Curent Edlion,including A∥Revisions
E.UL 8750‐Ltht Emming Diode(LED)Equipmentfor use in Lohung PrOduclsi Current Edmon,
lncluding A∥ReMslons
F. IESNA LM‐63‐ANSI Approved standard F∥e Formatfor E!ectronic Transfer of Pholometnc Data
and Related lnforlna∥oni∥uminaung Enginee"ng Sociely;2002(Reamrmed 2008)
G NECA/!ESNA 500‐Standard forlnsta∥ing indoor Commercial Lighung systemsi Nalonal
ElectHcal Contractors Associaloni 2006
H NECAllESNA 502‐Standard forlnsta∥ing lndustnal Lighung systemsI National Eleclncal
Contractors Associaloni 2006.
l UL 924‐Emergency Lighting and Power Equipmenti Current Ednion,lncluding A∥Revisions
」. UL 1598‐Luminaires;Current Ednion,lncluding A∥Revisions.
1.03 ADM:NISTRAT:VE REQU:REMENTS
A Coordinalon:
l Coordinate the insta∥a“on ofluminaires wth mounlng suraces installed under other secJons
or by others Coordinate the work Ⅵ∥th placement ofsuppons,anchOrs,elc required fo「
mounlng CoOrdinate compa∥b∥ly oflumlnalres and associated tttms with mounung suraces
at insta∥ed locations
PROJECT N0 18‐172‐1197 265100‐1Copyright 2016 by KLUBER,!NCIA∥R ghts Reserved
SECT10N 26 51 00
LIGHTING
2. Coordinate the placement of luminaires with structural 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 lo obtain
direction prior to proceeding with work.
,I,04 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submiftal 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 Dala: Provide manufacturer's standard catalog pages and data sheets including detailed
information on luminaire construction, dimensions, ratings, finishes, mounting requirements,
listings, service conditions, photometric performance, installed accessories, and ceiling
compatibility; 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. Wiring diagrams: Provide wiring diagrams for dimmable ballasts and dimmable switches.
D. Manufacturer'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. Mainlenance Materials: Fumish the following for Owner'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 QUALITYASSUMNCE
A. Conform to requirements of NFPA 70.
B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this
section with minimum three years documented experience.
1.06 DELIVERY, STORAGE, AND PROTECTION
A. Receive, handle, and store products according to NECfuIESNA 500 (commercial lighting),
NECp/IESNA 502 (indushial lighting), and manufacture/s written instructions.
PRO」ECT N0 18‐172‐1197 265100‐2Copyttght 2016 by KLUBER,INC IA∥R19hts Reserved
SECT10N 26 51 00
LIGHTING
B. Keep products in original manufacturer's packaging and protect from damage until ready for
installalion.
1.07 FIELD CONDITIONS
A. Maintain field conditions within manufacturer's required service conditions during and after
installation.
1.08 WARMNTY
A. See Section 01 78 00 - Closeout Submittals, for additional warranty requirements.
PART2 PRODUCTS
2.01 LUMINAIRE TYPES
A. Furnish products as specifled below.
B. Substitutions: See Section 0'1 60 00 - Product Requirements, except where individual luminaire
types are designated with substitutions not permitted.
C. TypeA: Recessed LED 1'x4'.
1. Products:
a. Philips FluxPanel LED - 1FXP3018354-DS-UNV-DlM.
b. Substitutions: See Section 0'1 60 00 - Product Requirements.
2. Housing: Steel, painted white.
3. Nominal Size: 1 by 4 feet.
4. Air Function: Static (no air function).
5. Ceiling Trim: NEMA type F (flanged ).
6. Lamp(s): 0ne-3000 lumen LED.
a. Correlated Color Temperature: 3,500K.
7. Voltage: Universal 120-277V,
8, Provide emergency power supply unit in luminaires designated with "EM" on the drawings.
9. Mounting: Recessed, hard ceiling.
D. Type B: Recessed LED Downlight.
1. Products:
a. Philips Lightolier - CP6RB07830W.
b. Substitutions: See Section 01 60 00 - Product Requirements.
2. Housing: Aluminum.
3. NominalAperture Size: Round, 6 inches.
4. Lamp(s): 0ne-1'tWLED,
a. Correlated Color Temperature: 3,000K.
5. Voltage: Universal 120-277 V.
2.02 LUMINAIRES
A. Provide products that comply with requirements of NFPA 70.
B. Provide products that are listed and labeled as complying with UL 1598, where applicable.
C. Provide products listed, classifled, and labeled as suitable for the purpose intended.
PROJECT N0. 18-172-1197 26 51 00 - 3 SECTTON 26 51 00
Copyright 2016 by KLUBER, lNC., AllRights Reserved LtcHTtNG
D. Provide products complying with Federal Energy Managemenl Program (FEMp) requirements.
E. Unless otherwise 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 requlred conduit, boxes, wiring,
connectors, hardware, supports, kims, accessories, etc. as necessary for a complete operating
system.
G. Provide products suitable to 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+ated, 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 LM-80 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 101 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 90 minutes of rated emergency illumination, and automatically
recharges battery upon restoration of normal power source.
C. Battery:
'1. Sealed maintenance-free lead calcium unless othenrrrise 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
activate emergency operation.
E. Provide low-voltage disconnect to prevent battery damage from deep discharge.
PROJECT NO. 18-172-1197 26 51 00 - 4 sEcTtoN 26 51 O0
Copyright 2016 by KLUBER, lNC.;Alt Rights Reserved LIGHT|NG
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 Eleckic 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 oron
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 all current applicable federal and
state ballast efiiciency/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. Lukon Hi-Lume (13D0-Series): 3-wire and digital control; 0.1 percent dimming with Soft-On
and Fade-to-Black low end performance.
b. Lukon Hi-Lume A-Sedes (LTE-Series): Fonrtrard phase (neuhal 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 control; one percent dimming with
Soft-On and Fade-to-Black low end performance.
2.05 FLUORESCENT EMERGENCY POWER SUPPLY UNITS
A. Description: Self-contained fluorescent emergency power supply units suitable for use with
indicated luminaires, complying with NFPA 10'l 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 265100-5
Copylgh1 2016 by KLUBER,INCI A∥R ghis Reserved
SECT10N 26 51 00
L GHTING
2. Lamps: Compatible with low-mercury lamps.
C. Operation: Upon intenuption of normal power source, solid-state conhol automatically switches
connected lamp(s)to the fluorescent emergency power supply for minimum of g0 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
otherwise 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 Control 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. OsramSylvania: www.sylvania.com.
3. Philips Lighting Company: www.lighting.philips.com.
4. Substitutions: See Section 0'1 60 00 - Product Requirements.
5. Manufacturer Limitations: Where possible, provide lamps produced by a single manufacturer.
B. Lamps - General Requirements:
'l . 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 nol
specified, provide lamps per luminake manufacturer's recommendations.
3. Minimum Efficiency: Provide lamps complying with all cunent applicable federal and state lamp
efficiency standards.
4. Color Temperature Consistency: Unless otherwise indicated, for each type of lamp furnish
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.
PART 3 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
propedy 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 NO. ',t8-172-1197 26 51 00 - 6 sEcTtoN 26 51 00
Copyright 2016 by KLUBER, lNC.; All Rights Reserved LtcHTtNG
F. Examine substrate and supporting grids for luminaires.
G. Examine each fixture to determine suitability for lamps specified.
3.02 PREPAMTION
A. Provide extension rings to bring outlet boxes flush with flnished surface.
B, Clean dirt, debris, plaster, and other foreign materials from outlet boxes.
3,03 INSTALLATION
A. lnstall products according to manufacture/s instructions.
B. lnstall luminaires securely, in a neat and workmanlike manner, as specified in NECA'l (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 height as indicated on Drawings
and directed in the field by Architect. Obtain flnal approval from Architect prior to commencement
of this portion of work.
F. lnstall accessories fumished with each luminaire.
G. Make wiring connections to branch circuit using building wire with insulation suitable for
temperature conditions within luminaire.
H. Suspended Ceiling Mounted Luminaires:
1. Do not use ceiling tiles to bear weight 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 lour corners.
4. See appropriate Division 9 section where suspended grid ceiling is specified 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 lirestopping materials to 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 otherwise 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.
PROJECT N0 18‐172‐1197 265100‐7cOpynght 2016 by KLUBER,lNCI A∥R ghts Reserved
SECT10N 26 51 00
LIGHTING
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:
1 . Unless otherwise 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 Burn-ln: 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 verify proper operation.
C. Test self-powered exit signs, emergency lighting units, and fluorescent emergency power supply
unils lo verify proper operalion upon loss of normal power supply.
D. Corect wiring deflciencies 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 conhols in accordance with the lnternational
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 Architect/Engineer. Secure locking fittings 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 inskuctions 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 submittals.
B. Demonstration: Demonstrate proper operation of luminaires to ArchitecUEngineer, and correct
deficiencies or make adjustmenls as directed.
C, Just prior to Substantial Completion, replace all lamps that have failed.
D. Project record documents: Accurately record location of each luminaire.
PRoJECT NO. 18-172-1157 26 5 t 00 - 8 sEcTtoN 26 51 00
Copyright 2016 by KLUBER, lNC.; AllRights Reserved L|GHTING
3.08 PROTECT:ON
A Protectinsta∥ed luminalres fronn subsequent construction operations
END OF SECT:ON
PRO」ECT N0 18‐172-1197 265100‐9Copynght 2016 by KLUBER,INCiA∥R ghts Reserved
SECT10N 26 51 00
LIGHTING
ATTACⅡMENT 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,General Notes,S〕障lbols,and Drawing
lndex
A310 Floor Plans and Reflected Ceiling Plans
ⅥLLAGE OF OAK BR00K
FIRE STATION 93SHOWER 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 VALVE
REPLACEMENT PROECT
APPENDIX l
PREVAILING WAGES
Trade Title ReSion Class OT Sa 10T Su
DuPaBe
OT M F OT Hol H/W Traanang Other Frange BenefitASBESTOS ABT―GEN A“ALL22 13フ フ 13200DuPaeeASBESTOS ABT―MEC A∥BtO 3788 40382 15 12920 0720DuPage60:LERMAK[R A∥BLD 4946 539122 6970DuPaBeBR!CK MASON A∥BLD 45382 17400じurage CARPENTER A∥ALt 4735 117900。もに CCMENT MASON A∥ALL 4525 4フ 252 1175 1703
120200 11
07フ
3860DuPageCLRAMiC TlLC FNSHER A∥BLD 3956 39562 1075
DuPage COMMUNICAT!ON TECH A∥BLD 3382 366222 1235 189 068DuPageCLECTRiC PWR EQMT OP A∥ALL 4259 57952 13210 0フS0DuPageELECTRIC PWR EQMT OP ALt Hヽ Vγ 41452 12870 0'30DuPateELECTRlC PWR GRNDMAN A∥ALL 293225 90900りuPage ELECTRIC PWR GRNDMAN AtL HWY22 9920 0660
DuPage ELECTRIC PWR LiNEMAN A∥ALL 51062 12770 0510
DuPaBe 〔tCCTRIC PWR LINEMAN AtL HWγ 496フ 56382 15400
DuPage ELECTRiC PWR TRK DRV A∥ALL 57952 57500
DuPage ELECTRiC PWR TRK DRV ALt HWY 152 102900
DuPage ELECTRICIAN A∥BLD 4052 1235 2178 525 0750
UuPage ELEVATOR CONSTRUCTOR A∥BLD 5485 617122 971 439 061
DuPage F〔NCE ERECTOR NE ALL2200
DuPage FENCE ERCCTORW ALL 4506 207600
OuPage GtAZIER A∥BL0 42452 2014O 0940
DuPage HTノ FROST INSutATOR A∥BLD2 1292 13 160 0720
DuPage !RON WORKER 〔ALL22 1415 232800
DuPate IRON WORKERW ALt 4661 501722 1152 6970 1602
DuPage lA30RER A∥ALL2 13フ フ 13フO0
DuPage tATHER A∥ALL 4'352 1179 20410 0630
DuPage MACHINiST A∥BLD 4838 50882 723 895 1850
DuPage MARBLE FINISHERS A∥ALt 3465 4772 1065 16460 0490
DuPage MARBLE MASON A∥BLD 45432 1065 173900
DuPage MATERIAL TESTER l A∥ALL 43052 1855 99500
DuPaBe MATCRIALS TESTER∥A∥ALL 37722O0
DuPage MILLWR!GHT A∥ALt22 1703 1845
DuPaBe OPERATlNG ENGINEER A∥12220000DuPage OPERATING FNGINEER A∥BLD22200 3444DuPageOPERAT!NG ENGINCtR A∥BLD3 4725 55122 196520
DuPaBe OPERATING〔NGINEER A∥BLD4 44522 188 14352ODuPaSeυPLKA:INも ヒNGlN EER A“BLD5 5485 551222 19652 ■40DuPage OPERATlNG ENGINC[R A∥652122 196520
DuPaSe υrヒ κA∥NO LNOINLLR A∥BLD22 2J20000 3645DuPageOPERATING ENGlNEER 却 |FLT I0O
DuPaSe OPERAT,NG ENG!N EER0 196500
All HWY1 483 51322 15.051 1812りurage l OPERAT!NG ENC,NEER A∥HWY2 48752 19650DuPageOPERATING FN6!NEER A∥HWY3 46.71J 1,651 樹00υurage l OPERATlNG[NGINEER A∥HWγ4 453 533]2「19651 可Hヽ ～～
‐ur●6に [A[|三1 劃 ■ヨ 21 2「13可 1511J0
DuPage OPERATlNG ENGINEER A∥HWY 5332 19650
DuPaBe OPERATING ENGINEER A∥HWY2 1965 1510
DuPage ORNAMNTLIRON WORK〔REAtL 4805 5055222 1409 205900
DuPage ORNAMNTLlRON WORKERW ALt 4866222 1052 20760
DuPage PAlNTER A∥ALL 105500
0uPage PAlNTER SIGNS A∥4325200
DuPage PILEDR!VER A∥AtL 4735 49352 117900
DuPage PIPEFITTER A∥BLD 51S 10050 2540
DuPage PLAST[RCR ALL BLD 427520 0890
OuPage PLυ MBER A∥BtD 53252 14340 1280
DuPage R00F[R A∥BLD 47652 973 124400
DuPage SHECTMETAL WORKER A∥8LD 46772 10750 1030
DuPate SPRIN KLER F!TTER A∥BLD 5062 13350 1280
DuPage STEEL ERECTOR ALL222 1345 195900
DuPage STEEt ERECTORW ALt 4506 486622 1052 207600
DuPage STONE MASON A∥BLD 461922 1065 179200
DuPage TERRAZZO F(N:SHER A∥BLD200
DuPage TERRAZZO MASON A∥BL02 1075 158900
DuPage TILE MASON A∥BLD 46492 1075 149900
DuPage TRAFFIC SAFETY WRKR A∥HWY 7050
OuPaBe TRUCK DRIVER A∥ALt1210
OuPage TRUCK DRIVER A∥AtL220 0150
OuPage TRuCK DRlVER A∥ALt3 968 132500
DuPaAe TRuCK ORIVER A“AtL2 111600
DuPa8e TUCК POINTER A∥BLD0 1760
,EMGlnsurance Clnpanies, Document A3L2 -
Peイ brmance Bο rPJ
CONTRACrOR:
rrvameた gα ′status and address)
Complete Construction ReSOurces,lnc
430 Dixie Highway Suite 105
Chicago Heights,IL 60411
0WNER:
rrvameた gα ′status and addresリ
Vi∥age of Oak BЮ ok
1200 0ak Brook Road
Oak Brook,IL 60523
CONSTRUCT:ON CONTRACT
Datet October 9,2018
Arnount: $55,40000
Arnount: $55,40000
ModncauonstO thも Bond: 日None
CONTRACTOR AS PR:NC:PAL
Company:complete Construction Resources,inc
Signature:
Name /v\.L.*<bq^
And ttitle:€aF s 'DeY:.
Description: Fire Station 93 Shower Rooms Piping and Valve Replacement Project
(Nome ond location)
BOND
Date: october 17,2018
(Not earlier thon Construction Controct Dote)
lSee Section 16
SURETY
(Corporote Company: Employers Mutual Casualty Company (Corporote
Seol) Seol)
Name
And Title:
This document has important legal
consequences. Consultation with an
attorney is encouraged with respect to its
completion or modification.
Any singular reference to Contractor, Surety,
Owner or other party shall be considered
plural where applicable.
The Document A372-20fO combines two
separate bonds, a Performance Bond and a
Payment Bond, into one form. This is not a
single combined Performance and Payment
Bond.
Bond No.S008443
2010
SURETY:
rNameた gα ′Statυ s andρ rincripa′
ρra“0/busheSリ
Emp!。yers Mutua!Casua∥y Company
1815 S Meyers Rd Sule 500
0akbrook Terrace,!L60181
Seol)
“
ηソaddた ノOη α′sむ natυ res aρ ρθar On tわ e′ast ρage orthお Peヴ brmance 3ο nd.リ
rFOR′rVFORMAT10rV OIvι y‐rVame address and tereρ ヵοηり
AGENT or BROKER:OWNER:S REPRESENTATiVE:
“
κわたeCt Fngわ θer or Ot力 erρ artyリ
Document A312-2010 061110
5 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors
and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference.
02 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 whetherthe 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 the Surety timely req uests a conference, the Owner shall attend. Unless
the Owner agrees otherwise, any conference requested under this Section 3.1shall be held within ten
(10) business days of the Su rety's receipt of the Owner's notice. lf theOwner, 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 Surety;
and
.3 the Owner has agreed 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.
5 4 Failure on the part of the Owner to comply with the notice requirement in Sedion 3.1 shall not constitute a failure to
comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the
extent the Surety demonstrates actual prejudice.
5 5 When the Owner has satisfied the conditions of Section 3, the Surety shall promptly and at the Surety's expense take
one ofthe following actions:
5 5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contracu
05.2 Undertake to perform and complete the Construction Contract itsell through its agents or independent contractors;
S5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for
performance 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 Sedion 7 in excess of the Balance of the Contract Price incurred by the Owner as a
result of the Contractor Default; or
5 5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable
promptness under the circumstances:
.1 After investigation, 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 liability in whole or in part and notify the owner, citing the reasons for denial.
56 lf the Surety does not proceed as provided in Section 5 with reasonable promptness, the Surety shall be deemed to be
in default on this Bond seven days after receipt of an additional written noti€e 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 remedy available
to the Owner. lf the Su rety proceeds as provided in Section 5.4, and the Owner refuses the payment or the Surety has
denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to
the Owner.
Document A312‐20102
5 7 lf the Surety elects 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 the Construction Contract, and the responsibilities of the Owner to the Surety
shall not be greaterthan those of the Owner under the Construction Contract. Su bject 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 of the Surety under Section 5; and
,3 liquidated damages, or if no liquidated damages are specified in the Construdion Contract, actual
damages caused by delayed performance or non-performance of the Conractor.
I 8 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.
0 9 The Surety sha ll 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 Bond to any person or entity other than the Owner or its
heirs, executors, administrators, successors and assigns.
5 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related
subcontracts, purchase orders and other obligations.
S 11 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction 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
Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or
fails to perform its obligations under this Bond, whichever occurs first. lf the provisions ofthis 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.
I 12 Notice to the Surety, the Owner or the Conractor shall be mailed or delivered to the address shown on the page on
which their signature appears.
513 Whenthis Bond has been furnished tocomplywith 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 Iegal 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.
514 Definitions
5 14.1 Balance of the 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 damages 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.
S 14,2 Construction Contract. The agreement between the Owner and Contractor identified on the cover page, including
all Contract Documents and changes made to the agreement and the Contract Documents.
S 14,3 Contractor Default. Failure ofthe Conractor, which has notbeen remedied or waived, to perform or otheMise to
comply with a material term of the Construction Contract.
5 14.4 Owner Default. Failure of the Owner, which hasnotbeen remedied orwaived, 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.
514.5 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.
Document A312‐2010
S 16 Modifications to this bond are as follows:
(Spoce is provided below for odditionol signotures of added porties, other thon those oppeoring on the cover poge.)
CONTRACTOR AS PRINCIPAT
Company:
Signature:
SURETY
(Corporote Seol) Company:(Corporote Seal)
Name and Title:
Address
Name and Title:
Address
Document A312 - 2010
This document conforms to the wording and provisions of the AIA A312-2010 4
Bond No.S008443
-2010
SURETY:
(Nome, legol stotus ond principal
ploce of business)
Employers Mutual Casualty Company
1815 S. Meyers Rd. Suite 500
Oakbrook Tenace, lL 601 81
Fire Station 93 Shower Rooms Piping and Value Replacement Project
This document has important legal
consequences. Consultation with an
attorney is encouraged with respect to its
completion or modification.
Any singular reference to Contractor, Surety,
Owner or other party shall be considered
plural where applicable.
The Document A312-2010 combines two
separate bonds; a Performance Bond and a
Payment Bond, into one form. This is not a
single combined Performance and Payment
Bond.
fl See Section 18
SURETY
Company: Employers Mutual casualty company 'porote Seol)
Signature:
Name
And Title:
OWNER:S REPRESENTATiVE:
“
rCわ たθεちfrlgノneer Or other ραrtyリ
And ttitle:
ItAt t-r:r<a;a-
Prte:tP E^rr
JEJilGlnsurane C-onpanies, Docu ment A3L2
Payment Bo"J
CONTRACrOR:
rrvame ragarstatus and addressJ
Complete Construction Resources,lnc
430 Dixie Highway Suite 105
Chicago Heights,:L60411
0WNER:
rrvame legα ′status αnd addressJ
Vi!!age of Oak Brook
1200 0ak Brook Road
Oak Brook,lL 60523CONSTRUCT10N CONTRACT
Date: octOber 9,2018
Arnount: $55,40000
Description:
rrvame and rOcat′Oη ノ
BOND
Date: 96166s1 17,2018
(Not eorlier thon Construction Controct Dote)
Amount: $55,4OO.OO
Modifications to this Bond: [ ruone
CONTRACrOR AS PRINCIPAL
Company:com口 ete COnstrudion Resou∝es,hc rCOrporate Sea〃
Signature:
Name
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AGENT or BROKER:
Document A312‐20105 061110
5 l The Contractor and Surety, iointly and severally, bind themselves, their heirs, executors, administrators, successors
and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the
Construction Contract, which is incorporated herein by reference, subjed to the following terms.
92 lf the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies and holds harmless
the Owner from claims, demands, liens or suits by any person or entity seeking payment for labor, materials or equipment
furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no
obligation under this 8ond.
I 3 lf there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond
shall arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Section 13) of
claims, demands, liens or suits against the Owner or the Owner's property by any person or entity seeking payment for
labor, materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of
such 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 expense
defend, indemnify and hold harmless the Owner against a duly tendered claim, demand, llen or suit.
5 5 The Surety's obligations to a Claimant under this Bond shall arise after the following:
5 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 accurac1/ the
amount claimed and the name of the party to whom the materials were, or equipment was, furnished or
supplied or for whom the labor was done or performed, within ninety (90) days after having last
performed 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 (at
the address described in Section 13).
05 lf a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor, that is sufficient to satisfy
a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1.
5 7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2, whichever is applicable, the Surety shall promptly
and at the Surety's expense take the following actions:
0 7.1 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating
the amounts that are undisputed and the basis for challenging any amounts that are disputed; and
$ 7.2 Pay or arrange for payment of any undisputed amounts.
5 7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to constitute a
waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for
which the Surety and Claimant have reached agreement. It however, the Surety fails to discharge its obligations under
Section 7.1 or Section 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs
thereafter to recover any sums found to be due and owing to the Claimant.
g 8 The Surety's total obligation shall not exceed the amount of this Bond, plus the amount of reasonable attorney's fees
provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the
Surety,
! 9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of
the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor
furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of
the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond, subject to the
Owner's priority to use the funds for the completion of the work.
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Document A312-20106
5 10 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelated
tothe Construction Contract. TheOwnershall not be liable for the payment of any costs or expenses of any Claima nt
under this Bond, and shall have under this Bond no obligation to make payments to, or Bive notice on behalf of, Claimants
or otherwise have any obligations to Claimants under this Bond.
S 11 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related
subcontracts, purchase orders and other obligations.
0 12 No suit or action shall be commenced by a Claimant under this Eond other than in a court of competent jurisdiction
in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one
year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2, or (2) on which
the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the
Construction Contract, whichever of (1) or (2)first occurs. 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 13 Notice and Claims 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. Actual receipt of notice or Claims, however accomplished, shall be sufficient
compliance as of the date received.
5 14 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.
S 15 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner
shall promptly furnish a copy of this Bond or shall permit a copy to be made.
S 15 Definitions
5 15.1 Claim. A written statement by the Claimant including at a minimum:
.1 the name ofthe 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 labor, materials or equipment was
furnished for use in the performance of the Construction Contract;
.4 a brief description of the labor, materials or equipment furnished;
.5 the date on which the Claimant last performed labor or last furnished materials or equipment for use in
the performance of the Contraction Contract:
.6 the total amount earned by the Claimant for labor, materials or equipment furnished as of the date of
the Claim;
.7 the total amount of previous payments received by the Claimant; and
.8 the total amount due and unpaid to the Claimant for labor, materials or equipment furnished as of the
date of the Claim.
5 16.2 Claimant. An individ ual or entity having a d irect contract with the Contractor or with a su bcontractor of the
Contractor to furnish la bor, materials or equipment for use in the performa nce of the Construction Contract. The term
Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or
similar statute against the real property upon which the Pro.iect is located. The intent of this Bond shall betoinclude
without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline,
telephone service or rental equipment used in the Construction Contract, architectural and engineering services required
for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a
mechanic's lien may be asserted in the .iu risdiction where the labor, materials or equipment were furnished.
5 16.3 Construction Contract. The agreement between the Owner and Contractor identified on the cover page, including
all Contract Documents and all changes made to the agreement and the Contract Documents.
lnit' o""rr""t a31, - ,o1o7
g 16.4 Owner Default. Failure of the 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.
I 16.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor.
I 17 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.
5 18 Modifications to this bond are as follows:
(Spoce is provided below for odditionol signotures of added porties, other thon those oppeo ng on the cover poge.)
CONTMCTORAS PRINCIPAT SURETY
Company:
Signature:
(Corporote sedl) company:(Corporote Seol)
Signature:
Name and Title:
Address
Name and Title:
Address
lnll D""""""t;1, -,o1ol_.This document conforms to the wording and provisions of the AtA A312-2010 bond form.8
″EMC
′NSυ RANCE
4. llllnols E CASCo lnsuranco Company, an lowa Corporation
5. Dakola Fire lnsurance Company, a Norlh Dakota Corporalion
6. EirC Properry & Casualty Company, an lort a Corporation
hereinafler relerred to s€verally as'Company'and colleclively as tompanies", eadr does, by lhes€ presents, make, conslitule and appoint:
JACLYN KOPECKY
ils true and lawful attorn6y-in-fact, rvith lull power and aulhorily conlened lo sign, s€al, and execule he lollowing Surety Bond(s):
Surety Bond Principal:
Number CompleteConsiruction
Resources, lnc.
s008443
P O Box712・ Des Moines,:owa 50306‐0712
POWER OF Aπ ORNEY APPOINTING INDiVIDUAL AttORNEYⅢINⅡFACT
KNOW ALL MEN BY THESE PRESENTS,that:
ln an amount not exceeding Five Million Do∥ars
and to bind each Company lhereby as fully and to the same exlonl as il such inslrurnenis '^,ere signed by lhe duly authorized orlic€rs o, each such Company, and all
of the acts of said attomey pursuant to the authority hereby given are hereby ralified and confirmed.
AUTHORITY FOR POWER OF ATTORNEY
This Power-of-Attomey is made and executed pursuant to and by the authority ol the following resolution ol the Boards ol Direclors ol each of the Companies at the
firsl reguhrly scheduled meeting of each company duly called and held in 1999:
BESOLVED: The Presidenl and Chief Executive Olficer, any Vi,re President, lhe Treasurer and fE Secrelary ol Employers Mutual Casualty Company shall have
power and aulhority lo (1) appoint attomeys-in{acl and authorize thom to execute on behalf of oach Company and attach the seal of the Company thereto, bonds
and undenakings, recognizances, contracls of indemniiy and other writings obligatory in lhe nature lhereof; and (2) lo remove any such attomey-in{acl at any time
and revoke lhe power and authority given to him or her. Attomeys-in{aci shall have power and authority, subjecl lo he terms and limitations of the powerol-atlomey
issued to them, lo execute and deliver on behall of lhe Company, and to attaci lhe s€al of lhe Company thereto, bonG and undenakings, recognizances, contracts of
indemnily and other wrhings obligatory in lhe nature thereol, and any such instrumenl executed by any such attomey-in-tact shall be rully and in all respocts binding upon
he Company. Certilication as to th6 validity of any pov/er{l-attorney autho zed herein made by an ollicer of Employers Mulual Casualty Company shall be fully and in all
respecls binding upon this Company. The facsimile or mechanically reproduced signalure ol sudr officer, whether made heretolore or hereafler, wherever appearing upon
a certified copy ol any powerot-attomey ol lhe Company, shall be valid and binding upon the Company wilh fE same lorce and etfect as though manually atlixed.
lN Wm{ESS THEREOF, lhe Compan ies have caused lhese presents to be signed for each by lheir otlicers aslst day ol July , 2018
Seals
1 . EmployeB Mutual Casualty Company, an lowa Corporatlon
2. EIICASCo lnsurance Conpany, an lowa Corporation
3. Union lnsurancs Company ol Providsncs, an lowa Corporation
… … …………………… $5,000,00000
ShOWn and に
Companies 2, 3, 4, 5 & 6; President
of Companies 1, 2 & 6;Treasurer of
Companies 1,2,3,4 & 6
ToddSt'otlrer
Senior Vice Presidenl
Onhis lst day of July , 20'18 6sJ616 mg 6
^lotary
Public in and for lhe Slale
of lowa, personally appeared Bruce G. Kelley and Todd Strother, who, being by me duly
swom, did say lhat they are, and are known to me to be lhe CEO, Chairman, President and
Treasurer, and/or Senior Vico President, respectively, ol each of the Companies above; that
the soals atfixed to this inslrument are lhe seals ol said corporations; that said instrurnent
was signed and sealed on behalf ol ea$ of lhe Companies by aulhority ol their respeclive
Boards ol Directors; and that tho said Bruce G. Kelley and Todd Stroth€r, as such olficers,
acknowledged the execulion of said inslrument to be lheir voluntary act and deed, and the
voluntary acl and deed of each ol the Companies.
My Commission Expires Oclober 10, 2019.
CERTIFICATE
L」ames D Cbugh,Vice Pres dent olthe Companes,do hereby con"thattho loreOohg reSdutbn olthe Boards ol Di口 lo6 by each olthe Companes,and
hls Powor ol Attomeylssued pursuantthereto on lst day ol 」uiy ,2018 ,are true and∞rect and are st∥ln fu∥force and efrecl
In Teslimony Whereol I have subscdbed my name and altixed lhe facsimile seal of each Company lhis 17th day of OctobeL____, 2018
Vice President
争
Nolary Publib in and forthe State ttowa
7851(7‐13)S008443M6386 969 AC 005871‐MM “F●7 VernCatlon of the authentL町 ●fthe Power of Attomey vou mav cJ:(515)345・ 2689."
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GENERAL NOTES つ
PROJECT V:LLAGE OF OAK BR00K¨
F:RE STAT:ON 93
SHOWER R00MS
725 ENTERPRISE DROAK BR00K,:L60523
THE V:LLAGE OF OAK BR00K1200 0AK BR00K ROADOAK BR00K,:L60523
KLUBER ARCHrECTS+ENG:NEERS
10S.SHUMWAY AVE.BATAL:LuNO:S60510
TEL 630406‐1213
FAX 630406‐9472
-.k:uberlnc.com
OWNER
ARCH:TECTr
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